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HomeMy WebLinkAboutMFP26002592.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26002592 IVR Number: 26002592 Permit Information Permit Name: Puget Sound Energy - Electric 101202979Address/Location:05/19/2026Application Date:2923059042Parcel Number: 17420 106TH PL SE Permit Type:06/04/2026Issue Date:Franchise Permit Work Class:06/04/2027Expiration Date:Major Utility Job Number: 101202979Franchise Type:Electric Description: Puget Sound Energy Electric At P01 @ 17420 106th Pl SE, crew to replace pole and install protection device. At P02 @ 16627 Benson Rd S, crew to replace pole and install protection device. All restoration to be completed to city standards. Contacts Name Address PhoneTypeBilling Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX Permitting Department Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 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 5/19/2026 101202979 17420 106th Pl SE and 16627 Benson Rd S Vanneda Bunna 980-701-5325 Monday Friday 8:00am 3:00pm Scott Warlick CED 6/4/2026 MFP26002592 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. 17420 106th Pl SE Renton WA 98055 USA W 2 0 - 1 ROAD WORK AHEA D X' ≥ 11 11 16 16 14 11 SE 174TH S T 1 0 6 T H P L S E SE CARR RD SE 174TH S T 11111111 14 14 11111111 11 11 P01 W20-1 RO A D WO R K AH E A D CO N E TO P P E R LE F T KE E P R4 - 8 B CE D A R A V E W20-1 RO A D WO R K AH E A D X'≥X'≥X'≥ RIG H T L A N E CLO S E D AH E A D W20-5R W1-4L X'≥ W1-4R X'≥ 1 0 8 T H A V E S E © © THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA maintain (2) 1 1 ' l a n e s 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 YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 1 OF 217420 106th Pl SE, Renton, WA 98055 0 12530940 05/12/2026 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) on all State State Routes and Hwys. (Unless otherwise noted.) 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 11' 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:John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 MFP26002592 16627 Benson Rd S Renton WA 98055 USA 11 11 12 12 13 13 12 13 11 12 11 12 SE 168TH ST 1 0 9 T H A V E S E 10 8 T H A V E S E SE 30TH PL (PRVT) W20-1 RO A D WO R K AH E A D 1017 P02 SE 29TH ST W 2 0 - 1 ROAD WORK AHEAD W2 1 - 5 SHOULDER WORK X ' ≥ X ' ≥ W20-1 RO A D WO R K AH E A D X'≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE LEFT KEEP R4-8B 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 YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 2 OF 217420 106th Pl SE, Renton, WA 98055 0 12530940 05/12/2026 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658 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) on all State State Routes and Hwys. (Unless otherwise noted.) 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 11' 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'. MFP26002592 Vicinity Map 10 1 2 0 2 9 7 9 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. 2305E115 2026 EPS ROL-15 RECLOSER UPGRD RECLOSER Owner / Developer Contact Info officeATTN:TYLER THOMPSONPHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER# E-Mail: Cell Phone: Project Manager Contact Information: Manager:VANNEDA BUNNA 980-701-5325 vanneda.bunna@pse.com 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) Conductors & Equipment - Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set, unless otherwise indicated on this sketch. - Transfer existing transformers to new poles unless otherwise indicated on this sketch. - Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites being worked within the scope of the project where they are currently missing. - For 12kV construction, always install avian protection with 4/0 Cu covered jumpers and #4 SD aluminum-covered tie-wire (MID 8454500), For 34 kV construction, use bare wire primary jumpers with preformed helical grip ties. - Apply avian protection devices when required per Standard 6015.2000. - 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. Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing SpaceRoad Face Quadrant Climbing Space 5" Min CL LC Direction of Vehicular Traffic CONDUIT RISER PLACEMENT DETAIL TOP VIEW NOT TO SCALE UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites Pole Wrap Final Grade NOTES - For use on poles that are deep set, such that the pole's standard ground line through-bore zone is placed below the final grade. A minimum of 6" of overlap is required and approximately 2" of wrap should be exposed above ground line. Install pole wrap using staples, tracks, or nails. Install the date tag to track installation date. TREATED WRAP FOR WOOD POLES 20" x60" INDIVIDUAL WRAP MID 9997789 10% Pole Height +2' Exposed wrap 2" above ground line Ground Line Through-Bore Zone NOT TO SCALE 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. PAGE INDEX PAGE 2 - OVERHEAD CIRCUIT MAP (BEFORE & AFTER) PAGES 3-4 - SITE PLANS GENERAL CONSTRUCTION NOTES AT ALL POLES WHERE WORK IS PERFORMED: 1. REPLACE ALL BARE PRIMARY JUMPER WIRE WITH 4/0CU & #4CU COVERED WIRE (MID 8454500 & 9998076) 2. INSTALL BUSHING COVERS ON ALL TRANSFORMERS (MID 3450000) 3. INSTALL POLE WRAPS AT ALL LOCATIONS WHERE POLES ARE BEING DEEP SET (MID 9997789) INSTALL THE APPROPRIATE CUTOUT COVER ON ALL FUSED CUTOUTS WITHIN THE PROJECT AREA * AVIAN ZONE ► USE COVERED JUMPER WIRE WHEN PRIMARY IS TAPPED PER STD [6015.2000] ► USE AVIAN PROTECTOR (MID 9996514) FOR ALL PORCELAIN-INSULATED LINK BREAK CUTOUTS ► USE AVIAN PROTECTOR (MID 9999530) FOR ALL POLYMER-INSULATED LINK BREAK CUTOUTS ► USE AVIAN PROTECTOR (MID 9998806) FOR ALL LOAD INTERRUPTOR CUTOUTS PER STD [6015.2000] ► USE BUSHING COVER (MID 9996101) FOR ALL OH TRANSFORMER BUSHINGS GENERAL SPECIFICATIONS Project Summary: 2305E115 2026 EPS ROL-15 Recloser Upgrd Scope Details -Upgrade X11049 switch with SCADA enabled VIPER-ST and replace 351R-4 with 651R-2 -Upgrade X11099 switch with SCADA enabled VIPER-ST and replace 351R-4 with 651R-2 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 face 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. Return removed materials to the local storeroom or PSE storeroom JUMPER WIRES USE COVERED #4 SOLID COPPER (Cu) FOR ALL 200A JUMPER APPLICATIONS - MID# 9998076 USE COVERED 4/0 STRANDED COPPER (Cu) FOR ALL 600A JUMPER APPLICATIONS - MID# 8454500 Automated Utility Design (AUD) THIS IS A AUD DRAWING CERTAIN EXISTING /PROPOSED AUD SYMBOLS DO NOT REFLECT STANDARDS WORK SKETCH PREPARATION 0300.1000 DISREGARD SOME LEGEND SYMBOLS AND REFER TO TENSING/ESRI AND THE ENGINEER SITE NOTES FOR CLARIFICATION EXIST. 1Ø OH/UG TPX EXIST. 2Ø OH/UG EXIST. 3Ø OH/UG 55KV TRANSMISSION 115KV TRANSMISSION 230KV TRANSMISSION QUAD DUPLEX WINGARM LEGEND CONDUIT RISER TRANSFORMER NEW CONDUCTOR AND OR TRENCH LINE DISCONNECT - FUSED EXISTING POLE DOWN GUY DISCONNECT - UNFUSED NEW POLE SECONDARY HANDHOLE EXISTING CONDUCTOR TO BE REMOVED OR ABANDONED STREET LIGHT EXISTING METER OR OVERHEAD JUMPER CONNECTION REMOVE RECLOSER SPAN GUY GANG OPERATED SWITCH FUSESAVER PHASE SHIFTER AMR / AMI DEVICE AMI OVERHEAD MARKER SWITCH CAPACITOR REGULATOR NORMAL OPEN FAULT INDICATOR OR OR 12530940 101202979Superior 108179982Removal Yes"Flagging Required" "Outages Required" "Locates Required" Yes Yes No No No Required" "Joint Trench Coordination "Vegetation Management Required"Yes No Yes No LAT/LONG:47.452678, -122.196956 N *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 DESIGNED BY: ENTRUST SOLUTIONS GROUP V.BUNNA 980.701.5325 5/13/2026 K.RUSHING 925.400.6335 5/13/2026 N/A N/A N/A K.RUSHING 925.400.6335 5/13/2026 N/A RENTON 2305E115 2026 EPS ROL-15 Recloser Upgrd RECLOSER 16627 BENSON RD S, RENTON, WA 98055 N/A N/A N/A 101202979 AS NOTED 1/4 KING N/A N/A QCSOKE SW.29.23.05.E NW.29.23.05.E N/A 213.082 & 212.082 2305.E.115 & 2305.E.114 2305.E.136 N/A ROL-15 CENTURYLINK/QWEST N/A N/A COMCAST - AUBURN N/A N/A RENTON SCHOOL DISTRICT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A MFP26002592 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 X98629S X98630S OVERHEAD CIRCUIT MAP - BEFORE OVERHEAD CIRCUIT MAP - AFTER XX X 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 DESIGNED BY: ENTRUST SOLUTIONS GROUP V.BUNNA 980.701.5325 5/13/2026 K.RUSHING 925.400.6335 5/13/2026 N/A N/A N/A K.RUSHING 925.400.6335 5/13/2026 N/A RENTON 2305E115 2026 EPS ROL-15 Recloser Upgrd RECLOSER 16627 BENSON RD S, RENTON, WA 98055 N/A N/A N/A 101202979 AS NOTED 2/4 KING N/A N/A QCSOKE SW.29.23.05.E NW.29.23.05.E N/A 213.082 & 212.082 2305.E.115 & 2305.E.114 2305.E.136 N/A ROL-15 CENTURYLINK/QWEST N/A N/A COMCAST - AUBURN N/A N/A RENTON SCHOOL DISTRICT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A P01* P02* OVERHEAD CIRCUIT MAP - AFTER MFP26002592 316811-166300 X11049 X98629S R 316824-166299 37.5kVA 120/240V 316792-166298 25kVA 120/240V 16623 2932 301616627 1665116655 16801 3100 16810 10 8 T H A V E S E SE 168TH ST BE N S O N R D S 16807 33 6 . 4 M C M A C S R ( 1 4 4 ' ) 33 6 . 4 M C M T W ( 1 9 2 ' ) 35 M P H RO L 15 316794-166298 100T 100T T95584 ABC 35 M P H 30MPH AB C AØ25920 BØ25921 CØ25922 AØEKG701 BØEKG702 CØEKG703 CRP 336.4 M C M A C S R ( 2 3 5 ' ) 3 3 6 . 4 M C M A C S R ( 1 2 1 ' ) 33 6 . 4 M C M T W ( 1 3 1 ' ) 10 1 1 6 5 6 1 7 SITE PLAN SCALE: 1" = 50' 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 316811-166300 50'1 2004 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P01 316811-166300 50'H2 Removed at site: Grid Number: Recloser Company ID#: Controller Company ID#: Foreman to redline the following information RECLOSER CONTROLLER REMOVAL Installed at site: Grid Number: Recloser Company ID#: Controller Company ID#: Recloser Material ID#: Controller Material ID#: Foreman to redline the following information RECLOSER CONTROLLER INSTALLATION X X P01 P01 316811-166300 316811-166300 P01: 316811-166300 (EXIST: ∠1°, AVG SPAN 163') -EX 50' CL 1, 2004 POLE TO BE REPLACED -INSTALL 50' CLH2 POLE (6010.1000, PD50H2)2-23 -SAMEHOLE SET -DEEPSET 1' -INSTALL 3Ø DBL DE (6033.1046, DDE3310) -REMOVE EX RECLOSER 2-24R x 2 -RETIRE SW#X11049 -INSTALL N.C. 800A G&W, 42 PIN VIPER RECLOSER W/ CPT (6023.1022, REC15VGWT42P)2-24N x 2 -MOUNT RECLOSER ON LOAD SIDE OF POLE (N)(9947276) -INSTALL RECLOSER WITH SOURCE TERMINALS FACING P01S ON ROL-15 -INSTALL RECLOSER WITH LOAD TERMINALS FACING P01L ON ROL-15 -INSTALL (9) 600A SB DISC SW (9995955) -INSTALL (12) WEDGE CONNECTORS (2368200) -INSTALL SEL-651R-2 CONTROLLER (9947645) -INSTALL 40' CONTROL CABLE. 42 PIN W/ LOCKING LEVERS (9947647) -INSTALL 40' PT SECONDARY CABLE, 3 PIN (9947648) -INSTALL 1Ø 1kVA 120V SVC XFMR, MOUNT ON ROAD SIDE (E)(9947664)1-8A -INSTALL LB C/O & 1T FUSE FOR XFMR -FOR PT TRF, TAP SOURCE SIDE (S), CØ OF CIRCUIT ROL-15 -INSTALL (9) SB C/O COVERS (9947360) -INSTALL (6) RECL BUSHING COVERS (9946974) -INSTALL (1) LB C/O COVER (9999530) -INSTALL SW BD #X98629S (N.C.) -PLACE METAL VOLTAGE CORRECTION PLACARD INSIDE RELAY ENCLOSURE -ENABLE SCADA CAPABILITY -TRANSFER STREETLIGHT -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-129 VICINITY MAP 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 15.5kV Viper ST Recloser Not To Scale MID: 9947276 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 DESIGNED BY: ENTRUST SOLUTIONS GROUP V.BUNNA 980.701.5325 5/13/2026 K.RUSHING 925.400.6335 5/13/2026 N/A N/A N/A K.RUSHING 925.400.6335 5/13/2026 N/A RENTON 2305E115 2026 EPS ROL-15 Recloser Upgrd RECLOSER 16627 BENSON RD S, RENTON, WA 98055 N/A N/A N/A 101202979 AS NOTED 3/4 KING N/A N/A QCSOKE NW.29.23.05.E N/A 212.082 2305.E.114 2305.E.136 N/A ROL-15 CENTURYLINK/QWEST N/A N/A COMCAST - AUBURN N/A N/A RENTON SCHOOL DISTRICT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A * X X 9947276 9947645 P01L: 316824-166299 (EXIST: ∠28°, AVG SPAN 132') -EX 50' CL 1, 2009 POLE TO BE REMAIN -FOR REFERENCE P01S: 316792-166298 (EXIST: ∠5°, AVG SPAN 226') -EX 50' CL 1, 2007 POLE TO REMAIN -FOR REFERENCE 16627 BENSON RD S, RENTON, WA 98055 MFP26002592 RESTORATION PER CITY OF RENTON STANDARDS 316584-166226 X11099 X98630S R 316579-166243 100T X15555 316589-166207 25kVA 120/240V SE 174T H S T 1 0 6 T H P L S E 17420 10636 10650 10700 10715 10407 336.4 MC M A C S R ( 1 4 5 ' ) 336.4 MC M A C S R ( 2 2 2 ' ) 25MPH 2 5 M P H AB C ROL 15 AØEHC816 BØEHC817 CØEHC818 AØEHC813 BØEHC814 CØEHC815 AØEHC810 BØEHC811 CØEHC812 336.4 M C M A C S R ( 2 4 8 ' ) 10 1 1 6 5 6 1 7 SITE PLAN SCALE: 1" = 50' VICINITY MAP 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 15.5kV Viper ST Recloser Not To Scale MID: 9947276 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 DESIGNED BY: ENTRUST SOLUTIONS GROUP V.BUNNA 980.701.5325 5/13/2026 K.RUSHING 925.400.6335 5/13/2026 N/A N/A N/A K.RUSHING 925.400.6335 5/13/2026 N/A RENTON 2305E115 2026 EPS ROL-15 Recloser Upgrd RECLOSER 17420 106TH PL SE, RENTON, WA 98055 N/A N/A N/A 101202979 AS NOTED 4/4 KING N/A N/A QCSOKE SW.29.23.05.E N/A 213.082 2305.E.115 2305.E.136 N/A ROL-15 COMCAST - AUBURN N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Removed at site: Grid Number: Recloser Company ID#: Controller Company ID#: Foreman to redline the following information RECLOSER CONTROLLER REMOVAL Installed at site: Grid Number: Recloser Company ID#: Controller Company ID#: Recloser Material ID#: Controller Material ID#: Foreman to redline the following information RECLOSER CONTROLLER INSTALLATION X X P02 316584-166226 P02: 316584-166226 (EXIST: ∠1°, AVG SPAN 183') -EX 50' CL 2, 2018 POLE TO BE REPLACED -INSTALL 50' CLH2 POLE (6010.1000, PD50H2)2-23 -SAME HOLE SET -1' DEEP SET -INSTALL 3Ø DBL DE (6033.1046, DDE3310) -REMOVE EXISTING RECLOSER 2-24R x 2 -RETIRE SW #X11099 -INSTALL N.C. 800A G&W, 42 PIN VIPER RECLOSER W/ CPT (6023.1022, REC15VGWT42P)2-24N x 2 -MOUNT RECLOSER ON LOAD SIDE OF POLE (NW)(9947276) -INSTALL RECLOSER WITH SOURCE TERMINALS FACING P01S ON ROL-15 -INSTALL RECLOSER WITH LOAD TERMINALS FACING P01L ON ROL-15 -INSTALL (9) 600A SB DISC SW (9995955) -INSTALL (12) WEDGE CONNECTORS (2368200) -INSTALL SEL-651R-2 CONTROLLER (9947645) -INSTALL 40' CONTROL CABLE. 42 PIN W/ LOCKING LEVERS (9947647) -INSTALL 40' PT SECONDARY CABLE, 3 PIN (9947648) -INSTALL 1Ø 1kVA 120V SVC XFMR, MOUNT ON ROAD SIDE (NE)(9947664)1-8A -INSTALL LB C/O & 1T FUSE FOR XFMR -FOR PT TRF, TAP SOURCE SIDE (SE), CØ OF CIRCUIT ROL-15 -INSTALL (9) SB C/O COVERS (9947360) -INSTALL (6) RECL BUSHING COVERS (9946974) -INSTALL (1) LB C/O COVER (9999530) -INSTALL SW BD #X98630S (N.C.) -PLACE METAL VOLTAGE CORRECTION PLACARD INSIDE RELAY ENCLOSURE -ENABLE SCADA CAPABILITY 9947276 9947645 P02L: 316589-166207 (EXIST: ∠0°, AVG SPAN 236') -EX 50' CL 2, 2018 POLE TO BE REMAIN -FOR REFERENCE P02S: 316579-166243 (EXIST: ∠0°, AVG SPAN 121') -EX 50' CL 2, 2018 POLE TO REMAIN -FOR REFERENCE X X ..\..\..\Users\P89540\Downloads\Screenshot 2026-05-11 080726.png* P02 316584-166226 17420 106TH PL SE, RENTON, WA 98055 MFP26002592 RESTORATION PER CITY OF RENTON STANDARDS