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Home My WebLink AboutMFP25006372.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25006372 IVR Number: 25006372 Permit Information Permit Name: 101169204 Address/Location:12/11/2025Application Date:2473390400Parcel Number: 16225 132ND PL SE Permit Type:01/07/2026Issue Date:Franchise Permit Work Class:01/07/2027Expiration Date:Major Utility Job Number: 101169204 Description: Potelco to bore 627 feet in the ROW. Open trench 100 feet and set new junction box. Pothole all existing utilities. Restoration per City of Renton 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 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 CHRISTIANI CRISTINA QUINN 16225 132ND PL SE RENTON, WA 98058 Owner General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. 1.Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Potelco, Inc 6905 S 228th St Kent, WA 98466 Please See Attached Katie Zimmerman 9/4/2025 101169204- O#914569 ROL-17 CREW2 13203 SE 164 16225 132nd Pl SE RICHARD MILLER 253-355-6930 Monday Friday 8:00am 3:00pm Scott Warlick CED MFP25006372 1/7/2025 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. 132ND PL SE10 10 10101313 SE FA I R W O O D B L V D133RD PL SE132ND PL SE J J01 BP1 ENTON, WA 98058ENTON, WA 98058lvd W2 0 - 1 ROADWORKAHEADBEPREPAREDTOSTOPW3 - 4 W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥ X'≥ X'≥ W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP STOP STOP FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE 72 HOURS IN ADVANCE BUSSTOP 1313 KING COUNTYCITY OF RENTON CRO S S H E R E SID E W A L K C L O S E D AHE A D S/ WCL O S E D R9-9CROSS HERESIDEWALK CLOSEDAHEADS/WCLOSEDR9-9KING COUNTY CITY OF RENTON W20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEADX'≥X'≥X'≥W20-7AX'≥X'≥X'≥S E 1 6 4 T H S T 18 181111132ND PL SEN SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jose Rodriguez (714) 675-2523 jose.rodriguez@pse.com 1 OF 613205 SE FAIRWOOD BLVD, RENTON, WA 98058 2 11972548 08/15/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. 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 UG/BOX/VAULTVAULT 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 16225 132ND PL SE., RENTON, WA 98058 MFP25006372 SE F A I R W O O D B L V D SE 16 2 N D P L 1313BP2 BP3 STOP 132ND PL SE10 10 1313132ND PL SEW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥ W20-7A W20-1RO A D WO R K AH E A D BEPR E P A R E D TO STO P W3-4X'≥X'≥X'≥W20-7A1010KING COUNTYCITY OF RENTONKING COUNTYCITY OF RENTONCROSS H E R E SIDEWA L K C L O S E D AHEAD S/W CLOSE D R9-9FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE 72 HOURS IN ADVANCEW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP KING C O U N T Y CITY O F R E N T O N 132ND PL SE13 13 KING COUNTYCITY OF RENTONW20- 1ROADWORKAHEAD W20- 4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jose Rodriguez (714) 675-2523 jose.rodriguez@pse.com 2 OF 6 2 11972548 08/15/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT 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 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 16225 132ND PL SE., RENTON, WA 98058 16225 132ND PL SE., RENTON, WA 98058 MFP25006372 1313132ND PL SE131ST PL SESE 16 2 N D P L 1313 BP4 BP5 W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥W20-7ASTOP 132ND PL SE13 13 KING COUNTYCITY OF RENTONSTOP STOP W20-1ROAD WORK AHEAD W20-4ONE LA N E ROAD AHEAD X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AKING C O U N T Y CITY O F R E N T O N KING COUNTYCITY OF RENTON RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE 72 HOURS IN ADVANCE FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA X'≥X'≥Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jose Rodriguez (714) 675-2523 jose.rodriguez@pse.com 3 OF 6 2 11972548 08/15/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT 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 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 16225 132ND PL SE., RENTON, WA 98058 MFP25006372 131ST PL SESE 162ND PL 1313 V01 J02 BP5 BP6 J RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE 72 HOURS IN ADVANCE FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA STOP STOP KING COUNTYCITY OF RENTONW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROAD WORK AHEA D W20-4ONE L A NE ROADAHEAD X ' ≥ X ' ≥X'≥W2 0 - 7A 1 3 2 N D P L S E KING C O U N T Y CITY O F R E N T O N 132ND PL SE13 13 1313 W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥SE 161ST ST 1313 KING COUNTYCITY OF RENTON1414Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jose Rodriguez (714) 675-2523 jose.rodriguez@pse.com 4 OF 6 2 11972548 08/15/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-10 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT 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 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 16225 132ND PL SE., RENTON, WA 98058 MFP25006372 131ST PL SE1313 V03 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE 72 HOURS IN ADVANCE FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA STOP STOP STOP W20-1ROADWORKAHEAD X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROAD WORK AHEAD BE PREPARED TO STOP W3-4X'≥X'≥X'≥W20-7A131ST PL SE1313 1414SE 161ST ST N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jose Rodriguez (714) 675-2523 jose.rodriguez@pse.com 5 OF 6 2 11972548 08/15/2025 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 UG/BOX/VAULTVAULT 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) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100 16225 132ND PL SE., RENTON, WA 98058 MFP25006372 V02 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE 72 HOURS IN ADVANCEFROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA STOP STOP W20-1ROADWORKAHEAD X'≥X'≥W20-7A131ST PL SE1313W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROAD WORK AHEAD BE PREPARED TO STOP W3-4X'≥X'≥X'≥W20-7A131ST PL SE1313 N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jose Rodriguez (714) 675-2523 jose.rodriguez@pse.com 6 OF 6 2 11972548 08/15/2025 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 UG/BOX/VAULTVAULT 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) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-10 16225 132ND PL SE., RENTON, WA 98058 MFP25006372 JOB SITE JOB SITE NEW BORE ~ 72 'CLCLCLBO R E ~ 1 2 0 ' BORE ~ 110' B O R E ~ 7 0 ' ROW = 5 0' EOP ' 3 0' SE 162ND PL 132ND PL SE131ST PL SE132ND PL SE TREE/BUSH TRIMMING REQUIRED 1AAØ - 10521 FROM (V03 317024-167072) TO BE CUT/SPLICED AND RE-ROUTED TO NEW J-BOX (J02) BØ - 10524 FROM (V02 317008-167086) TO BE CUT/SPLICED AND RE-ROUTED TO NEW J-BOX (J02) CB 6' 7'5'34'7'13101 P#2473380330 13105 P#2473380340 13109 P#2473380350 13207 P#2473390360 16203 P#2473390370 16219 P#2473390390 16225 P#2473390400 13200 P#2473390460 16117 P#2473380310 13205 P#2473390410 16121 P#2473380320 OPEN TRENCH ~ 10'BP-2BP-1 B P - 3 BP- 4 BP- 6 OPEN TRENCH ~ 100 BORE ~ 255 ' 16209 P#2473390380 SE FAIRWOOD BLVD BP-5 W.O:101169204-R1POTELCO - PM, Inc.DESIGNED BY MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL Notify Customers and Service Area 48 HRS Prior To Planned Outages ORDER#NOTIF#PROJECT PHASE MAINTENENCE O & M SUPERIOR FAILED SILICONE REMOVAL EXPENSE 11972548 101169204 - 108151859 - 594158016 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG 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" No No Yes Yes "Joint Trench Coordination Req'd" "Vegetation Management Req'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 R. MILLER 253-355-6930 12/26/25 L. NEELY 253-569-2523 12/26/25 --- R. MILLER 253-355-6930 12/26/25 RW-133189 RENTON O#914569 ROL17 CREW2 13203 SE 164 REPLACE CABLES 10521 & 10523, INSTALL NEW J-BOX 16225 132ND PL SE., RENTON, WA 98058 O#914569 - -101169204-R1 AS NOTED 1 OF 2 KING COUNTY --QCSOKE NW-27-05-23 -- 2305E106 2305E136 2305E106 ROL-17 12/26/25 RMSHOW EXIST UTILITES SEPARATION N/A N/A N/A N/A N/A N/A L. NEELY 253-569-2523 12/26/25 OVERHEAD CIRCUIT MAP: 2305E136 SCALE: 6" = 1 MILE SITE PLAN SCALE: 1:50' VAULT & EQUIPMENT TABLE SITE GRID NUMBER VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) REMARKS LB DC J01 316936 167135 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS. J-BUS EXISTING 2 - J02 NEW 316990 167084 HH 4'-8" X 4'-8" X 3'-6" W/3' AS DOOR MATID:7663900 J-BOX BELOW GRADE W/ 2-4 POS. J-BUS MATID: 7625900 5 - INSTALL NEW 4'-8" x 4'-8" x 3'-6" J-BOX WIRE CREW TO INSTALL GRID NUMBERS V01 316980 167087 EXISTING VAULT 37.5kVA PM XFMR 120/240V EXISTING -- V02 317008 167086 EXISTING VAULT 37.5kVA PM XFMR 120/240V EXISTING --NOT SHOWN, NORTH OF V01 V03 317024 167072 EXISTING VAULT 50kVA PM XFMR 120/240V EXISTING --NOT SHOWN, NORTH OF V01 TOTALS :7 - ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE ABANDONED CABLE LEFT IN PLACE ABANDON CIRCUITRYFROMTO 10521 10651964 J01 V01 710 YES NO 10523 10651978 J01 V01 760 YES NO TOTAL CIRCUIT FEET 1,470' VICINITY MAP SITE SPECIFIC NOTES V01 -INSTALL NEW PRIMARY ELBOW (1) (6041.1000 - ELB10J) J02 (NEW J-BOX) -INSTALL NEW J-BOX 15 KV, 5 X 5 X 4 (6055.1010 JBOX1AS), LOCATION MARKED -INSTALL 2-4 POS J-BUSES (MID: 7625900) -INSTALL (5) 1/0 ELBOWS (6041.1000 ELB10J) -INSTALL NEW GRID NUMBER (316990-167084) J01 - J02 (NEW) -INSTALL 1-4" CONDUIT 710'± (L_____') -PULL NEW 2-1Ø PRIMARY CABLES APROX 725'± (L_____') -INSTALL NEW CABLE TAGS (EJY184 & EJY185) V01 - J02 (NEW) -INSTALL 1-2" CONDUIT 10'± (L_____') -PULL NEW 1Ø PRIMARY JUMPER APROX 15'± (L_____') -INSTALL CABLE TAG (EJY186) J01 TO V01 -CUT AND ABANDON IN PLACE CABLE 10521 APROX 710± (L_____') -CUT AND ABANDON IN PLACE CABLE 10523 APROX 800± (L_____') V01 - V03 (317024-167072) LOCATED NORTH -CUT & RE-ROUTE EXISTING CABLE 10521 INTO NEW J-BOX J02 V01 - V02 (317008-167086) LOCATED NORTH -CUT & RE-ROUTE EXISTING CABLE 10524 INTO NEW J-BOX J02 VOLUME OF DISTURBANCE TABLE TYPE DESCRIPTION PROPERTY CLASSIFCATION SIZE (FT)REM CU YD (APPX)GRAVEL FILL CU YD (APPX) COMMON SURFACE TYPES REMARKS BP-1 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-2 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-3 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-4 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-5 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-6 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT OPEN TRENCH TRENCH PVT PROP 1 X 10 X 3 0.2 0.2 ASPHALT OPEN TRENCH TRENCH ROW 1 X 100 X 3 0.2 0.2 ASPHALT 1-PH J-BOX VAULT EXC PVT PROP 8X8X4.33 10.3 7.1 GRASS TOTAL PVT PROP CU YDS (APPX)10.6 7.3 TOTAL ROW CU YDS (APPX)3.8 3.8 TOTAL CU YDS (APPX)14.3 11.1 14' A - 132ND PL SE, SE 162ND PL & 131ST PL SE (LOOKING NORTH) NOT TO SCALE SOUTHBOUND LANE NORTHBOUND LANE EOPCL 50'ROW SIDEWALK 14'1'5' KING COUNTY ROW LEGEND STREET CENTER LINECL RIGHT OF WAY BORE PATH BORE PIT BORE PIT"BP"- PROPERTY LINE EASEMENT POT HOLE OPEN TRENCH →···→→···→DRAINAGE SLOPE BUSHESTREE POT HOLE"PH"- EOP ROW SIDEWALK 1'5' CREW NOTE: POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS. MFP25006372 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 NEW 21 lbs 33 lbs NEW 1-2" EJY186 - BØ JUMPER EJY184 - AØ EJY185 - BØ NEW 1-4"270 lbs 289 lbs AØ - 58378 BØ - 58379 CØ - 58380 EXISTING TO REMAIN AØ - 58089 BØ - 58088 EXISTING TO REMAIN CØ - 58086 EXISTING TO REMAIN AØ - 10521 FROM (V03 317024-167072) TO BE CUT/SPLICED AND RE-ROUTED TO NEW J-BOX (J02) BØ - 10524 FROM (V02 317008-167086) TO BE CUT/SPLICED AND RE-ROUTED TO NEW J-BOX (J02) SE 1 6 2 N D P L 132ND PL SE SE FAIRWOOD BLVD131ST PL SE132ND PL SE AØ58378 BØ58379 CØ58380 EXISTING TO REMAIN CØ - 58086 EXISTING TO REMAIN AØ58089 BØ58088 EXISTING TO REMAIN AØ - 10521 BØ - 10523 ABANDON IN PLACE AØ - 10521 FROM (V03 317024-167072) TO BE CUT/SPLICED AND RE-ROUTED TO NEW J-BOX (J02) BØ - 10524 FROM (V02 317008-167086) TO BE CUT/SPLICED AND RE-ROUTED TO NEW J-BOX (J02) JUMPER EJY186 - BØ NEW EJY184 - AØ EJY185 - BØ NEW AØ58089 BØ58088 EXISTING TO REMAIN AØ - 58378 BØ - 58379 CØ - 58380 EXISTING TO REMAIN CØ - 58086 EXISTING TO REMAIN AØ - 10521 FROM (V03 317024-167072) TO BE CUT/SPLICED AND RE-ROUTED TO NEW J-BOX (J02)BØ - 10524 FROM (V02 317008-167086) TO BE CUT/SPLICED AND RE-ROUTED TO NEW J-BOX (J02)W.O:101169204POTELCO - PM, Inc.DESIGNED BY ONE-LINE CONDUIT DIAGRAM SCALE: 1:100' PRIMARY CABLE & CONDUIT TABLE (FOREMAN TO COMPLETE) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)REMARKS FROM TO SIZE (in)QTY DESIGN LENGTH (ft) ACTUAL LENGTH (ft) TYPE BENDS PULL (lbs) PULL REV (lbs) SIZE DESIGN LENGTH (ft) ACTUAL LENGTH (ft) CABLE NUMBERS MANUFACTURING INFORMATION For Feeder Cable Only Check applicable box DB120 HDPE SCH 80 90 45 22 11 A B C MANUFACTURER COMPOUND YEAR TAPE CN #4/0 NEU DESIGN AS BUILT J01 J02 4 1 710 270 289 1/0 AL JKT 725 EJY184 -4.4 J01 J02 ---270 289 1/0 AL JKT 725 EJY185 -- V01 J02 2 1 10 1/0 AL JKT 15 -EJY186 0.1 TOTAL 4"710'TOTAL 1Ø 1,450'4.4 TOTAL 2"10'TOTAL 1Ø 15'TOTAL LUBE 4.5 PRE - UG MAP: #2305E106,109 SCALE: 1:100' POST - UG MAP: #2305E106,109 SCALE: 1:100' 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 R. MILLER 253-355-6930 12/26/25 L. NEELY 253-569-2523 12/26/25 --- R. MILLER 253-355-6930 12/26/25 RW-133189 RENTON O#914569 ROL17 CREW2 13203 SE 164 REPLACE CABLES 10521 & 10523, INSTALL NEW J-BOX 16225 132ND PL SE., RENTON, WA 98058 O#914569 - -101169204-R1 AS NOTED 2 OF 2 KING COUNTY --QCSOKE NW-27-05-23 -- 2305E106 2305E136 2305E106 ROL-17 12/26/25 RMSHOW EXIST UTILITES SEPARATION N/A N/A N/A N/A N/A N/A L. NEELY 253-569-2523 12/26/25 MFP25006372