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Home My WebLink AboutMFP26001878.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001878 IVR Number: 26001878 Permit Information Permit Name: Puget Sound Energy - Electric 101191179- City PI Project- Highlands Reservoir Water MainAddress/Location:04/13/2026Application Date:0923059061Parcel Number: 1140 EDMONDS AVE NE Permit Type:05/13/2026Issue Date:Franchise Permit Work Class:05/13/2027Expiration Date:Major Utility Job Number: 101191179Franchise Type:Electric Description: Puget Sound Energy Electric ***RUSH PLEASE*** City PI Project PSE to relocate by beginning of May. Highlands Reservoir Water Main Project. Crew Trenching to relocate multiple underground electric facilities. Install one new vault. All restoration to be completed to city standards. ***Per PSE WSDOT PERMIT SPECIALIST SR 900 MP 13.21. It's within City limits with no restrictions. The city has permitting jurisdiction.*** 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 codes and ordinances. Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. 1.Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Potelco, Inc 6905 S 228th St Kent, WA 98466 Please See Attached Katie Zimmerman 4/13/2026 101191179-Highlands Reservoir Water Main- City PI Project 1140 Edmonds Ave NE Dustin Weller (206) 379-4347 Monday Friday 8:00am 3:00pm Scott Warlick CED 5/13/2026 MFP26001878 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. 1140 Edmonds Ave NE Renton WA 98056 USA DA Y T O N P L N E ED M O N D S A V E N E 1515 12 12 2121 1010 ED M O N D S P L N E 15 15 101121 20 20 20 20 NE 12TH ST NE 12TH ST PV1 IP1 W20-1 RO A D WO R K AH E A D X'≥X'≥X'≥ RIG H T L A N E CL O S E D AH E A D W20-5RW1-4L W2 0 - 1 ROAD WORK AHEAD X' ≥ W20-1 RO A D WO R K AH E A D X'≥X'≥ W1-4R W2 0 - 1 ROAD WORK AHEAD X' ≥ 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 CO N E TO P P E R CO N E TO P P E R CO N E TO P P E R CO N E TO P P E R CO N E TO P P E R CO N E TO P P E R CO N E TO P P E R CO N E TO P P E R IP2 IP3 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 1 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. All signs shall be sized as outlined in sections 6G and 6H of the MUTCD unless otherwise specified. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 MFP26001878 HA R R I N G T O N A V E N E 20 20 1515 BU S ST O P HA R R I N G T O N A V E N E NE 13 T H S T 1 2 1 2 1010 IP4 V02 NE 12TH ST CO N E TO P P E R maintain (2) 11' lanes CO N E TO P P E R W20-1 RO A D WO R K AH E A D X'≥X'≥X'≥ RIG H T L A N E CL O S E D AH E A D W20-5RW1-4L W20-1 RO A D WO R K AH E A D X'≥X'≥ W1-4R W2 0 - 1 ROAD WORK AHEAD X' ≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ CO N E TO P P E R Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 2 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic MFP26001878 1616 17 17 NE 12TH ST JE F F E R S O N A V E N E HA R R I N G T O N A V E N E 20 20 1515 HA R R I N G T O N P L N E 17 17 IP5 IP6 IP8NE 12TH ST 20 20 20 20 CO N E TO P P E R maintain (2) 11' lanes CO N E TO P P E R W20-1 RO A D WO R K AH E A D X'≥X'≥X'≥ RIG H T L A N E CL O S E D AH E A D W20-5RW1-4L W20-1 RO A D WO R K AH E A D X'≥X'≥ W1-4R W2 0 - 1 ROAD WORK AHEAD X' ≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ W20 - 1 RO A D W O R K AH E A D X'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 3 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. MFP26001878 1717 10 1 0 1 0 1 0 10 1 0 1 0 1 0 1616 17 17 1818 NE 12TH ST KI R K L A N D A V E N E KI R K L A N D A V E N E NE 12TH ST JE F F E R S O N A V E N E HA R R I N G T O N P L N E 17 17 J03 IP7 NE 12TH ST IP8J02 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 W20-1 RO A D WO R K AH E A D W21-5 SH O U L D E R WO R K X'≥X'≥ W20-1 RO A D WO R K AH E A D X'≥ W20 - 1 R O A D W O R K AH E A D X'≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ 20 20 J04 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 4 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. MFP26001878 1717 10 1 0 1 0 1 0 10 1 0 1 0 1 0 1616 17 17 1818 NE 12TH ST KI R K L A N D A V E N E K I R K L A N D A V E N E NE 12TH ST JE F F E R S O N A V E N E HA R R I N G T O N P L N E 17 17 J03 IP7NE 12TH ST 20 20 W20-1 RO A D WO R K AH E A D X'≥X'≥X'≥ RIG H T L A N E CL O S E D AH E A D W20-5R W1-4L CO N E TO P P E R CO N E TO P P E R RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE maintain (2) 11' lanes 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 CO N E TO P P E R CO N E TO P P E R Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 5 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. MFP26001878 10 10 10 10 10 10 10 10 10 11 11 11 11 10 11 11 11 11 NE S U N S E T B L V D NE S U N S E T B L V D 1818 1717 10 1 0 1 0 1 0 10 1 0 1 0 1 0 1616 1818 LY N N W O O D A V E N E NE 12TH ST KI R K L A N D A V E N E KI R K L A N D A V E N E NE 12TH ST JE F F E R S O N A V E N E 100' IP9 V03 W20-1 RO A D WO R K AH E A D RIG H T L A N E CL O S E D AH E A D W20-5R W4-2R X'≥X'≥X'≥ W20-1 RO A D WO R K AH E A D X'≥ W20 - 1 RO A D WO R K AH E A D X'≥ W20 - 1 RO A D W O R K AH E A D X'≥ ARRW-BRD POLICEUPO W21-1 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 6 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic N Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. MFP26001878 10 10 10 10 10 10 10 10 10 11 11 11 11 10 11 11 11 11 NE S U N S E T B L V D NE S U N S E T B L V D 1818 22 11 11 5 1 3 1 1 1 0 1717 10 1 0 1 0 1 0 10 1 0 1 0 1 0 11 1 1 1 2 1 1 1 1 1818 LY N N W O O D A V E N E MO N R O E A V E N E NE 12TH ST NE 12TH ST KI R K L A N D A V E N E 1 0 0 ' IP9 ARRW-BRD W20 - 1 RO A D WO R K AH E A D RIG H T L A N E CL O S E D AHE A D W20 - 5 R W4- 2 R X'≥ X'≥ X'≥ W20 - 1 RO A D WO R K AH E A D X'≥ IP13 IP12 ARRW-BRD W20-1 RO A D WO R K AH E A D RIG H T L A N E CL O S E D AH E A D W20-5RW4-2R X'≥X'≥X'≥ C/WCLOSE D R9 - 3 DETOU R M4 - 9 B S/ W C L O S E D R9-9 CROSSWALK REMAIN OPEN D E T O U R M4-9 B W2 0 - 1 ROAD WORKAHEAD X' ≥ W2 0 - 1 ROAD WORKAHEAD X' ≥ POLICEUPO BEPR E P A R E D TO ST O P W3- 4 X'≥ X'≥ W20 - 7 A BE PR E P A R E D TO ST O P W3-4 X'≥X'≥ W20-7A W20 - 1 RO A D WO R K AH E A D BE PR E P A R E D TOSTO PW3- 4 X'≥ X'≥ X'≥ W20 - 7 A W20-1 RO A D WO R K AH E A D BE PR E P A R E D TO ST O P W3-4 X'≥X'≥X'≥ W20-7A W 2 0 - 1 ROAD WORK AHEAD W2 0 - 1 ROAD WORK AHEAD SET SIGNAL INTO A FLASH MODE. (ALL WAY STOP) (2 ) UPO shall control the intersection POLICEUPO Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 7 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic N Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. MFP26001878 10 10 10 10 10 10 10 10 10 11 11 11 11 10 11 11 11 11 NE S U N S E T B L V D NE S U N S E T B L V D 1818 22 11 11 5 1 3 1 1 1 0 1717 10 1 0 1 0 1 0 10 1 0 1 0 1 0 11 1 1 1 2 1 1 1 1 1818 LY N N W O O D A V E N E MO N R O E A V E N E NE 12TH ST NE 12TH ST NE S U N S E T B L V D KI R K L A N D A V E N E 1 0 0 ' W20 - 1 RO A D WO R K AH E A D X'≥ IP10 IP11 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE STOP STOP BEPREPARED TOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORK AHEAD CENTER LANE CLOSEDAHEAD W9 - 3 X' ≥ W2 0 - 1 ROAD WORK AHEAD BE PREPARED TO STOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 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 STOP 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 LE F T L A N E CL O S E D AH E A D W20-5L W4-2L X'≥X'≥X'≥ W20 - 1 RO A D WO R K AH E A D X'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 8 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic N Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. MFP26001878 10 10 10 10 10 10 10 10 10 11 11 11 11 10 11 11 11 11 NE S U N S E T B L V D NE S U N S E T B L V D 1818 22 11 11 5 1 3 1 1 1 0 1717 10 1 0 1 0 1 0 10 1 0 1 0 1 0 11 1 1 1 2 1 1 1 1 1818 LY N N W O O D A V E N E MO N R O E A V E N E NE 12TH ST NE 12TH ST NE S U N S E T B L V D KI R K L A N D A V E N E 1 0 0 ' IP10 IP11 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE STOP STOP BEPREPARED TOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORK AHEAD CENTER LANE CLOSEDAHEAD W9 - 3 X' ≥ W2 0 - 1 ROAD WORK AHEAD BE PREPARED TO STOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A 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 STOP STOP W20-1 RO A D WO R K AH E A D LE F T L A N E CL O S E D AH E A D W20-5L W4-2L X'≥X'≥X'≥ W20 - 1 RO A D WO R K AH E A D X'≥ W20 - 1 RO A D W O R K AH E A D X'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 9 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic N Fire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. MFP26001878 10 10 10 10 10 10 10 10 10 11 11 11 11 10 11 11 11 11 NE S U N S E T B L V D NE S U N S E T B L V D 1818 22 11 11 5 1 3 1 1 1 0 1717 10 1 0 1 0 1 0 10 1 0 1 0 1 0 11 1 1 1 2 1 1 1 1 1818 LY N N W O O D A V E N E MO N R O E A V E N E NE 12TH ST NE 12TH ST KI R K L A N D A V E N E 1 0 0 ' BE PREPAREDTO STOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORKAHEAD W2 0 - 1 ROAD WORK AHEAD BE PREPARED TOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 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 STOP STOP P01A STOP RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE W20 - 1 RO A D WO R K AH E A D BEPR E P A R E D TOST O P W3- 4 X'≥ X'≥ X'≥ W20 - 7 A W20-1 RO A D WO R K AH E A D BE PR E P A R E D TO ST O P W3-4 X'≥X'≥X'≥ W20-7A CO N E TO P P E R KE E P R4 - 7 B RI G H T W20 - 1 RO A D WO R K AH E A D BE PR E P A R E D TO ST O PW3- 4 X'≥ X'≥ X'≥ W20 - 7 A Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 10 OF 101140 Edmonds Ave NE, Renton, WA 98056 2 12090664 05/06/2026 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP VALVE LOCATIONv 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 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 45/65 20/40 10-20 10-20 80 40 2-Way, 1-Lane Alternating Traffic NFire Station #12. Coordinate this work with the fire department and ensure that emergency vehicles are able to enter and exit the firestation. MFP26001878 N Vicinity Map 10 1 1 9 1 1 7 9 R 1 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. No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" HIGHLANDS RESERVOIR WATER MAIN PI RELOCATION PSE CAPITAL PROJECT GENERAL SPECIFICATIONS Scope of Work The city of Renton is installing new water and storm drain structures along NE 12th St, starting from its intersection with Edmonds Ave NE and ending at Queen Ave NE. In support of this work, PSE will be relocating the UG power, where possible, to avoid any conflicts with the water main and storm drain structures. General -All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. -Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removed daily. -Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. -Return all streetlights, area lights and floodlights to Sumner yard. Preconstruction - Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. - All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. - Notify customers of all outages 48 hours in advance. Work Drawings & Documents - Field design changes shall be approved by PSE Project Manager or Engineer. - Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of worksketch. - Return one Foreman's copy of worksketch to Project Manager at completion of job. - When permits are required, a copy shall be available on work site at all times. Safety - Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements. - Refer to PSE standards 6275.9050 for personal protective grounding requirements. - Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. - Proper line clearances shall be taken at the beginning, and released at the end, of each work day, or as otherwise instructed by the System Operator. - Provide signs, barricades, and traffic control in conformance with permit regulations. - Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. - Maintain traffic flow as required by permitting agency. Erosion & Sediment Control - Refer to PSE standards 0150.3200 for minimum requirements. - Comply with all requirements of permitting agency. - Installed erosion & sediment devices shall be maintained until vegetation has been re-established or disturbed soil has been otherwise permanently stabilized. Joint Facilities - Coordinate with Communication Companies for transfers. OVERHEAD CONSTRUCTION Poles & Structures - Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the center of the pole. - All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. - Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. - Install grid numbers on all new and existing poles as shown on sketch. - Straighten existing poles as indicated or as necessary. - Treat all field-drilled poles with copper napthenate wood preservative. - Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore area similar to adjacent landscaping. Conductors & Equipment - Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set, unless otherwise indicated on this sketch. - Transfer existing transformers to new poles unless otherwise indicated on this sketch. - Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites being worked within the scope of the project where they are currently missing. - Use 397 AAC and Ampact connectors for all bare conductor feeder jumpers and 600 amp switch jumpers. Install tree wire conductor for jumpers on all poles that are double deadended with tree wire. - Apply grit inhibitor on all Ampact, stirrup, and dead-end connections. - Connect primary taps and transformers to same phase as existing unless otherwise shown on the drawing. - All neutral connections to be made with solid compression connectors. Connect all pole grounds to common neutral. - Use Load-interrupter cutouts (with arc shields) on all primary overhead and underground taps with fused protection above 40T. - Install Wildlife Protectors on all transformers. UNDERGROUND CONSTRUCTION Excavation -Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for primary conductors and 24” of cover for secondary conductors. -Road crossings and all trenches within the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for all conductors or as required by the permitting Agency. -All conductors/conduits shall have a minimum of 3” of bed and 3” of clean sand cover. -No rocks larger than 6” shall be included in backfill. -Backfill in road crossings and within the Right-of-way shall be compacted to 95% density or as required by the permitting Agency. -Restore all excavated areas to original condition. - If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB) shall be installed around the conduits to a depth of six inches above and to the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140. Vaults & Handholes - Refer to PSE standard 6775.0040 “Vault and Handhole Installation” - Vaults shall be placed level and 2” above final grade in landscaped areas and flush with final grade when placed in hard surface areas. - A minimum 6” bed of 5/8” crushed rock shall be placed under all vaults. - All conduit entrances shall be grouted. Conductors & Conduit - Refer to PSE standard 6800.6000 “PVC Conduit Installation”. - Unless splices are called for, or otherwise noted or approved, conduit risers shall be plumbed directly to road crossing conduits. - Install insulating caps on all unused primary bushings. - All “spare” conduits shall be capped at each end. Owner / Developer Contact Info officeATTN: CITY OF RENTON N/A N/A KEN SRILOFUNG 425-430-7247PHONE CABLE TV 12090664 101191179 N/A 583.... N/A 584.... N/A N/A N/A 108169567 PROJECT PHASE PWR NOTIF#ORDER# Superior UG Expense Removal OH Expense 593270739 594170973 UG Expense OH Expense E-Mail: Cell Phone: Project Manager Contact Information: Manager:DUSTIN WELLER 206-379-4347 DUSTIN.WELLER@PSE.COM UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP DUSTIN WELLER 206-379-4347 5/8/26 ARIELLE JOVEN 702-482-5886 5/8/26 N/A N/A N/A J. YATES -5/8/26 N/A RENTON HIGHLANDS RESERVOIR WATER MAIN UG POWER RELOCATION 1140 EDMONDS AVE NE, RENTON, WA 98056 N/A N/A N/A 101191179 AS NOTED 1 / 9 KING N/A N/A CSPSKEPI S04 T23N R05E N/A N/A 2305E015,016 2305E040 2305E015,016 HIG-13 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) LEGEND JUNCTION VAULT/JUNCTION BOX NEW CONDUCTOR AND OR TRENCH LINE DISCONNECT - FUSED PULL VAULT OR SPLICE VAULT EXISTING POLE DOWN GUY DISCONNECT - UNFUSED NEW POLE PADMOUNT TRANSFORMER EXISTING SECONDARY HANDHOLE EXISTING CONDUCTOR AND/OR CONDUIT TO BE REMOVED OR ABANDONED STREET LIGHT TOTAL UNDERGROUND TRANSFORMER PRIMARY METERING POINT OR OR EXIST. 1Ø WIRE EXIST. 3Ø WIRE EXIST SECONDARY SERVICE LINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING CENTER LINE EXISTING UG RISER NEW UG RISER PROPOSED SECONDARY HANDHOLE PROPOSED PADMOUNT TRANSFORMER PROPOSED TOTAL UNDERGROUND TRANSFORMER No No Yes Yes "Joint Trench Coord Required" "Vegetation Mgmnt Required" N. LANIER 253-273-0625 5/8/26 4/30/26 A. JOVEN UPDATED SCOPE AND SITE NOTES POLE REMOVAL MFP26001878 T98506 T98507 65T T98505 ED M O N D S A V E N E ED M O N D S A V E N E T98506 T98507 65T T9 8 5 0 5 31 8 6 5 0 - 1 6 6 8 4 8 10 1 1 9 1 1 7 9 R 1 SCALE: NONE UNDERGROUND CIRCUIT MAP OVERHEAD CIRCUIT MAP SCALE: NONE 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 DUSTIN WELLER 206-379-4347 5/8/26 ARIELLE JOVEN 702-482-5886 5/8/26 N/A N/A N/A J. YATES -5/8/26 N/A RENTON HIGHLANDS RESERVOIR WATER MAIN UG POWER RELOCATION 1140 EDMONDS AVE NE, RENTON, WA 98056 N/A N/A N/A 101191179 AS NOTED 2 / 9 KING N/A N/A CSPSKEPI S04 T23N R05E N/A N/A 2305E015,016 2305E040 2305E015,016 HIG-13 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A MA T C H L I N E SE E T H I S P A G E X X MA T C H L I N E SE E T H I S P A G E X X JOB SITEJOB SITE JOB SITE SCALE: NONE UNDERGROUND CIRCUIT MAP N. LANIER 253-273-0625 4/30/26 A. JOVEN UPDATED SCOPE AND SITE NOTES 5/8/26 MFP26001878 2607 & 2609 NE 12TH ST TPN: 7227801340 1" LATERAL 3/4" METER ACCNT #003067 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 2601 & 2603 NE 12TH ST TPN: 7227801335 1" LATERAL 3/4" METER ACCNT #003066 NA TPN: 0923059102 NO METER 2527 NE 12TH ST TPN: 0923059062 1" LATERAL 3/4" METER ACCNT #140025 1140 EDMONDS AVE NE TPN: 0923059061 METER ON EDMONDS 1190 EDMONDS PL NE TPN: 2270000020 1194 EDMONDS PL NE TPN: 2270000010 TPN: 2309200060 2430 NE 12TH ST TPN: 2309200010 JR HIGH SCHOOL 1416 EDMONDS AVE NE TPN: 0423059048 50 A 8 00 A 9 10 00 A 11 00 A 12 00 A 13 00 A 14 1210 1204 2430 1194 1190 2607 2601 ED M O N D S A V E N E ED M O N D S A V E N E NE 12TH STNE 12TH ST EXISTING 318652-166604 EXISTING 318652-166606 EXISTING 318648-166624 EXISTING 318648-166642 25kVA 120/240V EXISTING AØ43940 BØ43941 CØ43942 EXISTING AØ32104 BØ32105 CØ32106 EXISTING AØ43940 BØ43941 CØ43942 EXISTING AØ32104 BØ32105 CØ32106 EXISTING AØ43940 BØ43941 CØ43942 EXISTING AØ32107 BØ32108 CØ32109 HIG 13 HIG 13 60' 30' 30' 60' 60' EXISTING AØ43278 BØ43279 CØ43280 EXISTING AØ13979 BØ13980 CØ13981 EXISTING AØAGH975 BØAGH976 CØAGH977 EXISTING AØ43943 BØ43944 CØ43945 EXISTING AØ43934 BØ43935 CØ43936 EXISTING AØ43937 BØ43938 CØ43939 EXISTING AØAGH978 BØAGH979 CØAGH980 EXISTING BØACG927 EXISTING AØ42464 BØ42465 CØ42466 SITE PLAN 10 1 1 9 1 1 7 9 R 1 SCALE: 1" = 20' MA T C H L I N E SE E P A G E 4 O F 9 A A 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 DUSTIN WELLER 206-379-4347 5/8/26 ARIELLE JOVEN 702-482-5886 5/8/26 N/A N/A N/A J. YATES -5/8/26 N/A RENTON HIGHLANDS RESERVOIR WATER MAIN UG POWER RELOCATION 1140 EDMONDS AVE NE, RENTON, WA 98056 N/A N/A N/A 101191179 AS NOTED 3 / 9 KING N/A N/A CSPSKEPI S04 T23N R05E N/A N/A 2305E015,016 2305E040 2305E015,016 HIG-13 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 NOTES IP1 (INTERCEPT POINT 1) -LOCATED 23' N OF NE 12TH ST C/L & 223'6" EAST OF EDMONDS AVE NE C/L - INTERCEPT EXISTING 1-4” AND 1-6” CONDUIT PV01 TO IP1 -LOWER POWER CONDUITS TO 36” BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 12” SEPARATION FROM OTHER UTILITIES. - RELOCATE POWER 4' NORTH OF EXISTING TO ENSURE 5' HORIZONTAL SEPARATION FROM CATCH BASIN. UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION. IP2 (INTERCEPT POINT 2) -LOCATED 22' N OF NE 12TH ST C/L & 391' EAST OF EDMONDS AVE NE C/L - INTERCEPT EXISTING 1-4” AND 1-6” CONDUIT IP3 (INTERCEPT POINT 3) -LOCATED 21'6" N OF NE 12TH ST C/L & 416' EAST OF EDMONDS AVE NE C/L - INTERCEPT EXISTING 1-4” AND 1-6” CONDUIT IP2-IP3 -LOWER POWER CONDUITS TO 54” BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 12” SEPARATION FROM OTHER UTILITIES. - RELOCATE POWER 4'6” NORTH OF EXISTING TO ENSURE 5' HORIZONTAL SEPARATION FROM CATCH BASIN. UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION. Vault & Equipment Table Site Grid Number Vault Size & Cover Type & Size Equipment In Vault Install Primary Bushings Transformer ID Numbers (Company ID) DESIGN INFORMATION ENGINEER TO COMPLETE AS BUILT INFORMATION Foreman-Complete CONSTRUCTION UNITSLB ELB10J Per STD 6041.1000 DC MID 7630600 V01 318648 166642 EXISTING COMBO VAULT J-BOX BELOW GRADE W/ 3-4 POS J-BUS 25 kVA TUT XFMR 120/240V EXISTING 6 -AG7762 REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x6 PV1 318648 166624 EXISTING PULL VAULT EXISTING PULL VAULT N. LANIER 253-273-0625 4/30/26 A. JOVEN UPDATED SCOPE AND SITE NOTES 5/8/26 MFP26001878 1175 HARRINGTON PL NE2825 NE 12TH ST TPN: 7227802045 2801 NE 12TH ST TPN: 7227801680 1" METER ACCNT #003069 1174 HARRINGTON AVE NE TPN: 7227801675 METER SERVICE ON HARRINGTON 1177 HARRINGTON AVE NE TPN: 7227801355 METER SERVICE ON HARRINGTON 2613 & 2615 NE 12TH ST TPN: 7227801345 1" LATERAL 3/4" METER ACCNT #003069 NA TPN: 7227801860 METER SERVICE ON HARRINGTON 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER 2810 NE 12TH ST TPN: 7227801685 EXISTING 3/4" METER ACCNT 2902 NE 12TH ST TPN: 7227802040 2800 NE 12TH ST TPN: 7227801690 EXISTING 3/4" METER 00 A 16 00 A 17 00 A 18 00 A 19 00 A 20 00 A 21 2804 2808 1208 1204 1200 2812 2800 2801 1170 1175 2613 HA R R I N G T O N A V E N E NE 12TH ST EXISTING 318648-166666 EXISTING 318643-166669 37.5kVA 120/240V EXISTING 318648-166685 25kVA 120/240V EXISTING 318642-166677 100kVA 120/240V EXISTING 318648-166704 50kVA 120/240V EXISTING AØ43940 BØ43941 CØ43942 EXISTING AØ32110 BØ32111 CØ32112 EXISTING BØ32113 EXISTING BØ25972 EXISTING AØ23657 EXISTING AØ43940 BØ43941 CØ43942 EXISTING AØ43940 BØ43941 CØ43942 EXISTING BØ23647 HIG 13 HIG 13 50' 25' 25' 60' 60' EXISTING AØ23724 BØ23725 CØ23726 60' NEW 318652-166678 SITE PLAN 10 1 1 9 1 1 7 9 R 1 SCALE: 1" = 20' MA T C H L I N E SE E P A G E 5 O F 9 B B 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 DUSTIN WELLER 206-379-4347 5/8/26 ARIELLE JOVEN 702-482-5886 5/8/26 N/A N/A N/A J. YATES -5/8/26 N/A RENTON HIGHLANDS RESERVOIR WATER MAIN UG POWER RELOCATION 1140 EDMONDS AVE NE, RENTON, WA 98056 N/A N/A N/A 101191179 AS NOTED 4 / 9 KING N/A N/A CSPSKEPI S04 T23N R05E N/A N/A 2305E015,016 2305E040 2305E015,016 HIG-13 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 NOTES IP4 (INTERCEPT POINT 4) -LOCATED 24' N OF NE 12TH ST C/L & 109'6” WEST OF HARRINGTON AVE NE C/L - INTERCEPT EXISTING 1-4” CONDUIT IP4 TO V02 -INSTALL POWER CONDUITS TO 36” BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 12” SEPARATION FROM OTHER UTILITIES. - RELOCATE POWER 6'4” NORTH OF EXISTING. UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION. IP5 (INTERCEPT POINT 5) -LOCATED 21'6" N OF NE 12TH ST C/L & 246'9" EAST OF HARRINGTON AVE NE C/L - INTERCEPT EXISTING 1-4” AND 1-6” CONDUIT IP6 (INTERCEPT POINT 6) -LOCATED 21'9" N OF NE 12TH ST C/L & 304'9" EAST OF HARRINGTON AVE NE C/L - INTERCEPT EXISTING 1-4” AND 1-6” CONDUIT IP5-IP6 -LOWER POWER CONDUITS TO 66” BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 12” SEPARATION FROM OTHER UTILITIES. - RELOCATE POWER 13' SOUTH OF EXISTING TO ENSURE 5' HORIZONTAL SEPARATION FROM CATCH BASIN. UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION. - FOR THE ASBESTOS PIPE REMOVAL, THE CITY MUST BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE PLANNED RELOCATIONS SO THAT THE APPROPRIATE TEAM CAN PLAN AND SCHEDULE THE WORK ACCORDINGLY. Vault & Equipment Table Site Grid Number Vault Size & Cover Type & Size Equipment In Vault Install Primary Bushings Transformer ID Numbers (Company ID) DESIGN INFORMATION ENGINEER TO COMPLETE AS BUILT INFORMATION Foreman-Complete CONSTRUCTION UNITSLB ELB10J Per STD 6041.1000 DC MID 7630600 J01 318648 166666 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS J-BUS EXISTING 3 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x3 V02 318648 166685 EXISTING COMBO VAULT J-BOX BELOW GRADE W/ 3-4 POS J-BUS 25 kVA TUT XFMR 120/240V EXISTING 3 -AG7761 REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x3 PV2 318648 166624 HH 5'x11'x5' w/ ADJ A/S LID MAT ID: 9996167 3-750kCMIL SPLICES (6041.2000, SPL750)-- INSTALL NEW 5106 PULL VAULT (SHORT) & SPLICES INSTALL NEW GRID NUMBER (CAP ALL EMPTY CONDUIT) INSTALL ANTI-SKID LID AND SET FLUSH WITH THE EXISTING SIDEWALK 2-60A, 2-59x2, 2-58x3 MA T C H L I N E SE E P A G E 3 O F 9 A A N. LANIER 253-273-0625 4/30/26 A. JOVEN UPDATED SCOPE AND SITE NOTES 5/8/26 MFP26001878 FIRE STATION #12 1209 KIRKLAND AVE NE TPN: 7227801450 4" DCDA W/ 3/4" METER ACCNT #61583-001 1-1/2" IRR METER ACCNT #61583-002 2" DOM METER ACCNT #61583-000 1171 KIRKLAND AVE NE TPN: 7227801406 975 HARRINGTON PL NE TPN: 7227801405 1175 HARRINGTON PL NE TPN: 3122000000 2902 NE 12TH ST TPN: 7227802040 2908 NE 12TH ST TPN: 7227801776 EXISTING 1-1/2" METER ACCNT #3168-000 00 A 22 00 A 23 00 A 24 00 A 25 00 A 26 00 A 27 2908 1209 JE F F E R S O N A V E N E HA R R I N G T O N P L N E KI R K L A N D A V E N E EXISTING 318650-166734 150kVA 120/208V EXISTING 318648-166735 EXISTING 318641-166736 EXISTING 318647-166745 167kVA 120/140V EXISTING 318656-166757 X3310, 100T EXISTING 318648-166756 EXISTING 318641-166756 U86912DA EXISTING 318642-166756 U86913DA EXISTING 318641-166758 EXISTING 318642-166758 EXISTING 318650-166771 U1925DA EXISTING 318649-166772 25kVA 120/240V EXISTING 318649-166771 EXISTING 318648-166782 EXISTING AØ23727 BØ23728 CØ23729 EXISTING AØ18258 BØ18259 CØ18260 EXISTING AØ43940 BØ43941 CØ43942 EXISTING AØ32119 BØ32120 CØ32121 EXISTING AØ30484 BØ30485 CØ30486 EXISTING AØUNK EXISTING AØEHN539 BØEHN540 CØEHN541 EXISTING AØACT564 BØACT565 CØACT566 EXISTING AØEIX352 BØEIX353 CØEIX354 EXISTING AØ32128 BØ32129 CØ32130 EXISTING AØEJN738 BØEJN739 CØEJN740 EXISTING AØEGH000 BØEGH001 CØEGH002 EXISTING AØ32131 BØ32132 CØ32133 EXISTING AØ18035 BØ18036 CØ18037 EXISTING AØACA994 BØACA995 CØACA996 EXISTING AØACA997 EXISTING AØACT561 BØACT562 CØACT563 HIG 13 HIG 13 NE 12TH ST NE 12TH ST 50' 25' 25' 50' 50' 60' 50' 3-PHASE FEEDER PASSES THROUGH JBOX IN 6" CONDUIT LOWER ELEVATION TO 36" FROM TOP OF CONDUIT SITE PLAN 10 1 1 9 1 1 7 9 R 1 SCALE: 1" = 20' MA T C H L I N E SE E P A G E 6 O F 9 C C 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 DUSTIN WELLER 206-379-4347 5/8/26 ARIELLE JOVEN 702-482-5886 5/8/26 N/A N/A N/A J. YATES -5/8/26 N/A RENTON HIGHLANDS RESERVOIR WATER MAIN UG POWER RELOCATION 1140 EDMONDS AVE NE, RENTON, WA 98056 N/A N/A N/A 101191179 AS NOTED 5 / 9 KING N/A N/A CSPSKEPI S04 T23N R05E N/A N/A 2305E015,016 2305E040 2305E015,016 HIG-13 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 NOTES J02-J03 -INSTALL POWER CONDUITS IN PLACE TO 36” BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 10” VERTICAL SEPARATION FROM EXISTING 8” CI WATER & ABANDONED 8” AC WATER. - MAINTAIN AT LEAST 12” VERTICAL SEPARATION FROM OTHER UTILITIES. UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION. IP7 (INTERCEPT POINT 7) -LOCATED 19' N OF NE 12TH ST C/L & 199'6” WEST OF JEFFERSON AVE NE C/L - INTERCEPT EXISTING 1-6” CONDUIT IP8 (INTERCEPT POINT 8) -LOCATED 20'6" N OF NE 12TH ST C/L & 132' WEST OF JEFFERSON AVE NE C/L - INTERCEPT EXISTING 1-4” AND 1-6” CONDUIT IP7-IP8 -INSTALL POWER CONDUITS TO 70” BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 12” SEPARATION FROM OTHER UTILITIES. - RELOCATE POWER 13' SOUTH OF EXISTING TO ENSURE 5' HORIZONTAL SEPARATION FROM CATCH BASIN. UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION. - FOR THE ASBESTOS PIPE REMOVAL, THE CITY MUST BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE PLANNED RELOCATIONS SO THAT THE APPROPRIATE TEAM CAN PLAN AND SCHEDULE THE WORK ACCORDINGLY. J02-IP8 -INSTALL POWER CONDUITS TO 70” BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 12” SEPARATION FROM OTHER UTILITIES. - RELOCATE POWER 21' SOUTH OF EXISTING TO ENSURE 5' HORIZONTAL SEPARATION FROM CATCH BASIN. UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION. Vault & Equipment Table Site Grid Number Vault Size & Cover Type & Size Equipment In Vault Install Primary Bushings Transformer ID Numbers (Company ID) DESIGN INFORMATION ENGINEER TO COMPLETE AS BUILT INFORMATION Foreman-Complete CONSTRUCTION UNITSLB ELB10J Per STD 6041.1000 DC MID 7630600 J02 318648 166735 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS J-BUS EXISTING 9 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x9 J03 318641 166736 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS J-BUS EXISTING 3 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x3 J04 318648 166756 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS J-BUS EXISTING 3 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x3 SW1 318641 166756 EXISTING VISTA SWITCH EXISTING VISTA 422 3 - REMOVE 3Ø FEEDER TO REROUTE CONDUIT. PULL NEW FEEDER THROUGH CONDUIT AND INSTALL NEW ELBOWS. WIRE CREW TO INSTALL CABLE NUMBERS. 2-58x1 SW2 318650 166771 EXISTING VISTA SWITCH EXISTING VISTA 422 3 - REMOVE 3Ø FEEDER TO REROUTE CONDUIT. PULL NEW FEEDER THROUGH CONDUIT AND INSTALL NEW ELBOWS. WIRE CREW TO INSTALL CABLE NUMBERS. 2-58x1 1 2 3 4 AØ A C T 5 6 4 1 2 3 4 Cable Connection Side Operator Side SW2 Vista 422 2-600 Amp 2-200 Amp 1Ø T r i p 15 0 E 1Ø T r i p 15 0 E BØ A C T 5 6 5 CØ A C T 5 6 6 AØ E J N 7 3 8 BØ E J N 7 3 9 CØ E J N 7 4 0 AØ A C T 5 6 1 BØ A C T 5 6 2 CØ A X T 5 6 3 AØ E H G 0 0 0 AØ E K H 6 0 0 BØ E H G 0 0 1 BØ E K H 6 0 1 CØ E H G 0 0 2 CØ E K H 6 0 2 N. LANIER 253-273-0625 MA T C H L I N E SE E P A G E 4 O F 9 B B 1 2 3 4 AØ 4 3 9 4 0 A Ø E K H 3 3 4 1 2 3 4 Cable Connection Side Operator Side SW1 Vista 422 2-600 Amp 2-200 Amp 1Ø T r i p 15 0 E 1Ø T r i p 15 0 E BØ 4 3 9 4 1 B Ø E K H 3 3 5 CØ 4 3 9 4 2 C Ø E K H 3 3 6 AØ E J N 7 3 2 BØ E J N 7 3 3 CØ E J N 7 3 4 AØ E J N 7 3 5 BØ E J N 7 3 6 CØ E J N 7 3 7 AØ ( O P E N ) BØ ( O P E N ) CØ ( O P E N ) 4/30/26 A. JOVEN UPDATED SCOPE AND SITE NOTES 5/8/26 MFP26001878 NA TPN: 7227900018 3011 NE SUNSET BLVD TPN: 7227900019 METER SERVICE ON NE SUNSET BLVD NA TPN: 722790UNKN 3218 NE 12TH ST TPN: 0423059182 1-1/2" METER ACCNT #17721-00 3123 NE SUNSET BLVD TPN: 0423059155 1" METER ACCNT #157203-000 1" IRR METER ACCNT #57203 3116 NE SUNSET BLVD TPN: 0423059095 3/4" IRR METER ACCNT #19835-000 3002 NE SUNSET BLVD TPN: 7227800285 METER SERVICE ON NE SUNSET BLVD 3116 SUNSET BLVD NE TPN: 0423059095 3002 NE SUNSET BLVD TPN: 7227800285 00 A 28 00 A 29 00 A 30 00 A 31 00 A 32 00 A 33 3116 3002 3155 3218 3123 NE 12TH ST NE S U N S E T B L V D NE S U N S E T B L V D J EXISTING 318648-166790 EXISTING 318649-166787 X1506, 65T EXISTING 318644-166805 50kVA 120/240V EXISTING 318641-166821 3x15kVA 277/480V Wye/Wye EXISTING 318638-166846 150kVA 120/208V EXISTING 318644-166833 EXISTING 318650-166340 45kVA 277/480V 318642-166834 X7554 T98506 (S) X429 T98507 (N) 100T 65T EXISTING 318644-166846 EXISTING AØ18038 BØ18039 CØ18040 EXISTING AØAEB811 BØAEB812 CØAEB813 EXISTING AØEGH000 BØEGH001 CØEGH002 EXISTING AØADW139 BØADW140 CØADW141 EXISTING AØEGH000 BØEGH001 CØEGH002 EXISTING AØACA986 BØACA987 CØACA988 EXISTING AØAEB807 BØAEB808 CØAEB809 336.4 MCMACSR CB A CBA HIG 13 HIG 13 HIG 13 HIG 13 EXISTING 318660-166830 LY N N W O O D A V E N E 60' 30' 30' 50' 100' 88' 50' EXISTING 318655-166831 300kVA 120/208V EXISTING 1/0 AØAEB814 BØAEB815 CØAEB816 EXISTING 1/0 AØAEB820 BØAEB821 CØAEB822 EXISTING 1/0 AØAEB817 BØAEB818 CØAEB819 318649-166825 33 6 . 4 M C M A C S R J SITE PLAN 10 1 1 9 1 1 7 9 R 1 SCALE: 1" = 20' MA T C H L I N E SE E P A G E 7 O F 9 D D 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 DUSTIN WELLER 206-379-4347 5/8/26 ARIELLE JOVEN 702-482-5886 5/8/26 N/A N/A N/A J. YATES -5/8/26 N/A RENTON HIGHLANDS RESERVOIR WATER MAIN UG POWER RELOCATION 1140 EDMONDS AVE NE, RENTON, WA 98056 N/A N/A N/A 101191179 AS NOTED 6 / 9 KING N/A N/A CSPSKEPI S04 T23N R05E N/A N/A 2305E015,016 2305E040 2305E015,016 HIG-13 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 NOTES IP9 (INTERCEPT POINT 9) -LOCATED 91'6" N OF NE 12TH ST C/L & 35' SOUTHEAST OF NE SUNSET BLVD C/L -INTERCEPT EXISTING 4” CONDUITS V03-IP9 -LOWER POWER CONDUITS TO 36” BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 12” SEPARATION FROM OTHER UTILITIES. -RELOCATE POWER 36' EAST OF EXISTING TO ENSURE 5' HORIZONTAL SEPARATION FROM CATCH BASIN. UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION. IP11 (INTERCEPT POINT 11) -LOCATED 20'6" N OF NE 12TH ST C/L & 20'9" EAST OF NE SUNSET BLVD C/L -INTERCEPT EXISTING 1-4” AND 1-6” CONDUITS IP12 (INTERCEPT POINT 12) -LOCATED 20'6" N OF NE 12TH ST C/L & 50'3" EAST OF NE SUNSET BLVD C/L -INTERCEPT EXISTING 1-4” AND 1-6” CONDUITS IP11-IP12 -LOWER POWER CONDUITS TO 95" BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 12" SEPARATION FROM OTHER UTILITIES -RELOCATE POWER 3' SOUTH OF EXISTING. UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION. P02 318644-166846 (1975, 45' CL-2,∠0⁰, AVG SPAN 80') -EXISTING POLE TO REMAIN P03 318642-166834 (1970, 40' CL2) -REPLACE EXISTING POLE WITH 45' CL-1 POLE (6010.1000, PD451)2-23 INSTALL POLE 1' EAST OF EXISTING POLE -INSTALL 3Ø DEADEND 1/0 & LARGER (6033.1042, DE3310) INSTALL ARM 8P DOUBLE HD 9', 12KV (MID: ARD2H09) -INSTALL 3Ø 200A & 600A DOUBLE TERM (6043.1022, TSU6D31)2-57x3, 2-58 FOR 600A FEEDER TERM: INSTALL NEW SB CUTOUT STYLE SWITCHES INSTALL (3) SB C/O COVERS (MID: 9947360) INSTALL (3) LA COVERS (MID: 9998115) INSTALL SW BD #T98506 ACTUAL 3Ø____UG PRI ADDED L=____BATCH YEAR____ ACTUAL TRENCH L=____' FOR 200A 1/0 TERM: INSTALL NEW LI C/O'S & 65T FUSE (MID: 3412600) INSTALL (3) LI C/O COVERS (MID: 9947626) INSTALL (3) LA COVERS (MID: 9998115) INSTALL SW BD #T98507 ACTUAL 3Ø____UG PRI ADDED L=____BATCH YEAR____ ACTUAL TRENCH L=____' -INSTALL 6'' PRI RISER (6042.1000, RIS6CSS)2-44 -INSTALL 4'' PRI RISER (6042.1000, RIS4CSS)2-45 -INSTALL SPAN GUYS EAST TOWARDS P04 1-8E INSTALL 7/16" DISTRIBUTION SPAN GUY (6013.0170, GYD7OW) INSTALL 3/8" NEUTRAL SPAN GUY (6013.0170, GYD3OW) -TOP POLE 1' ABOVE COMMS, REMOVE STUB AFTER COMMS TRANSFER 2-129 P04 318649-166825 -INSTALL NEW 35' CL-2 STUB POLE (MID: 8973502)2-23 INSTALL POLE 7' WEST OF DRIVEWAY -INSTALL 24" PLATE ANCHOR LL=25' W (MINIMUM), BACKFILL______(6012.1000, ANDP24)2-10A INSTALL BETWEEN TWO WEST-MOST TREES EAST OF INTERSECTION INSTALL DBL 7/16" DOWN GUY TO ANCHOR (W) (LL=25')(6013.0100, GYDD71A) -INSTALL NEW GRID NUMBERS 318649-166825 Vault & Equipment Table Site Grid Number Vault Size & Cover Type & Size Equipment In Vault Install Primary Bushings Transformer ID Numbers (Company ID) DESIGN INFORMATION ENGINEER TO COMPLETE AS BUILT INFORMATION Foreman-Complete CONSTRUCTION UNITSLB ELB10J Per STD 6041.1000 DC MID 7630600 J05 318660 166830 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS J-BUS EXISTING 3 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x3 J06 318644 166833 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS J-BUS EXISTING 3 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x3 V03 318641 166821 EXISTING COMBO VAULT J-BOX BELOW GRADE W/ 3-4 POS J-BUS 3X 15 kVA TUT XFMR 277/480V EXISTING 3 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x3 V07 318644 166805 EXISTING COMBO VAULT J-BOX BELOW GRADE W/ 3-4 POS J-BUS 50 kVA TUT XFMR 120/240V EXISTING 3 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x3 MA T C H L I N E SE E P A G E 5 O F 9 C C N. LANIER 253-273-0625 UNITS OF PROPERTY INSTALL ONLY MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS CROSSARM - DISTRIBUTION CROSSARM - TRANSMISSION UNITS OF PROPERTY REMOVAL ONLY MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS CROSSARMS - DISTRIBUTION CROSSARMS - TRANSMISSION POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P03 318642-166834 45 1 P04 318649-166825 35 2 SET POLE 7' WEST OF P03 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 P03 318642-166834 40 2 1970 4/30/26 A. JOVEN UPDATED SCOPE AND SITE NOTES 5/8/26 MFP26001878 3233 NE 12TH ST TPN: 7801300000 METER SERVICES ON LYNNWOOD 00 A 34 00 A 35 3232 MO N R O E A V E N E 336.4 MCMACSR EXISTING CØAEP270 EXISTING BØAEP269 EXISTING AØAEP268 HIG 13 EXISTING 318631-166853 100kVA 120/240V EXISTING 318623-166853 50kVA 120/240V EXISTING 318608-166853 100kVA 120/240V 60' 30' 30' NE 12TH ST EXISTING 318643-166853 37.5kVA 120/240V X11078, 100T 318650-166848 37.5kVA 120/240V T98505 100T SITE PLAN 10 1 1 9 1 1 7 9 R 1 SCALE: 1" = 20' 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 DUSTIN WELLER 206-379-4347 5/8/26 ARIELLE JOVEN 702-482-5886 5/8/26 N/A N/A N/A J. YATES -5/8/26 N/A RENTON HIGHLANDS RESERVOIR WATER MAIN UG POWER RELOCATION 1140 EDMONDS AVE NE, RENTON, WA 98056 N/A N/A N/A 101191179 AS NOTED 7 / 9 KING N/A N/A CSPSKEPI S04 T23N R05E N/A N/A 2305E015,016 2305E040 2305E015,016 HIG-13 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 NOTES IP10 (INTERCEPT POINT 10) -LOCATED 18'6" S OF NE 12TH ST C/L AND 119'3" E OF LYNWOOD AVE NE C/L - INTERCEPT EXISTING 3-2” CONDUITS P01A-IP10 -LOWER POWER CONDUITS TO 28” BELOW GRADE MINIMUM, TOP OF CONDUIT, TO ENSURE 11” SEPARATION FROM EXISTING 10” CI WATER AND AT LEAST 12” SEPARATION FROM OTHER UTILITIES. RELOCATE POWER 3' WEST OF EXISTING UTILIZE SCHEDULE 80 WITH 90°, 45°, 22°, OR 11° BENDS TO ACHIEVE REQUIRED ELEVATION P01 318643-166853 (1960, 40', CL1, ∠0⁰, 120' AVE SPAN) -REMOVE EXISTING 40' CL1 POLE P01A 318650-166848 (2026, 40', CL1, ∠0⁰) -INSTALL NEW 40' CL1 POLE (6010.1000, PD451)2-23 SET POLE 25' WEST OF EXISTING P01 -INSTALL 3Ø TANGENT PTP (6033.1012, TAN313) INSTALL 8P SINGLE STD 9' ARM (MID: ARD1S09) -INSTALL 3Ø 200A TERM, WITH TRANSFORMER (6043.1003, TSU3LTW)2-57x3, 2-24 INSTALL LB C/O'S & 100T FUSES (MID: 3412500) INSTALL (3) LI C/O COVERS (MID: 9999109) INSTALL (3) LA COVERS (MID: 9998115) ACTUAL 3Ø____UG PRI ADDED L=____ BATCH YEAR____ ACTUAL TRENCH L=____' INSTALL SW BD #T98505 -XFER EXIST 37.5kVA 7-120/240V XFMR (6025.1000, TRFPXF)2-24 REPL LB C/O, 15T FUSE, & STIRRUP; TAP BØ (MID: 3412300) INSTALL LB C/O COVER (MID: 9999530) INSTALL XFMR BUSHING COVER (MID: 9996101) -INSTALL (3) 2'' PRI RISER (6042.1000, RIS2CSS)2-45 -INSTALL BRIDLE SERVICE 25' EAST OF POLE, ATTACHING TO NEUTRAL (6024.1000, BSTPX) -XFER OH SVC, ____TPLX (N) SERVING ADDRESS 3224 NE 12TH ST RENTON, 98056, ACTUAL____' -XFER OH SEC,____TPLX (W), ATTACHED TO P02 (SPAN=90') ACTUAL____' -INSTALL NEW GRID NUMBER 318650-166848 -TOP POLE 1' ABOVE COMMS, REMOVE STUB AFTER COMMS TRANSFER 2-129 Vault & Equipment Table Site Grid Number Vault Size & Cover Type & Size Equipment In Vault Install Primary Bushings Transformer ID Numbers (Company ID) DESIGN INFORMATION ENGINEER TO COMPLETE AS BUILT INFORMATION Foreman-Complete CONSTRUCTION UNITSLB ELB10J Per STD 6041.1000 DC MID 7630600 V04 318631 166853 EXISTING PM 100 kVA PM XFMR 120/240V EXISTING 1 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x1 V05 318623 166853 EXISTING PM 50 kVA PM XFMR 120/240V EXISTING 1 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x1 V06 318608 166853 EXISTING PM 100 kVA PM XFMR 120/240V EXISTING 1 -REPLACE ELBOW & CONDUCTORS. WIRE CREW TO INSTALL CABLE NUMBERS.2-57x1 MA T C H L I N E SE E P A G E 6 O F 9 D D N. LANIER 253-273-0625 UNITS OF PROPERTY INSTALL ONLY MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS CROSSARM - DISTRIBUTION CROSSARM - TRANSMISSION UNITS OF PROPERTY REMOVAL ONLY MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS DIST. INSULATORS TRANS. ARRESTERS TRANS. INSULATORS CROSSARMS - DISTRIBUTION CROSSARMS - TRANSMISSION New pole at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER TRANSFER Company ID#: Primary phase connected to: Tested Secondary Voltage P01A 318650-166848 37.5 kVA POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P01A 318650-166848 40 1 SET POLE 25" WEST OF P01 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 P01 318643-166853 40 1 1960 4/30/26 A. JOVEN UPDATED SCOPE AND SITE NOTES 5/8/26 MFP26001878 HA R R I N G T O N A V E N E HA R R I N G T O N A V E N E JE F F E R S O N A V E N E KI R K L A N D A V E N E NE S U N S E T R D LY N N W O O D A V E N E EXISTING 318641-166756 U86912DA EXISTING 318642-166756 U86913DA EXISTING 318641-166758 EXISTING 318656-166757 X3310, 100T EXISTING 318648-166756 EXISTING 318650-166771 U1925DA EXISTING 318641-166821 3x15kVA 277/480V Wye/Wye EXISTING 318638-166846 150kVA 120/208V EXISTING 318644-166833 EXISTING 318660-166830 EXISTING 318655-166831 300kVA 120/208V EXISTING 318663-166824 EXISTING 318676-166831 25kVA 120/240V EXISTING 318651-166604 U317 EXISTING 318652-166606 EXISTING 318648-166624 EXISTING 318648-166642 25kVA 120/240V EXISTING 318648-166666 EXISTING 318643-166669 37.5kVA 120/240V EXISTING 318648-166685 25kVA 120/240V NEW 318652-166678 EXISTING 318622-166681 X5116 EXISTING 318659-166687 T77560, 65T EXISTING 318648-166735 EXISTING 318641-166736 EXISTING 318638-166736 225kVA 120/208V NEW 1-6" NEW 1-4" EXIST 1-6" EXIST 1-4" EXIST 1-6" EXIST 1-4" NEW 1-6" NEW 1-4" NEW 1-4" NEW 1-6" NEW 1-4" EXIST 1-6" EXIST 1-4" NEW 1-6" NEW 1-4" NEW 1-4" NEW 1-4" EXIST 1-4" EXIST 1-4" EXIST 1-4" EXIST 1-4" EXIST 1-4" EXIST 1-4" EXIST 1-4" MO N R O E A V E N E NEW 1-2" EXIST 1-2" NEW 1-2" NEW 1-2" EXIST 1-2" EXIST 1-2" EXIST 1-2"EXIST 1-4" EXIST 1-2" EXIST 1-4" EXIST 1-4" EXIST 1-4" EXIST 1-6" EXIST 1-6" EXISTING 318648-166704 50kVA 120/240V EXIST 1-2" EXISTING 318647-166745 167kVA 120/140V EXIST 1-2" EXISTING 318631-166853 100kVA 120/240V EXISTING 318623-166853 50kVA 120/240V EXISTING 318608-166853 100kVA 120/240V EXIST 1-6"EXIST 1-4" NEW 318642-166834 T98506 T98507 65T EXIST 1-6" NEW 1-4" EXISTING 318644-166805 50 kVA 120/240V NEW 1-6" EXIST 1-4" NEW 318650-166848 T98505 100T CONDUIT DIAGRAM 10 1 1 9 1 1 7 9 R 1 SCALE: NONE 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 DUSTIN WELLER 206-379-4347 5/8/26 ARIELLE JOVEN 702-482-5886 5/8/26 N/A N/A N/A J. YATES -5/8/26 N/A RENTON HIGHLANDS RESERVOIR WATER MAIN UG POWER RELOCATION 1140 EDMONDS AVE NE, RENTON, WA 98056 N/A N/A N/A 101191179 AS NOTED 8 / 9 KING N/A N/A CSPSKEPI S04 T23N R05E N/A N/A 2305E015,016 2305E040 2305E015,016 HIG-13 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. LANIER 253-273-0625 2-35 x 270' & 2-36 x 745' 2-54 x 1050', 2-55 x 2340', & 2-56 x 2275' 2-49 x 645' & 2-63 x 287 yd 4/30/26 A. JOVEN UPDATED SCOPE AND SITE NOTES 5/8/26 MFP26001878 HA R R I N G T O N A V E N E HA R R I N G T O N A V E N E JE F F E R S O N A V E N E KI R K L A N D A V E N E NE S U N S E T R D MO N R O E A V E N E LY N N W O O D A V E N E REMOVE 750MCM AØ43940 BØ43941 CØ43942 REMOVE 1/0 AØ32104 BØ32105 CØ32106 REMOVE 1/0 AØ32107 BØ32108 CØ32109 REMOVE 1/0 AØ32110 BØ32111 CØ32112 REMOVE 1/0 AØ32116 BØ32117 CØ32118 NEW 750MCM AØEKH334 BØEKH335 CØEKH336 NEW 1/0 AL JKT AØEKH337 BØEKH338 CØEKH339 NEW 1/0 AL JKT AØEKH340 BØEKH341 CØEKH342 NEW 1/0 AL JKT AØEKH343 BØEKH344 CØEKH345 NEW 1/0 AL JKT AØEKH346 BØEKH347 CØEKH348 NEW 1/0 AL JKT AØEKH402 BØEKH403 CØEKH404 NEW 1/0 AL JKT AØEKH405 BØEKH406 CØEKH407 NEW 1/0 AL JKT CØEKH410 NEW 1/0 AL JKT BØEKH409 NEW 1/0 AL JKT AØEKH408 REMOVE 1/0 AØ32116 BØ32117 CØ32118 NEW 1/0 AL JKT AØEKH349 BØEKH400 CØEKH401 REMOVE 1/0 AØAEB807 BØAEB808 CØAEB809 REMOVE 1/0 CØAEB270 REMOVE 1/0 BØAEB269 REMOVE 1/0 AØAEB268 NEW 750MCM AØEKH334 BØEKH335 CØEKH336 EXISTING 318641-166756 U86912DA EXISTING 318642-166756 U86913DA EXISTING 318641-166758 EXISTING 1/0 AØEJN735 BØEJN736 CØEJN737 EXISTING 1/0 AØEJN732 BØEJN733 CØEJN734 EXISTING 318656-166757 X3310, 100T EXISTING 318648-166756 EXISTING 318650-166771 U1925DA EXISTING AØEHN539 BØEHN540 CØEHN541 EXISTING AØACT564 BØACT565 CØACT566 REMOVE 1/0 AØ32119 BØ32120 CØ32121 EXISTING 318641-166821 3x15kVA 277/480V Wye/Wye EXISTING 318638-166846 150kVA 120/208V EXISTING 1/0 AØAEB804 BØAEB805 CØAEB806 EXISTING 1/0 AØAEB801 BØAEB802 CØAEB803 EXISTING 1/0 AØACA986 BØACA987 CØACA988 EXISTING 318660-166830 EXISTING 318655-166831 300kVA 120/208V EXISTING 318663-166824 EXISTING 318676-166831 25kVA 120/240V EXISTING 1/0 AØAEB814 BØAEB815 CØAEB816 EXISTING 1/0 AØAEB820 BØAEB821 CØAEB822 EXISTING 1/0 AØAEB817 BØAEB818 CØAEB819 EXISTING 318651-166604 U317 EXISTING 750MCM AØ43940 BØ43941 CØ43942 RE-LABEL AT SW U317 TO AØEKH334 BØEKH335 CØEKH336 EXISTING 1/0 AØ32104 BØ32105 CØ32106 RE-LABEL AT J-BOX TO AØEKH337 BØEKH338 CØEKH339 EXISTING 318652-166606 EXISTING 318648-166624 EXISTING 318648-166642 25kVA 120/240V EXISTING 1/0 AØUNK EXISTING 318648-166666 EXISTING 1/0 BØ32113 EXISTING 318643-166669 37.5kVA 120/240V EXISTING 318648-166685 25kVA 120/240V NEW 318652-166678 EXISTING 1/0 AØUNK EXISTING 318622-166681 X5116 EXISTING 318659-166687 T77560, 65T EXISTING 1/0 AØ23724 BØ23725 CØ23726 EXISTING 1/0 AØ23657 EXISTING 318648-166735 EXISTING 318641-166736 EXISTING 1/0 AØ30484 BØ30485 CØ30486 EXISTING 318638-166736 225kVA 120/208V EXISTING 318631-166853 100kVA 120/240V EXISTING 318623-166853 50kVA 120/240V EXISTING 318608-166853 100kVA 120/240V EXISTING 318648-166704 50kVA 120/240V EXISTING 318647-166745 167kVA 120/140V EXISTING 1/0 AØUNK EXISTING 1/0 BØ23647 EXISTING 318644-166833 EXISTING 318644-166805 50kVA 120/240V NEW 750MCM AØEKH600 BØEKH601 CØEKH602 NEW 1/0 AL JKT AØEKH422 BØEKH423 CØEKH424 REMOVE 1/0 AØADW139 BØADW140 CØADW141 REMOVE 750MCM AØEHG000 BØEHG001 CØEHG002 EXISTING 1/0 AØADW142 BØADW143 CØAEB800 NEW 318642-166834 T98506 T98507 65T NEW 318650-166848 T98505 100T CABLE DIAGRAM 10 1 1 9 1 1 7 9 R 1 SCALE: NONE 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 DUSTIN WELLER 206-379-4347 5/8/26 ARIELLE JOVEN 702-482-5886 5/8/26 N/A N/A N/A J. YATES -5/8/26 N/A RENTON HIGHLANDS RESERVOIR WATER MAIN UG POWER RELOCATION 1140 EDMONDS AVE NE, RENTON, WA 98056 N/A N/A N/A 101191179 AS NOTED 9 / 9 KING N/A N/A CSPSKEPI S04 T23N R05E N/A N/A 2305E015,016 2305E040 2305E015,016 HIG-13 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A LSG317 PULL VAULT CABLE ENTRY DETAIL SCALE: NONE 1-2", 1-4", or 1-6" Power Conduits Excavated Dirt Pile Final Grade 24" Min 6" Min Sand Cover Over Power Conduits 36" Min Cover (Typ.)48" Max (Typ.) Backfill (No rocks over 6" diameter) NOTE: Install 12" shading if the backfill contains rocks greater than 10" dia. 3" Sand Bedding VEHICLE ACCESS SIDE 6"4" 12" Typical (6" Min) NOT TO SCALE TRENCH EXCAVATION DETAIL Excavation - 31 cubic yards SIDE VIEW 5'-4" Crushed 6" Rock TOP VIEW 10' 16' 5'-0" 8" 6'-2" Cover 6,540 lbs 11,600 lbs Base 5'-10" 11'-4" Final Grade Adjustable Cover (See NOTE Below) 2" 6,140 lbs 8" Riser Three 3' Sq Diamond or Anti-SkidPlate Doors Adjustable Bolts (4) 5106 PULL VAULT EXCAVATION DETAIL SCALE: NONE MID # 7906630 OR 9996167 N. LANIER 253-273-0625 2" 4/30/26 A. JOVEN UPDATED SCOPE AND SITE NOTES 5/8/26 MFP26001878