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Home My WebLink AboutMFP26000225.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26000225 IVR Number: 26000225 Permit Information Permit Name: Puget Sound Energy - Electric 101157296-ROL-13 TWFDR 116 4400FTAddress/Location:01/15/2026Application Date:2892600040Parcel Number: 11426 SE 169TH ST, OTHER Permit Type:02/02/2026Issue Date:Franchise Permit Work Class:02/02/2027Expiration Date:Major Utility Job Number: 101157296Franchise Type:Electric Description: Puget Sound Energy ElectricStart this project at pole with grid number 316744 166533 reconductor existing 336 ACSR to 336 ACSR tree wire. Reconductor this underbuilt distribution line. Contact the appropriate Transmission engineer to coordinate efforts. Reconductor north to pole with grid number 316757 166569. Continue the reconductor to the south along 116th Ave SE. At pole with grid number 316674 166567 (SK00387, ensure that this switch is fused at 100T and is shown correctly on our maps. Continue this tree wire reconductor project south and west to poles with grid numbers 316524 166540 and 316514 166563. East along SE Petrovitsky Rd, continue this tree wire reconductor project. At pole with grid 316527 166665 relocate switch X3401 (65T)to this pole is possible. End this reconductor east along SE Petrovitsky Rd at pole with grid number 316527 166678(X12295).This recloser is operated (NO) Normally Open in a static environment. Contacts Name Address PhoneTypeBilling Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX Permits Central 355 110th Ave NE Bellevue, WA 98004 B: (425) 620-6742 H: (425) 620-6742 C: (425) 620-6742 Applicant Vicki Henson Potelco Inc 8001 212th St S Kent, WA 98032 B: (253) 863-0484Contractor Business License Number: 5109Electrical Contractor: POTELI*344O4 Construction Contractor: POTELI*227PL Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08 Bellevue, WA 98009 B: (888) 225-5773Emergency Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ Page 1 of 2THIS 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 1/15/2026 101157296-ROL-13 TWFDR 116 4400FT 11426 SE 169TH ST AYLA SILER (425) 505-3330 MFP26000225 Monday Friday 8:00am 3:00pm Scott Warlick CED 1/29/2026 Page 2 of 6 | Published: 2/25/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 2/25/2025 APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS: GENERAL •Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State of Washington, including codes and regulations not described in this application. •Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to Washington State Department of Transportation (WSDOT) traffic control plans. •Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. •Indemnify and hold harmless the City from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved TCPs including claims arising from towing of private vehicles and the acts of Applicant’s agents and employees. •Applicant must comply with all conditions of the application. •The City shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. •In the event any claim or suit is brought against City within the scope of this application, Applicant is responsible to pay for legal counsel chosen by the City to defend against same. •No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include construction phasing and sequencing. •Previously approved TCPs cannot be combined into a new TCP without review and approval by the City. •Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with the updated date and time and/or any changes to TCP. •Applicant must have the approved TCP prior to commencing the work. •Approved TCP must be at the work site during work hours. •Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. •Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. •At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection equipment that meets current City’s standards at Applicant’s expense. •When not in use, temporary traffic control devices shall be removed or covered immediately. It is the Applicant’s responsible to cover any temporary traffic control devices when not applicable for the construction activities. Similarly, when work is suspended for short periods of time, traffic control devices that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City is not responsible for any private property from City assets and identifying the property owner. •Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours. At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times, unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary Page 4 of 6 | Published: 2/25/2025 pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be repaired at Applicant’s expense. •Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street Closure and Street Excavation for details. Applicant is responsible for coordinating with the property owners and/or residents prior to commencement of the work. •Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise approved. •Accessibility for emergency vehicles shall be maintained at all times. PUBLIC OUTREACH •Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430- 7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal) affecting the vehicle detection. •Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures or lane closures. •Applicant shall call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five (5) working days (excluding weekends and holidays) prior to starting any work. •Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140 or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit operations or facilities. Notification information and guidelines can be found at: https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts. WORKING DAYS AND TIMES •Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below for details. •Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal within the traveled way. •If the City determines the closure hours adversely affect traffic during the work, the City may require to adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an arterial street. (See WSDOT Functional Classification Map: https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass) •Applicant may request the City for consideration of extended or modified working hours. Such request must be approved by the City before changing hours of work. CLOSURES •All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances). More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of the Renton Municipal Code (RMC). •Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than five (5) working days in advance of effective date and time, not including holidays, at location(s) as identified in the TCP. Other methods of displaying the messages shall be approved by the City. Page 5 of 6 | Published: 2/25/2025 •Road closure notice messages must include at least the following: ROAD WILL BE CLOSED MONTH/DAY – MONTH/DAY _AM - _PM •Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as the impact of the closure to the public. Applicant shall submit detour plans for road closures to accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road closures shall require additional temporary traffic control including advance notification, approach and detour signage. •Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the bags remain intact and shall replace damaged bags as needed or determined necessary by the City of Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of Renton Transportation Signal Maintenance (425-430-7423) prior to removal. UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS •Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated by City Transportation for the impacts of traffic signal operations and safety. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal operations. TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION •Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for each traffic signal controller to be programmed and tested by City Transportation staff before starting the work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or modification. TEMPORARY NO-PARKING •Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every hundred (100) feet at least seventy-two (72) hours in advance of effective date and time. •Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be attached to each Temporary No Parking Sign on the project site. •Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in this TCP. NIGHT WORK •Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7- 8)for night work. Process may take up to twelve (12) weeks. More information can be found at https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance. •City may require night work for TCPs that have severe traffic impacts on arterial streets. Page 6 of 6 | Published: 2/25/2025 •Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained on an arterial street. •Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will functionally reduce an arterial or high-volume collector street to only one lane of traffic. •The following configurations may require night work: Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high volume of left turns occur. Work at traffic signals that requires shifting two directions of traffic into left turn pockets. Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a single approach to the intersection. Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to the intersection. •If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the TCP. TRAFFIC CONTROL PLAN (TCP) FORMAT •TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings, taper tables and MUTCD illustrations, by themselves, are insufficient. •Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on the complexity of a project. •TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase when more than one TCP layout is submitted. •TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which consist of: Map(s) showing the location of the project and work area. All fonts shall be legible and a minimum 10-point font size. All symbols of viewing or printing shall be clear and contrasting. All streets shall be labeled, and layout must include a north arrow and scale. Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc. Show locations where the standard traffic control plans are applied. SE 169TH ST 11 6 T H A V E S E 11 11 1 1 9 T H S T S E 12 12 11 11 11 11 6 T H A V E S E 11 11 11 P01 P02 12 12 12 12 11 4 T H A V E S E 11426 SE 169th St Renton WA 98055 USA 11426 SE 169th St Renton WA 98055 USA STOP STOP W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A W2 0 - 1 ROAD WORKAHEAD BEPREPARED TO STOP W3 - 4 X' ≥ X' ≥ X'≥ W20-7A W2 0 - 1 ROAD WORKAHEAD BE PREPARED TO STOP W3 - 4 X' ≥ X' ≥ W2 0 - 1 ROAD WORKAHEAD BEPREPARED TO STOP W3 - 4 X' ≥ X' ≥ RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE FRO M TO TO W A W A Y A R E A PHO N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G PLACE SIGNS BOTH SIDES OF WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 1 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 169TH ST 11 6 T H A V E S E 11 11 P03 P04 1 1 9 T H S T S E 12 12 11 11 11 11 6 T H A V E S E 11 11 11 P02 12 12 11426 SE 169th St Renton WA 98055 USA 11426 SE 169th St Renton WA 98055 USA STOP W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A STOP STOP RIGHT KEEP R4-7B RIGHT KEEP R4-7B W2 0 - 1 ROAD WORK AHEAD CENTER LANE CLOSEDAHEAD W9 - 3 X' ≥ X' ≥ X'≥ W2 0 - 7 A W2 0 - 1 ROAD WORK AHEAD CENTER LANE CLOSED AHEADW9 - 3 X' ≥ X' ≥ X'≥ W2 0 - 7 A W 2 0 - 1 ROA D WOR K AHE A D BE PREP A R E D TO STO P W 3 - 4 X' ≥ X' ≥ RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE FR O M TO TO W A W A Y A R E A PHO N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G PLACE SIGNS BOTH SIDES OF WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 2 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 169TH ST 11 6 T H A V E S E 11525 11 11 P03 P04 11 9 T H S T S E 12 12 11 11 11 SE 168TH ST 11 6 T H A V E S E 11 11 11 P05 11426 SE 169th St Renton WA 98055 USA 11426 SE 169th St Renton WA 98055 USA STOP W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A RIGHT KEEP R4-7B RIGHT KEEP R4-7B W1 - 9 STOP STOP CONETOPPER W2 0 - 1 ROAD WORK AHEAD CENTER LANE CLOSED AHEADW9 - 3 X' ≥ X' ≥ X'≥ W2 0 - 7 A BIKELANEENDSW9 - 1 B BIKES MERGE WITH TRAFFICW4 - 1 B X' ≥ X'≥ W 2 0 - 1 ROA D WOR K AHEA D BE PREP A R E D TO STO P W 3 - 4 X' ≥ X' ≥ BEPREPARED TOSTOP W3 - 4 X' ≥ X' ≥ W2 0 - 7 A BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ W2 0 - 1 ROAD WORKAHEAD X' ≥ X' ≥ X'≥ RIGHT LANE CLOSED AHEAD W2 0 - 5 R W1 - 4 L Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 3 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMEDPOLICE 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 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'. MFP26000225 SE 169TH ST 11 6 T H A V E S E 11 11 P04 11 9 T H S T S E 12 12 11 11 11 SE 168TH ST 11 6 T H A V E S E 11 11 11 P05 SE 168TH ST 13 12 13 11 11 11 11 11 12 11 11 6 T H A V E S E RIGHT KEEP R4-7B W1 - 9 CONETOPPER BEPREPAREDTOSTOP W3 - 4 X' ≥ X' ≥ W2 0 - 7 A BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ X' ≥ X'≥ RIGHT LANECLOSEDAHEAD W2 0 - 5 R W1 - 4 L 11 11 11 STOP 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 STOP STOP W 2 0 - 1 ROAD WOR K AHE A D W 2 0 - 4 ONE L A N E ROAD AHEA D X' ≥ X' ≥ X'≥ W 2 0 - 7 A W2 0 - 1 ROADWORKAHEAD CENTER LANE CLOSEDAHEADW9 - 3 X' ≥ X' ≥ X'≥ W2 0 - 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'≥ 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'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 4 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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 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'. MFP26000225 SE 171ST LN SE 170TH CT SE 169TH ST 11 6 T H A V E S E 11525 11 11 16 16 11 11 RO A D WO R K AH E A D W20-1 11 9 T H S T S E 12 12 ROAD WOR K AHEA D W 2 0 - 1 11 11 11 SE 168TH ST 11 6 T H A V E S E 11 11 11 W9 - 3 CENTER LANE CLOSED AHEAD ROAD WORK AHEADW2 0 - 1 RIGHT KEEP R4-7B RIGHT KEEP R4-7B RO A D WO R K AH E A D W20-1 RO A D WO R K AH E A D W20-1 M6 - 2 RIGHT LANE CLOSED AHEAD W2 0 - 5 R W1 - 4 L ROAD WORKAHEAD W2 0 - 1 THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA CONETOPPER CONETOPPER P04 P06 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE X' ≥ X' ≥ X' ≥ X'≥ X' ≥ X' ≥ X'≥ BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 5 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 172ND ST SE 171ST LN SE 170TH CT SE 169TH ST 11 6 T H A V E S E 11525 11 11 16 16 11 11 15 15 11 9 T H S T S E 12 12 ROAD WOR K AHE A D W 2 0 - 1 11 11 11 SE 168TH ST 11 6 T H A V E S E 11 11 11 W9 - 3 CENTER LANE CLOSEDAHEAD ROAD WORK AHEADW2 0 - 1 RIGHT KEEP R4-7B RIGHT KEEP R4-7B RO A D WO R K AH E A D W20-1 ON L Y R3 - 5 R ON L Y R3 - 5 R 11 18 11 11 11 RIGHT LANE CLOSED AHEAD W2 0 - 5 R W1 - 4 L ROADWORKAHEAD W2 0 - 1 THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA M6 - 2 P06 P07 X'≥ X' ≥ X' ≥ X'≥ X' ≥ X' ≥ X'≥ BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 6 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 172ND ST SE 171ST LN SE 170TH CT SE 169TH ST 11 6 T H A V E S E 11 11 16 16 11 11 15 15 11 6 T H A V E S E 11 11 11 RIGHT KEEP R4-7B RO A D WO R K AH E A D W20-1 11 18 RO A D WO R K AH E A D W20-1 RIGHT LANECLOSED AHEAD W2 0 - 5 R W1 - 4 L ROADWORKAHEAD W2 0 - 1 ST R E E T CL O S E D R1 1 - 2 W9 - 3 CENTER LANE CLOSEDAHEAD ROAD WORKAHEADW2 0 - 1 RO A D CL O S E D AH E A D W20-3 RO A D WO R K AH E A D W20-1 THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA RIGHT KEEP R4-7B M6 - 2 CONETOPPER CONETOPPER P07 P08 RO A D WO R K AH E A D W20-1 X'≥ X' ≥ X' ≥ X'≥X'≥ X' ≥ X'≥ X'≥ BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 7 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 172ND ST SE 171ST LN SE 170TH CT 16 16 11 11 15 15 11 6 T H A V E S E 11 11 11 RO A D WO R K AH E A D W20-1 11 18 RO A D WO R K AH E A D W20-1 W9 - 3 CENTER LANE CLOSEDAHEAD ROAD WORKAHEADW2 0 - 1 RIGHT KEEP R4-7B CONETOPPER THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA RO A D WO R K AH E A D W20-1 P08 P09 X' ≥ X' ≥ RIGHT LANE CLOSED AHEAD W2 0 - 5 R W1 - 4 L ROADWORK AHEAD W2 0 - 1 X' ≥ X' ≥ X'≥ BIKELANE ENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 8 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 172ND ST SE 170TH CT 16 16 11 11 11 6 T H A V E S E 11 11 11 11 11 STOP FLAGGER STOP FLAGGER W2 0 - 7 A W2 0 - 4 ONE LANE ROADAHEAD ROAD WORK AHEADW2 0 - 1 RO A D WO R K AH E A D W20-1 RO A D WO R K AH E A D W20-1 13 13 RO A D CL O S E D AH E A D W20-3 RO A D WO R K AH E A D W20-1 W2 0 - 7 A W2 0 - 4 ONE LANEROADAHEAD ROAD WORKAHEAD W2 0 - 1 ST R E E T CL O S E D R1 1 - 2 SE 171ST LN THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA 11 6 T H A V E S E P10 P09 X' ≥ X' ≥ X' ≥ X' ≥ X'≥ X'≥X'≥ X' ≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 9 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 173RD ST SE 172ND ST SE 170TH CT 16 16 11 11 11 6 T H A V E S E 11 11 11 11 18 STOP FLAGGER STOP FLAGGER 13 13 SE 171ST LN 11 11 W20-7A RO A D WO R K AH E A D W20-1 BE PR E P A R E D TO ST O P W3-4 100'100'100' 13 13 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA 11 6 T H A V E S E P10 P11 W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANEROADAHEADX' ≥ X' ≥ X'≥ W2 0 - 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 BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ W2 0 - 1 ROADWORK AHEAD W2 0 - 4 ONE LANE ROADAHEAD X' ≥ X' ≥ X'≥ W2 0 - 7 A STOP FLAGGER Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 10 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 173RD ST 11 6 T H A V E S E 1111 1111 SE 172ND ST P08 P09 11 6 T H A V E S E 11 18 13 13 11 11 13 13 STOP FLAGGER STOP FLAGGER RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA 11 6 T H A V E S E STOP FLAGGER W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANEROADAHEADX' ≥ X' ≥ X'≥ W2 0 - 7 A BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ 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 W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANE ROADAHEAD X' ≥ X' ≥ X'≥ W2 0 - 7 A W20-1 RO A D WO R K AH E A D X'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 11 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 173RD ST 11 6 T H A V E S E 1111 SE 172ND ST1118 13 13 11 11 13 13 STOP FLAGGER STOP FLAGGER STOP FLAGGER RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA P12 P13 W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANEROADAHEADX' ≥ X' ≥ X'≥ W2 0 - 7 A BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ 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 W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANE ROADAHEAD X' ≥ X' ≥ X'≥ W2 0 - 7 A Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 12 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 173RD ST SE 175TH ST 11 6 T H A V E S E 1111 1111 13 13 STOP FLAGGER STOP FLAGGER RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA P13 P14 BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ W2 0 - 1 ROAD WORKAHEAD W2 0 - 4 ONE LANEROADAHEADX' ≥ X' ≥ X'≥ W2 0 - 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'≥ W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANE ROADAHEAD X' ≥ X' ≥ X'≥ W2 0 - 7 A STOP FLAGGER 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 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 13 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 173RD ST SE 175TH ST 11 6 T H A V E S E 1111 1111 11 6 T H A V E S E 13 13 STOP FLAGGER STOP FLAGGER RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA P14 P15 P16 W2 0 - 1 ROAD WORKAHEAD W2 0 - 4 ONE LANE ROADAHEAD 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 FLAGGER W2 0 - 1 ROAD WORKAHEAD W2 0 - 4 ONE LANEROADAHEADX' ≥ X' ≥ X'≥ W2 0 - 7 A BIKELANEENDS W9 - 1 B BIKESMERGE WITHTRAFFICW4 - 1 B X' ≥ X' ≥ W20-7A SE PETROVITSKY RD Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 14 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 175TH ST 11 6 T H A V E S E SE PETROVITSKY RD 1111 P13 P14 11 6 T H A V E S E POLICEUPO ONLYONLY 16 11 13 12 12 12 12 1414 12 12 12 12 ONLYONLY 111213 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA X' X' PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROAD WORK AHEAD W2 0 - 1 ROAD WORKAHEADW2 0 - 1 1050 STOP W2 0 - 1 ROAD WORKAHEAD W2 0 - 4 ONE LANE ROADAHEAD X' ≥ X' ≥ X'≥ W2 0 - 7 A W20-7A STOP W2 0 - 1 ROAD WORK AHEAD BEPREPARED TOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 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 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 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 15 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE 175TH ST 11 6 T H A V E S E SE PETROVITSKY RD 1111 P17 11 6 T H A V E S E POLICEUPO ONLYONLY 16 11 13 12 12 12 12 1414 12 12 12 12 ONLYONLY 111213 P18 11 6 T H A V E S E 11 11 SE 177TH PL 10 10 11 6 T H A V E S E SE PETROVITSKY RD STOP STOP 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 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 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 BE PR E P A R E D TO ST O P W3-4 X'≥X'≥ W20-7A W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANE ROADAHEAD X' ≥ X' ≥ X'≥ W2 0 - 7 A RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 16 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound Energy Traffic Control Supervisor: Safaa Al NeemaCard No. IS 6 100072Card Exp. 10/10/2028Safaa.alneema@pse.com(425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE PETROVITSKY RD 11 6 T H A V E S E ONLYONLY 16 11 13 12 12 12 12 1414 12 12 12 12 ONLYONLY 111213 P19 P20 11 6 T H A V E S E 12 12 13 11 12 SE PETROVITSKY RD 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 W20-5R W4-2R X'≥X'≥X'≥ W2 0 - 1 ROADWORK AHEAD X' ≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ W20-1 RO A D WO R K AH E A D X'≥ THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 17 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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'. MFP26000225 SE PETROVITSKY RD 11 6 T H A V E S E POLICEUPO ONLYONLY 16 11 13 12 12 12 12 1414 12 12 12 12 ONLYONLY 111213 1313 11 7 T H A V E S E 12 12 12 12 12 P21 P20 P22 11 6 T H A V E S E 10 10 11 6 T H A V E S E 12 12 13 11 12 SE PETROVITSKY RD THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA 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 W20-5R W4-2R X'≥X'≥X'≥ 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 TO ST O P W3-4 X'≥X'≥X'≥ W20-7A W2 0 - 1 ROAD WORK AHEAD BE PREPARED TOSTOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A STOP W2 0 - 1 ROAD WORK AHEAD BEPREPARED TO STOP W3 - 4 X' ≥ X' ≥ X'≥ W2 0 - 7 A ROAD WORK AHEADW2 0 - 1 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 18 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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 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'. MFP26000225 SE PETROVITSKY RD 11 6 T H A V E S E ONLYONLY 16 11 13 12 12 12 12 1414 12 12 12 12 ONLYONLY 111213 1313 11 7 T H A V E S E 12 12 12 12 12 SE PETROVITSKY RD ROAD WORK AHEADW2 0 - 1 P21 P22 11 6 T H A V E S E 12 12 13 11 12 SE PETROVITSKY RD 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 W20-5R W4-2R X'≥X'≥X'≥ W2 0 - 1 ROAD WORKAHEAD X' ≥ W2 0 - 1 ROAD WORKAHEAD X' ≥ W20-1 RO A D WO R K AH E A D X'≥ THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 19 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 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 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 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'. MFP26000225 SE PETROVITSKY RD 11 6 T H A V E S E ONLYONLY 16 11 13 12 12 12 12 1414 12 12 12 12 ONLYONLY 111213 1313 11 7 T H A V E S E 11 8 T H A V E S E 11 8 T H A V E S E SE 176TH CT 12 12 1414 1414 12 12 12 12 12 SE PETROVITSKY RD 11 11 14 BUSSTOP BUS STOP MOVE BUS STOP 250' EAST. KING COUNTY METRO WILL BE CONTACTED AT 206-477-1150 FIVE DAYS IN ADVANCE OF SCHEDULED DATE. P22 11 6 T H A V E S E SE PETROVITSKY RD STOP KE E P R4 - 7 B RIG H T KEEP R4-7B RIGHT KE E P R4 - 7 B RI G H T STOP STOP STOP 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 RIG H T L A N E CL O S E D AH E A D W20-5R W4-2R X'≥X'≥X'≥ W2 0 - 1 ROAD WORKAHEAD BE PREPARED TO STOP W3 - 4X' ≥ X' ≥ X'≥ W2 0 - 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'≥ W2 0 - 1 ROAD WORK AHEAD CENTER LAN E CLOSED AHEADW9 - 3 X'≥ X'≥ X'≥ W2 0 - 7 A BE PR E P A R E D TO ST O P W3-4 X'≥X'≥ W20-7AW20-1 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'≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ W2 0 - 1 ROAD WORK AHEAD X'≥ W2 0 - 1 ROAD WORK AHEAD BE PREPAREDTOSTOP W3 - 4 X'≥ X' ≥ X'≥ W2 0 - 7 A THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA P23 J02 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 20 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 40LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMEDPOLICE 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 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'. MFP26000225 P23 P24 1313 11 7 T H A V E S E 11 8 T H A V E S E 11 8 T H A V E S E 1414 12 12 12 12 12 12 12 12 12 SE PETROVITSKY RD SE PETROVITSKY RD 11 11 14 BUS STOP THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA BUSSTOP MOVE BUS STOP 250' EAST. KING COUNTY METRO WILL BE CONTACTED AT 206-477-1150 FIVE DAYS IN ADVANCE OF SCHEDULED DATE. J02 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 W20-5R W4-2R X'≥X'≥X'≥ W2 0 - 1 ROAD WORK AHEAD X'≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ W2 0 - 1 ROAD WORKAHEAD X' ≥ W20-1 RO A D WO R K AH E A D X'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 21 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 40LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMEDPOLICE 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 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'. MFP26000225 P24 11 8 T H A V E S E 11 8 T H A V E S E 1414 12 12 12 12 12 12 12 12 12 SE PETROVITSKY RD SE PETROVITSKY RD 11 11 14 BUSSTOP THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA BUS STOP MOVE BUS STOP 250' EAST. KING COUNTY METRO WILL BE CONTACTED AT 206-477-1150 FIVE DAYS IN ADVANCE OF SCHEDULED DATE. P25 17 17 12 0 T H A V E S E 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 W20-5R W4-2R X'≥X'≥X'≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ W20-1 RO A D WO R K AH E A D X'≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 22 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 40LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMEDPOLICE 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 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'. MFP26000225 11 8 T H A V E S E 11 8 T H A V E S E 1414 12 12 12 12 12 12 12 12 12 SE PETROVITSKY RD SE PETROVITSKY RD 11 11 14 BUSSTOP THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA BUS STOP P25 P27 P26 17 17 12 0 T H A V E S E ARRW-BRD W20-1 RO A D WO R K AH E A D X'≥ W2 0 - 1 ROAD WORKAHEAD X' ≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ RI G H T L A N E CL O S E D AH E A D W20-5R W4-2R X'≥X'≥ W20-1 RO A D WO R K AH E A D X'≥ W2 0 - 1 ROAD WORK AHEAD X' ≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 23 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 40LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMEDPOLICE 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 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'. MFP26000225 11 8 T H A V E S E 11 8 T H A V E S E 1414 12 12 12 12 12 12 12 12 12 SE PETROVITSKY RD SE PETROVITSKY RD 11 11 14 BUS STOP THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA BUSSTOP P26 17 17 12 0 T H A V E S E 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'≥ W2 0 - 1 ROADWORK AHEAD X' ≥ W20-1 RO A D WO R K AH E A D X'≥ Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Safaa Al Neema (425) 398-6077 safaa.alneema@pse.com 24 OF 2411426 SE 169th St, Renton, WA 98055 0 11910045 09/04/2025 Puget Sound EnergyTraffic Control Supervisor: Safaa Al Neema Card No. IS 6 100072 Card Exp. 10/10/2028 Safaa.alneema@pse.com (425)398-6077 TEMPORARY TRAFFIC CONTROL PLAN 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 40LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMEDPOLICE 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 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'. MFP26000225 N Vicinity Map Thomas Guide Page 316744-166533 10 1 1 5 7 2 9 6 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" ROL-13 TWFDR 116 440O FT 336 TW RECONDUCTOR GENERAL SPECIFICATIONS Project Summary: This project reconductors the feeder from the substation to recloser X12295. This will eliminate/reduce vegetation outages and will prevent line slap. Design Detail: Start this project at pole with grid number 316744-166533 reconductor existing 336 ACSR to 336 ACSR tree wire. Reconductor this underbuilt distribution line. Contact the appropriate Transmission engineer to coordinate efforts. Reconductor north to pole with grid number 316757-166569. Continue the reconductor to the south along 116th Ave SE. At pole with grid number 316674-166567 (SK00387, ensure that this switch is fused at 100T and is shown correctly on our maps. Continue this tree wire reconductor project south and west to poles with grid numbers 316524-166540 and 316514-166563. East along SE Petrovitsky Rd, continue this tree wire reconductor project. At pole with grid 316527-166665 relocate switch X3401 (65T)to this pole is possible. End this reconductor east along SE Petrovitsky Rd at pole with grid number 316527-166678(X12295).This recloser is operated (NO) Normally Open in a static environment. Planning Budget Type: RRM IDOT Score: 7.83 5 year average non-storm customer minute interruptions saved: 124,606 5 year average non-storm customer interruptions saved: 1,671 5 year average non -storm outages saved: 1 Infrastructure Impacts: List units added by this project Conductor: 336 ACSR tree wire Circuit Ft: 4,400 Recloser: None Switch: None 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. Owner / Developer Contact Info officeATTN: N/A N/A N/A N/A N/APHONE CABLE TV 11910045 101157296 583078997 108162039 PROJECT PHASE PWR NOTIF#ORDER# Superior UG Expense Removal OH Expense 593262366 594163784 UG Expense OH Expense E-Mail: Cell Phone: Project Manager Contact Information: Manager:AYLA SILER 425.456.2757 ayla.siler@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 AYLA SILER 425.456.2757 N/A A. CRAWFORD 425.424.7982 N/A N/A N/A N/A CDB/APM 928.848.7369 06-24-24 RW-132063 RENTON ROL-13 TWFDR 116 4400FT Rel-Upgr - Tree Wire 11426 SE 169TH ST, RENTON, WA 98055 DESIGNED BY ACTALENT SERVICES N/A N/A N/A N/A AS NOTED 1/7 N/A N/A N/A N/A NW 33-23-05 N/A 214-084 2305E130 2305E136 2305E130 ROL-13 CENTURYLINK N/A N/A COMCAST N/A N/A RENTON SCHOOL N/A N/A PSE FIBER 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 CONDUIT RISER OVERHEAD TRANSFORMER 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 SECONDARY HANDHOLE EXISTING CONDUCTOR TO BE REMOVED OR ABANDONED STREET LIGHT TOTAL UNDERGROUND TRANSFORMER ENERGY CUSTOMER DEMAND POINT OR OR OR OVERHEAD JUMPER CONNECTION 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. 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 INSTALL VISE GRIP INSULATORS w/ NYLON JAW INSERTS WITH THE PROJECT AREA 6/13/2025425.559.5712 MFP26000225 RESTORATION PER CITY OF RENTON STANDARDS This permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR 10 1 1 5 7 2 9 6 SCALE: 1" = 50' OVERHEAD CIRCUIT MAP (AFTER)OVERHEAD CIRCUIT MAP (BEFORE) SCALE: 6" = 1 MILE 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 AYLA SILER 425.456.2757 N/A A. CRAWFORD 425.424.7982 N/A N/A N/A N/A CDB/APM 928.848.7369 06-24-24 RW-132063 RENTON ROL-13 TWFDR 116 4400FT Rel-Upgr - Tree Wire 11426 SE 169TH ST, RENTON, WA 98055 DESIGNED BY ACTALENT SERVICES N/A N/A N/A N/A AS NOTED 2/7 N/A N/A N/A N/A NW 33-23-05 N/A 214-084 2305E130 2305E136 2305E130 ROL-13 CENTURYLINK N/A N/A COMCAST N/A N/A RENTON SCHOOL N/A N/A PSE FIBER N/A N/A 25T X92693 SB X92692 25T T92694 100T X92695 100T T92696 40T X92698 40T T92699 100T T92700 100T T85499 40T X92703 6/13/2025425.559.5712 MFP26000225 11 6 t h A V E . S E SE 169th ST. 316744-166533 25kVA 120/240V 316744-166545 T85159 100' 336.4 TW 316744-166555 50kVA 120/240 155' 336.4 TW 316743-166569 T1/18 SK00596 100T X92692 100T 316757-166569 2x37.5kVA 1x50kVA 120/240V WYE/DELTA T76945 25T 22 3 ' 3 3 6 . 4 T W 20 9 ' 3 3 6 . 4 T W 20 1 ' 3 3 6 . 4 T W 316721-166568 100kVA 120/240A 316706-166568 SK00553 25T SK00352 100T T84857 25T X92695 100T 316685-166567 20 0 ' 3 3 6 . 4 T W 11 4 ' 3 3 6 . 4 T W ROL 13 RO L 13 RO L 13 RO L 13 ABCN CB A CB A CBAN CBAN 316720-166588 2 x 75kVA 167kVA 120/240V WYE/DELTA # 2 A C S R CBA 316694-166571 UNKNOWN 100T X92697 100T BØADD558 CBAN CBAN 10 1 1 5 7 2 9 6 MATCHLINE SEE SHEET 4 AA 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 AYLA SILER 425.456.2757 N/A A. CRAWFORD 425.424.7982 N/A N/A N/A N/A CDB/APM 928.848.7369 06-24-24 RW-132063 RENTON ROL-13 TWFDR 116 4400FT Rel-Upgr - Tree Wire 11426 SE 169TH ST, RENTON, WA 98055 DESIGNED BY ACTALENT SERVICES N/A N/A N/A N/A AS NOTED 3/7 N/A N/A N/A N/A NW 33-23-05 N/A 214-084 2305E130 2305E136 2305E130 ROL-13 CENTURYLINK N/A N/A COMCAST N/A N/A RENTON SCHOOL N/A N/A PSE FIBER N/A N/A SITE PLAN SCALE: 1" = 50' WIRE STRINGING PRIMARY & SECONDARY Location Pri Sec Wire Size & Type Quantity Length (Per conductor)Total UnitsFromTo P02 P04 X 336 TW 3 255 765 2-75x765' P05 P18 X 336 TW 3 2526 7578 2-75x7578' P19 P27 X 336 TW 3 1400 4200 2-75x4200' WIRE REMOVAL TABLE Location Wire Size & Type Quantity Length (per conductor)RemarksFromTo P02 P04 336.4 ACSR 3 255 P05 P18 336.4 ACSR 3 2526 P19 P27 336.4 ACSR 3 1400 336.4 ACSR = 12,543' Removed POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P06 316721-166568 45 2 1969 P08 316685-166567 45 3 1986 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P06 316721-166568 45 H2 P08 316685-166567 45 H2 SITE SPECIFIC NOTES: THREE PHASE BEGINS AT P02, RECONDUCTORING TO BEGIN THERE AS WELL. P01 316744-166533 (1974, 80' CL-1, ∠0⁰, AVG SPAN 110') -EXIST POLE TO REMAIN -EXIST TRANSMISSION WITH DIST. UNDERBUILD -TREE TRIMMING REQUIRED P02 316744-166545 (1967, 45' CL-1, ∠0⁰, AVG SPAN 105') -EXIST POLE TO REMAIN -EXIST SOLID BLADES TO REMAIN -TREE TRIMMING REQUIRED -REPLACE (2) BELL DE WITH NEW DE (6016.100,DEDA71A)2-21X2 P03 316744-166555 (2013, 80' CL-1, ∠0⁰, AVG SPAN 128') -EXIST POLE TO REMAIN -EXIST TRANSMISSION WITH DIST. UNDERBUILD -EXIST CROSSARM TO REMAIN -REMOVE EXISTING C-NECK INSULATORS (3) -INSTALL NEW VISE-GRIP INSULATORS (3)(6015.1000, INDCSA)2-21X3 P04 316743-166569 (1974, 80' CL-1, ∠0⁰, AVG SPAN 216') -EXIST POLE 6.6' FROM FOG -EXIST POLE VIOLATES CZ -EXIST POLE TO REMAIN -EXIST TRANSMISSION WITH DIST. UNDERBUILD -EXIST CROSSARM TO REMAIN -REMOVE EXISTING C-NECK INSULATORS (3) -INSTALL NEW VISE-GRIP INSULATORS (3)(6015.1000, INDCSA)2-21X3 -RETIRE SW#SK00596 -INSTALL X92692 P05 316757-166569 (2020, 50' CL-H2, ∠0⁰, AVG SPAN 223') -INSTALL 24" PLATE DISTRIBUTION ANCHOR 5' NORTH FROM EXISTING DISTRIBUTION ANCHOR.(6012.100,ANDP24)2-10A -INSTALL DOUBLE 7/16" DISTRIBUTION DOWN GUY TO (6013.1000,GYDD7SA NEW ANCHOR. -EXIST POLE 12.3' FROM FOG -EXIST POLE TO REMAIN -EXIST FUSE(S) TO REMAIN -EXIST SW# T76045 -REMOVE DISTRIBUTION GUYING P06 316721-166568 (1969, 45' CL-2, ∠0⁰, AVG SPAN 205') -EXIST POLE 6.5' FROM FOG -EXIST POLE VIOLATES CZ -REPLACE EXIST POLE WITH 45' CLH2 (6010.1000, PD45H2)2-69 SET POLE 4' (E) OF EXISTING, AT LEAST 10' FROM FOG WRAP POLE (9999220) TAPE (9999235) -INSTALL NEW 3Ø SINGLE WINGARM (6033.4012, TASW313) INSTALL 11' CROSSARM INSTALL (3) VISE-GRIP INSULATORS (6015.1000, INDCSA) INSTALL PORC INS FOR PRIMARY NEUT (6015.1000, INDASA) -TRANSFER EXIST 100kVA 7-120/240V XFMR 2-71X0 INSTALL LB C/O; TAP CØ (6022.1000, DLS115L) INSTALL 40T FUSE (3412500) -INSTALL 10” SINGLE HELIX ANCHOR (LL=10') (NE)(6012.1000, ANDH1) INSTALL 3/8” SEC DOWN GUY (6013.0100, GYD3SAN) -TRANSFER OH SVC, ____TPLX (WSW) SERVING ADDRESS 16917, ACTUAL____' -TRANSFER OH SVC, ____(2)TPLX (SW) SERVING ADDRESS 16935, ACTUAL____' -TOP POLE 1' ABOVE COMMS, REMOVE AFTER COMMS TRANSFER 2-129 P07 316706-166568 (2013, 95' CLH1, ∠0⁰, AVG SPAN 201') -EXIST POLE 6.3' FROM FOG -EXIST POLE VIOLATES CZ -EXIST POLE TO REMAIN -EXIST TRANSMISSION WITH DIST. UNDERBUILD -EXIST CROSSARM TO REMAIN -REMOVE EXISTING C-NECK INSULATORS (3) -INSTALL NEW VISE-GRIP INSULATORS (3)(6015.1000, INDCSA)2-21X3 -EXIST FUSES TO REMAIN INSTALL PRIMARY NUET -RETIRE SW#SK50053 -RETIRE SW#SK00352 -ADD SW# X92694 -ADD SW# X92695 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 P06 316721-166568 100 P08 316685-166567 [FIELD 316685-166576] (1986, 45' CL3, ∠0⁰, AVG SPAN 157') -EXIST POLE 6.4' FROM FOG -EXIST POLE VIOLATES CZ -REPLACE EXIST POLE WITH 45' CLH2 (6010.1000, PD45H2)2-69 SET POLE 4' (E) OF EXISTING, AT LEAST 10' FROM FOG WRAP POLE (9999220) TAPE (9999235) -INSTALL NEW 3Ø SINGLE WINGARM (6033.4012, TASW313) INSTALL 11' CROSSARM INSTALL (3) VISE-GRIP INSULATORS (6015.1000, INDCSA) INSTALL PORC INS FOR PRIMARY NEUT (6015.1000, INDASA) -INSTALL SPAN GUY (NNE) TO 316694-166571 INSTALL 3/8" PRI SPAN GUY (6013.0170, GYD3OW) -INSTALL 24" PLATE ANCHOR (LL=15') (S), BACKFILL____(6012.1000, ANDP24)2-10A INSTALL 7/16" PRI DOWN GUY (6013.0100, GYD7SA) -INSTALL GRID NUMBER 316685-166567 -TOP POLE 1' ABOVE COMMS, REMOVE AFTER COMMS TRANSFER 2-129 6/13/2025425.559.5712 MFP26000225 11 6 t h A V E . S E 316674-166567 SK00387 100T X92696 100T 14 3 ' 3 3 6 . 4 T W 316660-166567 50kVA 120/240V UNKOWN 40T X92698 40T 316634-166566 SK00598 40T X92699 40T 316620-166566 UNKNOWN 100T X92700 100T 22 1 ' 3 3 6 . 4 T W 15 2 ' 3 3 6 . 4 T W 15 2 ' 3 3 6 . 4 T W 316607-166565 37.5kVA 120/240V 316584-16565 15kVA 120/240V 15 2 ' 3 3 6 . 4 T W RO L 13 RO L 13 RO L 13 AØ33673 BØ33674 CØ33675 316657-166560 BØ #4ACSR AØ32904 BØ32905 CØ32906 AØ26822 BØ26823 CØ26824 CBAN CBAN CBAN CBAN CBAN CBAN CBAN J01 316674-166568 CONST VAULT 316674-166568 CONDUIT DIAGRAM (PROPOSED) SCALE: N.T.S. 316674-166567 X92696 NEW 1-4" CONST VAULT 316674-166568 316674-166567 X92696 EKB975 EKB976 EKB977 1/0 JKT CABLE DIAGRAM (PROPOSED) SCALE: N.T.S. 10 1 1 5 7 2 9 6 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 AYLA SILER 425.456.2757 N/A A. CRAWFORD 425.424.7982 N/A N/A N/A N/A CDB/APM 928.848.7369 06-24-24 RW-132063 RENTON ROL-13 TWFDR 116 4400FT Rel-Upgr - Tree Wire 11426 SE 169TH ST, RENTON, WA 98055 DESIGNED BY ACTALENT SERVICES N/A N/A N/A N/A AS NOTED 4/7 N/A N/A N/A N/A NW 33-23-05 N/A 214-084 2305E130 2305E136 2305E130 ROL-13 CENTURYLINK N/A N/A COMCAST N/A N/A RENTON SCHOOL N/A N/A PSE FIBER N/A N/A 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 P12 316620-166566 40 5 1967 P13 316607-166565 40 1 1967 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P12 316620-166566 45 1 P13 316607-166565 45 1 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 P13 316607-166565 37.5 MATCHLINE A SEE SHEET 3 AA MATCHLINE B SEE UPPER RIGHT BB P09 316674-166567 (2013, 80' CL1, ∠0⁰, AVG SPAN 129') -EXIST POLE 6.5' FROM FOG -EXIST POLE VIOLATES CZ -EXIST POLE TO REMAIN -EXIST TRANSMISSION WITH DIST. UNDERBUILD -EXIST CROSSARM TO REMAIN -REMOVE EXISTING C-NECK INSULATORS (3) -INSTALL NEW VISE-GRIP INSULATORS (3)(6015.1000, INDCSA)2-21X3 -INSTALL NEUTRAL IN COMMON POSITION -REMOVE EXISTING 200A TERMINATION -INSTALL 3Ø 200A TERM, OH TO UG (6043.1000, TSU3C1F)2-71N,2-57X3 INSTALL LB C/O'S & 40T FUSES (93412500) INSTALL (3) LB C/O COVERS (9999530) INSTALL (3) LA COVERS (9998115) -ACTUAL 3Ø____UG PRI ADDED L=____BATCH YEAR____2-55X___2-55X___ -ACTUAL TRENCH L=_____2-45X___2-36X___ -REMOVE SWITCH NUMBER SK00387 P10 316660-166567 (2000, 45' CL1, ∠0⁰, AVG SPAN 182') -EXIST POLE 10.9' FROM CURB FACE (NO FOG) -EXIST POLE TO REMAIN -EXIST CROSSARM TO REMAIN -REMOVE EXISTING C-NECK INSULATORS (3) -INSTALL NEW VISE-GRIP INSULATORS (3)(6015.1000, INDCSA)2-21X3 -EXIST FUSE TO REMAIN -INSTALL PORC INST FOR PRIMARY NUET -INSTALL NEW SW# X92698 -TREE TRIMMING REQUIRED P11 316634-166566 (1975, 75' CL1, ∠0⁰, AVG SPAN 187') -EXIST POLE 14.1' FROM FOG -EXIST POLE TO REMAIN -EXIST TRANSMISSION WITH DIST. UNDERBUILD -EXIST CROSSARM TO REMAIN -REMOVE EXISTING C-NECK INSULATORS (3) -INSTALL NEW VISE-GRIP INSULATORS (3)(6015.1000, INDCSA)2-21X3 -INSTALL PORC INS FOR PRIMARY NEUT -INSTALL NEW SW# X92699 Primary Cable & Conduit Table (Foreman to Complete) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)AS BUILT INFORMATION From To Size (in) Qty Design Length (ft) Actual Length (ft) TYPE BENDS PULL (lbs) PULL Rev (lbs) Cable Size Design Length (ft) Actual Length (ft) CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY Check applicable box DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed (Conduit & Cable) P09 J01 4"1 45 X X 310 343 750 1/0 JKT 105'-0"EKB975 EKB976 EKB977 P12 316620-166566 (1967, 40' CL5, ∠0⁰, AVG SPAN 152') -EXIST POLE 15.5' FROM FOG -REPLACE EXIST POLE (S) 2' WITH 45' CL1 (6010.1000, PD451)2-69 -INSTALL NEW 3Ø PRIMARY NEUTRAL SINGLE ARM (6033.3012, TAP313) INSTALL 11' CROSSARM -INSTALL (3) VICE-GRIP INSULATORS (6015.1000, INDCSA) -INSTALL PORC INS PRIMARY NEUT (6015.1000, INDASA) -INSTALL 3Ø 200A TERM (6043.1000, TSU3L1F)2-71N,2-57X3 INSTALL (3) L.I. C/O FUSE AT 100T SW# T92697 -TRANSFER 3Ø 1/0 UG PRI; EXTEND AS REQ'D -ACTUAL 1/0 UG PRI ADDED L=______ BATCH YEAR______2-55X____2-55X____ -ACTUAL TRENCH L=______2-36X____2-45_____ -TRANSFER OH SEC,____TPLX (N), ATTACHED TO P11 (SPAN=152') ACTUAL____' -TRANSFER OH SEC,____TPLX (S), ATTACHED TO P13 (SPAN=152') ACTUAL____' -TRANSFER OH SVC, ____TPLX (NE) SERVING ADDRESS 17236, ACTUAL____' -TRANSFER OH SVC, ____TPLX (SE) SERVING ADDRESS 17240, ACTUAL____' -TOP POLE 1' ABOVE COMMS, REMOVE AFTER COMMS TRANSFER 2-129 P13 316607-166565 (1967, 40' CL1, ∠0⁰, AVG SPAN 152') -EXIST POLE 15.9' FROM FOG 2-69 -REPLACE EXIST POLE (S) 2' WITH 45' CL1 (6010.1000, PD451) -INSTALL NEW 3Ø PRIMARY NEUTRAL SINGLE ARM (6033.3012, TAP313) INSTALL 11' CROSSARM -INSTALL (3) VISE-GRIP INSULATORS (6015.1000,INDCSA) -INSTALL PORC INS PRIMARY NEUT (6015.1000,INDASA) -TRANSFER EXIST 37.5kVA 7-120/240V XFMR 2-71XO REPL LB C/O, 15T FUSE, & STIRRUP; TAP BØ -TRANSFER OH SEC,____TPLX (N), ATTACHED TO P12 (SPAN=152') ACTUAL____' -TRANSFER OH SEC,____TPLX (S), ATTACHED TO P14 (SPAN=152') ACTUAL____' -TRANSFER UG SVC, ____TPLX (E) SERVING ADDRESS 17248 2-54AX____ ACTUAL____', TRENCH____'2-36X____2-45X____ -TRANSFER UG SVC, ____TPLX (E) SERVING ADDRESS 17314 2-54AX____ ACTUAL____', TRENCH____'2-36X____2-45X____ -TOP POLE 1' ABOVE COMMS, REMOVE AFTER COMMS TRANSFER 2-129 P14 316584-166565 (2013, 95' CLH3, ∠0⁰, AVG SPAN 189') -EXIST POLE 16.4' FROM FOG -EXIST POLE TO REMAIN -EXIST TRANSMISSION WITH DIST. UNDERBUILD -EXIST CROSSARM TO REMAIN -REMOVE EXISTING PRIMARY DEADENDS (6)2-21X3 -REMOVE EXISTING C-NECK INSULATORS (6)2-21X3 -INSTALL NEW VISE-GRIP INSULATORS (6)(6015.1000, INDCSA) TRENCH DETAIL 2-57X3 6/13/2025425.559.5712 MFP26000225 11 6 t h A V E . S E 11 6 t h A V E . S E 316569-166565 T85499 100T 316559-166564 25kVA 120/240V 22 6 ' 3 3 6 . 4 T W 71 ' 3 3 6 . 4 T W 316528-166563 25kVA 120/240V 316514-166563 X372 NO 28 1 ' 3 3 6 . 4 T W 18 1 ' 3 3 6 . 4 T W 316524-166540 X440 NO 316522-166558 174' 336.4 TW 316525-166581 X542 205' 336.4 TW FLYING TAPS 161' 336.4 TW 316501-166562 25kVA 120/240V RO L 13 RO L 13 RO L 13 ROL 13 AØ32901 BØ32902 CØ32903 AB C Ø CØ #2 A C S R 316528-166562 25kVA 120/240V CBAN CBAN CBA CBA SE PETROVITSKY RD. CB A CB A ROL 13 316541-166558 T92697 100T 10 1 1 5 7 2 9 6 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 AYLA SILER 425.456.2757 N/A A. CRAWFORD 425.424.7982 N/A N/A N/A N/A CDB/APM 928.848.7369 06-24-24 RW-132063 RENTON ROL-13 TWFDR 116 4400FT Rel-Upgr - Tree Wire 11426 SE 169TH ST, RENTON, WA 98055 DESIGNED BY ACTALENT SERVICES N/A N/A N/A N/A AS NOTED 5/7 N/A N/A N/A N/A NW 33-23-05 N/A 214-084 2305E130 2305E136 2305E130 ROL-13 CENTURYLINK N/A N/A COMCAST N/A N/A RENTON SCHOOL N/A N/A PSE FIBER N/A N/A SITE PLAN SCALE: 1" = 50' MATCHLINE B SEE LOWER LEFT BB MA T C H L I N E C SE E U P P E R R I G H T C C P15 316569-166565 (1967, 45' CL1, ∠0⁰, AVG SPAN 149') -EXIST POLE 24.7' FROM FOG -REPLACE EXIST POLE (S) 2' WITH 55' CL1 (6010.1000, PD551)2-69 -INSTALL NEW 3Ø PRIMARY NEUTRAL SINGLE ARM (6033.3012, TAP313) INSTALL 11' CROSSARM INSTALL (3) VICE-GRIP INSULATOR (6015.1000, INDCSA) INSTALL PORC INS FOR PRIMARY NEUT (6015.1000, INDASA) -INSTALL 3Ø 200A TERM (6043.1000, TSU3L1F)2-71N,2-57X3 INSTALL (3) L.I. C/O FUSE AT 100T SW# T85499 -TRANSFER 3Ø 1/0 UG PRI; EXTEND AS REQ'D -ACTUAL 1/0 UG PRI ADDED L=______ BATCH YEAR______2-55X___2-55X___ -ACTUAL TRENCH L=______2-45X___2-36X___ -TRANSFER OH SEC,____TPLX (S), ATTACHED TO P16 (SPAN=71') ACTUAL____' -TOP POLE 1' ABOVE COMMS, REMOVE AFTER COMMS TRANSFER 2-129 P16 316559-166564 (1985, 85' CLH1, ∠0⁰, AVG SPAN 176') -EXIST POLE 25.8' FROM FOG -EXIST POLE TO REMAIN -EXIST TRANSMISSION WITH DIST. UNDERBUILD -EXIST CROSSARM TO REMAIN -REMOVE EXISTING C-NECK INSULATORS (3) -INSTALL NEW VISE-GRIP INSULATORS (3)(6015.1000, INDCSA)2-21X3 P17 316528-166563 (1979, 80' CL1, ∠0⁰, AVG SPAN 231') -EXIST POLE 11.2' FROM FOG -EXIST POLE TO REMAIN -EXIST TRANSMISSION WITH DIST. UNDERBUILD -EXIST CROSSARM TO REMAIN -INSTALL UNDERBUILD DBL DE -REMOVE EXISTING PRIMARY DEADENDS (6) -REMOVE EXISTING C-NECK INSULATORS (6) -INSTALL NEW VISE-GRIP INSULATORS (6)(6015.1000, INDCSA)2-21X3 -INSTALL NEW PRIMARY DEADENDS (6)(6016.1000, DEDA71A)2-21X3 FLYING TAPS INSTALL NEW “Y” FLYING TAPS ON SPAN BETWEEN P17 AND P18 OVER`2-21X3 SPAN BETWEEN P20 AND P21 (6099.9999, 2368300, [18]); (6099.9999, 2368200, [6]) P18 316514-166563 (1978, 65' CL1, ∠0⁰, AVG SPAN 160') -EXIST POLE 16.4' FROM FOG -EXIST POLE TO REMAIN -REMOVE EXISTING PRIMARY DEADENDS (6) -INSTALL NEW PRIMARY DEADENDS (6)(6016.1000, DEDA71A)2-21X3 P19 316524-166540 [FIELD 316514-166557] (1985, 45' CL1, ∠0⁰, AVG SPAN 165') -EXIST POLE 8.7' FROM CURB FACE (NO FOG) -EXIST POLE VIOLATES CZ -EXIST POLE TO REMAIN -REMOVE EXISTING GRID NUMBER -INSTALL NEW GRID NUMBER 316524-166540 -INSTALL NEW PRIMARY DEADENDS (6)(6016.1000, DEDA71A)2-21X3 P20 316522-166558 [MISSING] (1984, 50' CL1, ∠0⁰, AVG SPAN 190') -EXIST POLE 6.0' FROM FOG -EXIST POLE VIOLATES CZ -EXIST POLE TO REMAIN -REMOVE EXISTING C-NECK INSULATORS (6) -INSTALL NEW VISE-GRIP INSULATORS (6)(6015.1000, INDCSA)2-21X3 -INSTALL NEW GRID NUMBER 316522-166558 P21 316525-166581 (1982, 50' CL2, ∠0⁰, AVG SPAN 183') -EXIST POLE 7.2' FROM CURB FACE (NO FOG) -EXIST POLE VIOLATES CZ -REPLACE EXIST POLE WITH 50' CLH2 (6010.1000, PD50H2)2-69 SET POLE IN SAME HOLE POLE WILL REQUIRE VARIANCE APPLICATION (RENTON) WRAP POLE (9999222) TAPE (9999235) -INSTALL 3Ø TAN PTP (6033.1012, TAN313) INSTALL STANDARD 9' ARM INSTALL (2) NEUT DEADENDS (6016.1000, DEDR4PS) -INSTALL NEW VICE-GRIP INSULATORS (3)(6015.1000, INDCSA) -INSTALL 1Ø ARM-MOUNTED TAP (CØ) NO C/O (6031.5060, FR13RDE)2-71N USE 12KV INSULATOR (9389100) -INSTALL (3) INLINE DEADENDS (6016.1000, DEDA7L1) -TRANSFER 600A 3Ø UNITIZED GOPT (6022.2000 FIG 3, DLSG15)2-72O -TRANSFER OH SEC,____TPLX (N), ATTACHED TO 316528-166562 (80') ACTUAL____' -TRANSFER OH SEC,____TPLX (E), ATTACHED TO P22 (SPAN=161') ACTUAL____' -TRANSFER OH SVC, ____TPLX (SE) SERVING ADDRESS 11615, ACTUAL____' -TRANSFER STREETLIGHT 2-302 -TOP POLE 1' ABOVE COMMS, REMOVE AFTER COMMS TRANSFER 2-129 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 P15 316569-166565 15 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 P15 316569-166565 45 1 1967 P21 316525-166581 50 2 1982 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P15 316569-166565 45 1 P21 316525-166581 50 H2 6/13/2025425.559.5712 MFP26000225 SE PETROVITSKY RD. 11 8 t h A V E . S E 12 0 t h A V E . S E SE 176th ST. 11 7 t h A V E . S E 316524-166596 UNKNOWN 40T X92702 40T 161' 336.4 TW 316526-166629 T81079 100T379' 336.4 TW 210' 336.4 TW 150' 336.4 TW 316526-166650 15kVA 120/240 316527-166665 X92704 100T 316533-166665 T95142 65T 78 ' # 2 A C S R 316527-166678 X12295121' 336.4 TW 316528-166691 ROL 13 ROL 13 BØ #2 A C S R AØ33806 BØ33807 CØ33808 CB A CB A CB A CB A J02 ABC CONST VAULT 316674-166568 CONDUIT DIAGRAM (PROPOSED) SCALE: N.T.S. 316526-166629 T81079 100T NEW 1-4" EKB978 EKB979 EKB980 1/0 JKT CABLE DIAGRAM (PROPOSED) SCALE: N.T.S. CONST VAULT 316674-166568 316526-166629 T81079 100T 10 1 1 5 7 2 9 6 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 AYLA SILER 425.456.2757 N/A A. CRAWFORD 425.424.7982 N/A N/A N/A N/A CDB/APM 928.848.7369 06-24-24 RW-132063 RENTON ROL-13 TWFDR 116 4400FT Rel-Upgr - Tree Wire 11426 SE 169TH ST, RENTON, WA 98055 DESIGNED BY ACTALENT SERVICES N/A N/A N/A N/A AS NOTED 6/7 N/A N/A N/A N/A NW 33-23-05 N/A 214-084 2305E130 2305E136 2305E130 ROL-13 CENTURYLINK N/A N/A COMCAST N/A N/A RENTON SCHOOL N/A N/A PSE FIBER N/A N/A MA T C H L I N E C SE E L O W E R L E F T C C P25 316527-166665 (1985, 45' CL1, ∠0⁰, AVG SPAN 136') -EXIST POLE 9.9' FROM CURB FACE (NO FOG) -EXIST POLE VIOLATES CZ -EXIST POLE TO REMAIN -EXISTING ARM TO REMAIN -REMOVE EXISTING C-NECK INSULATORS (3) -INSTALL NEW VISE-GRIP INSULATORS (2)(6015.1000, INDCSA) -INSTALL NEW VISE-GRIP INSULATOR (1)(6015.1000, INDCPT1)2-21X3 -INSTALL NEW L.I. CUTOUTS (6022.1000, DLS315F)2-71N FUSE AT 100T SW# X92704 P26 316533-166665 (1972, 40' CL1, ∠0⁰, AVG SPAN 78') -EXIST POLE 14.1' FROM CURB FACE (NO FOG) -EXIST POLE TO REMAIN RETIRE SW#X3401 INSTALL SW#T95142 P27 316527-166678 (2012, 45' CL1, ∠0⁰, AVG SPAN 128') -EXIST POLE 12.1' FROM CURB FACE (NO FOG) -REMOVE EXISTING INLINE DEADENDS (3) -REMOVE EXISTING TANGENT FRAMING -INSTALL 3Ø DBL DE (6033.1046, DDE3315)2-21X3 INSTALL 9' DOUBLE CROSSARMS -TIE INTO EXISTING 600 SB FOR RECLOSER 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 P22 316526-166629 40 UNK 1985 P23 316524-166596 55 3 1967 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P23 316524-166596 55 H3 P23 316526-166629 45 H3 P22 316524-166596 (1967, 55' CL3, ∠0⁰, AVG SPAN 270') -EXIST POLE 4.9' FROM CURB FACE (NO FOG) -EXIST POLE VIOLATES CZ -REPLACE EXIST POLE WITH 55' CLH3 (6010.1000, PD55H3)2-69 SET POLE IN SAME HOLE POLE WILL REQUIRE VARIANCE APPLICATION (RENTON) WRAP POLE (9999222) TAPE (9999235) -INSTALL 3Ø TAN PTP (6033.1012, TAN313) INSTALL STANDARD 9' ARM -INSTALL NEW VISE-GRIP INSULATORS (3) 6015.1000, INDCSA) -RETIRE UNKNOWN 40T CUTOUT -INSTALL 1Ø TAP 2-71N INSTALL 1Ø PRIMARY NEUT DE (6031.3011, DE2115A) INSTALL LB C/O (6022.1000, DLS115L) FUSE AT 40T (3412500) TAP BØ INSTALL NEW SW# X92702 -TRANSFER OH SEC,____TPLX (W), ATTACHED TO P21 (SPAN=161') ACTUAL____' -TRANSFER OH SVC, ____TPLX (SW) SERVING ADDRESS 11625, ACTUAL____' -TRANSFER STREETLIGHT 2-302 -TOP POLE 1' ABOVE COMMS, REMOVE AFTER COMMS TRANSFER 2-129 P23 316526-166629 (1985, 40' UNK, ∠0⁰, AVG SPAN 295') -EXIST POLE 6.3' FROM CURB FACE (NO FOG) -EXIST POLE VIOLATES CZ -REPLACE EXIST POLE WITH 45' CLH3 (6010.1000, PD45H3)2-69 SET POLE 4' (S) OF EXISTING -INSTALL NEW 3Ø SINGLE WINGARM (6033.4012, TASW313) INSTALL 11' CROSSARM -INSTALL NEW WINGARM 3Ø 200A TERM, OH TO UG (6044.1000, TSUWGL)2-71N,2-57X3 -INSTALL LI C/O'S & 100T FUSES (93412500) INSTALL (3) LI C/O COVERS (99947626) INSTALL (3) LA COVERS (9998115) ACTUAL 3Ø_____ UG PRI ADDED L=___BATCH YEAR____2-55X___2-55____ ACTUAL TRENCH L=_____2-36X___2-45X___ INSTALL SW BD #T81079 EXISTING SW# T81079 -TRANSFER 3Ø 1/0 UG PRI; EXTEND AS REQ'D -ACTUAL 1/0 UG PRI ADDED L=______ BATCH YEAR______ -ACTUAL TRENCH L=______ -TOP POLE 1' ABOVE COMMS, REMOVE AFTER COMMS TRANSFER 2-129 P24 316526-166650 (1985, 45' CL2, ∠0⁰, AVG SPAN180') -EXIST POLE 8.4' FROM CURB FACE (NO FOG) -EXIST POLE VIOLATES CZ -EXIST POLE TO REMAIN -REMOVE FIBERGLASS STANDOFFS TO REMAIN -INSTALL 3Ø TAN PTP (6033.1012, TAN313) 2-21X3 INSTALL STANDARD 9' ARM INSTALL VISE GRIPS -TREE TRIMMING REQUIRED Primary Cable & Conduit Table (Foreman to Complete) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)AS BUILT INFORMATION From To Size (in) Qty Design Length (ft) Actual Length (ft) TYPE BENDS PULL (lbs) PULL Rev (lbs) Cable Size Design Length (ft) Actual Length (ft) CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY Check applicable box DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed (Conduit & Cable) P23 J02 4"1 20 X 209 209 1/0 JKT 80 EKB978 EKB979 EKB980 TRENCH DETAILS 2-57X3 6/13/2025425.559.5712 MFP26000225 LS=2345 RS=202.5 LS=1400 RS=249.15 LS=255 RS=136.11 FROM P05 TO P17 FROM P02 TO P04 FROM P19 TO P27 LS=181 RS=181 FROM P17 TO P18 10 1 1 5 7 2 9 6 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 AYLA SILER 425.456.2757 N/A A. CRAWFORD 425.424.7982 N/A N/A N/A N/A CDB/APM 928.848.7369 06-24-24 RW-132063 RENTON ROL-13 TWFDR 116 4400FT Rel-Upgr - Tree Wire 11426 SE 169TH ST, RENTON, WA 98055 DESIGNED BY ACTALENT SERVICES N/A N/A N/A N/A AS NOTED 7/7 N/A N/A N/A N/A NW 33-23-05 N/A 214-084 2305E130 2305E136 2305E130 ROL-13 CENTURYLINK N/A N/A COMCAST N/A N/A RENTON SCHOOL N/A N/A PSE FIBER N/A N/A DEADEND DIAGRAM SCALE: NOT TO SCALE 6/13/2025425.559.5712 MFP26000225 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26000225 (Date)(Signature) Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES