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Home My WebLink AboutMFP25001420.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25001420 IVR Number: 25001420 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:03/21/2025Application Date:0823059094Parcel Number: 1164 CAMAS AVE NE Permit Type:04/02/2025Issue Date:Franchise Permit Work Class:04/02/2026Expiration Date:Major Utility Job Number: 101164577Franchise Type:Electric Description: Puget Sound Energy Electric CREW TO REPLACE POLES @ P01, P02, P05, P06, P08, P09, P10, P11, & P12, UPGRADE DOWN GUY @ P01, & P06. SET NEW ANCHOR & INST NEW DOWN GUY @ P5B. REMOVE OH COMMON NEUTRAL P5A TO P5B. CREW WILL PARK IN ROW TO WORK ON P07. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031ApplicantX 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 Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4. Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Potelco, Inc 6905 S 228th St Kent, WA 98466 Please See Attached CORRIE RYDBERG 3/21/25 101164577 1164 CAMAS AVE NE ECHO GOOD 253-325-1522 Scott Warlick CED 4/2/2025 MFP25001420 Monday Friday 8:00am 3:00pm 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. Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Yuriy Bashtovoy 425-424-6425 yuriy.bashtovoy@pse.com 1 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 11925072 08/14/2024 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. 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, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425 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 1304 Dayton Ave NE Renton WA 98056 USA P01 15151515 STOP STOP W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-1ROAD WORK AHEAD W20-4ONE LANEROAD AHEADX'≥X'≥X'≥W20-7ANE 13TH PLCAMAS AVE NEDAYNON AVE NE1515 THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREAmaintain 11' laneFROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Yuriy Bashtovoy 425-424-6425 yuriy.bashtovoy@pse.com 2 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 11925072 08/14/2024 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. 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, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425 0'50'25' 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 MFP25001420 1165 Camas Ave NE Renton WA 98056 USA P02 NE 12 TH ST1212NE 12 TH ST NE 11TH C T10101010CAMAS AVE NEDEAD ENDW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥ X'≥ X'≥ W20-7A W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1 ROADWORKAHEADDAYNON AVE NESTOP STOP USE MAXIMUM AVAILABLE SPACE FOR SIGNS FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Yuriy Bashtovoy 425-424-6425 yuriy.bashtovoy@pse.com 3 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 11925072 08/14/2024 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. 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, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425 0'50'25' 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 MFP25001420 2301 NE 8th St Renton WA 98056 USAP05P5AP5B1212NE 7TH STCAMAS A V E N E CAMAS AVE NE NE 8TH ST STOP STOPW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-7AX'≥W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥1212W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-7AX'≥THE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURE0'50'25'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy425-424-6425yuriy.bashtovoy@pse.com4 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 1192507208/14/2024LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP POLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.MFP25001420 2301 NE 8th St Renton WA 98056 USAP05P5A1212NE 7TH STNE 7TH STCAMAS A V E N E CAMAS AVE NE NE 8TH ST STOP STOPW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥ W20-7A 1212W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-7AX'≥W20-1ROA D WOR K AHEA D BEPREP A R E D TO STOP W3-4X'≥X'≥W20-7AX'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥THE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURE1313131315 15Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy425-424-6425yuriy.bashtovoy@pse.com5 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 1192507208/14/20240'50'25'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP POLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.MFP25001420additional Flaggerrequired here. 655 Ferndale Ct NE Renton WA 98056 USAP0616 16 FER N D A L E C T N E NE 7TH STNE 7TH ST99W20-1ROADWORKAHEADROADNARROWSW5-1X'≥X'≥W20-1ROAD WOR K AHEA DX'≥THE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy425-424-6425yuriy.bashtovoy@pse.com6 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 1192507208/14/20240'50'25'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.MFP25001420 558 Bronson Way NE Renton WA 98056 USAP0916 16 17BRONSON WAY NEGRANDEY WAY NE BRONSON PL NE BR O N S O N W A Y N E WINDSOR WAY NE161616161616STOP STOP W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥W20-7AX'≥W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4 X'≥X'≥W20-1ROADWORKAHEAD BE PREP A R E D TO STOP W3-4X'≥ X ' ≥ W2 0 - 1 ROADWORKAHEADW2 0 - 4 ONE LANEROADAHEADX'≥X'≥W20-7AX'≥RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy425-424-6425yuriy.bashtovoy@pse.com7 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 1192507208/14/20240'50'25'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.MFP25001420 502 Windsor Pl NE Renton WA 98056 USAP08151517171717 1616EDMONDS AVE NEWINDSOR WAY NEWINDSOR WAY NEEDMONDS CT NEWINDSOR PL NE1515 W4-119W20-1ROADWORKAHEADX'≥X'≥X'≥W1-4LRIGH TSHOU L D E R CLOS E D W21-5aRW20-1ROADWORKAHEAD W20-1ROADWORKAHEADW20-1ROADWORKAHEADX'≥X'≥EDMONDS AVE NE RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREFROM TOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy425-424-6425yuriy.bashtovoy@pse.com8 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 1192507208/14/20240'50'25'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP POLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.MFP25001420 450 Edmonds Ave NE Renton WA 98056 USA P07 502 Windsor Pl NE Renton WA 98056 USA 17171616 EDMONDS AVE NEWI N D S O R W A Y N E EDMONDS CT NE 1515EDMONDS AVE NEEDMONDS AVE NEFERNDALE AVE NE1515STOP STOP 1515W2 0 - 1 ROADWORKAHEADBEPREPAREDTOSTOPW 3 - 4 X' ≥ X' ≥ X' ≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1 ROADWORKAHEADW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥W20-7AX'≥ X'≥W20-1ROAD WORK AHEAD W20-4ONE LANEROAD AHEADX'≥X'≥RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA 0'50'25' N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Yuriy Bashtovoy 425-424-6425 yuriy.bashtovoy@pse.com 9 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 11925072 08/14/2024 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. 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, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425 MFP25001420 408 Grandey Way NE Renton WA 98056 USAP10358 Bronson Way NEGRANDEY WAY NEWINDSOR WAY NE161616161616360GRANDEY WAY NE BR O N S O N W A Y N E 111116161616 STOPSTOP W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7A W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥ X'≥W20-7AW20- 1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4 X'≥X'≥W20-1ROAD WORK AHEAD W20-4ONE LAN E ROAD AHEAD X'≥X'≥STOP W20-1ROA D WORK AHEA D W20-4ONE LANEROADAHEAD X' ≥ X' ≥ X' ≥W2 0 - 7 A RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREFROM TOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy425-424-6425yuriy.bashtovoy@pse.com10 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 1192507208/14/20240'50'25'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.MFP25001420 2201 NE 4th St Renton WA 98056 USA 358 Bronson Way NE Renton WA 98056 USA P11 P12 WINDS O R W A Y N E BRONSON WAY NE161616 16 1616 RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE 360 1 5 1 5 BRONSON WAY NEBRONSON WAY NEBRONSON WAY NE11 1116W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-7A W20-1ROAD WORK AHEA D BEPREPA R E D TO STOP W3-4X'≥X'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥ X'≥ STOP STOP W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥ W20-7 A W20-1ROA D WO R K AHE A D W20-4ONE L A N E ROAD AHEA DX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD1616 FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Yuriy Bashtovoy 425-424-6425 yuriy.bashtovoy@pse.com 11 OF 111167 ABERDEEN AVE NE RENTON, WA 98056 1 11925072 08/14/2024 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. 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, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425 0'50'25' 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 MFP25001420 #4ACSRDAYTON AVE NEN Vicinity Map N.T.S. Owner / Developer Contact Info officeATTN: PSE - - KELLY ULICNY 425-429-0949 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 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. PHONE CABLE TV 11925072 101164577 N/A 593254186 N/A 594157330 N/A 583075099 N/A N/A N/A 108150774 PROJECT PHASE PWR NOTIF#ORDER# Superior OH Misc Expense UG Misc Expense OH Xfmr Expense UG Xfmr Expense Removal DESIGNED BY 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 E. GOOD 253-325-1522 07/24/24 R. RISTOW 360-770-6677 07/24/24 ... R. RISTOW 360-770-6677 07/24/24 RW-133017 RENTON HIG-16 REPL 12 POLES DISTRIBUTION POLE REPLACEMENT 1312 DAYTON AVE NE, RENTON, WA 98056 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164577 AS NOTED 1 OF 3 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST HIG-16 COMCAST . . LUMEN . . . . . . . . E-Mail: Cell Phone: Project Manager Contact Information: Manager:ECHO GOOD 253-325-1522 ECHO.GOOD@PSE.COM ... ... ...101164577HIG-16 REPL 12 POLES DISTRIBUTION POLE REPLACEMENT No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" 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. OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE SITE PLAN 1 1" = 50' POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID # HEIGHT CLASS YEAR TOPPED RMVD P01 318691-166566 40 4 1967 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P01 318691-166566 45 3 General - Return removed materials to the local storeroom or PSE storeroom. OVERHEAD CONSTRUCTION Poles & Structures - Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the roadside face of the pole. - All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. - Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. - Install grid numbers on all new and existing poles as shown on sketch. - Straighten existing poles as indicated or as necessary. - Treat all field-drilled poles with copper napthenate wood preservative. - Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore area similar to adjacent landscaping. Conductors & Equipment - Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set, unless otherwise indicated on this sketch. - Transfer existing transformers to new poles unless otherwise indicated on this sketch. - Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites being worked within the scope of the project where they are currently missing. - For 12kV construction, always install avian protection with 4/0 Cu covered jumpers and #4 SD aluminum-covered tie-wire (MID 8454500), For 34 kV construction, use bare wire primary jumpers with preformed helical grip ties. - Apply avian protection devices when required per Standard 6015.2000. - Apply grit inhibitor on all Ampact, stirrup, and dead-end connections. - Connect primary taps and transformers to same phase as existing unless otherwise shown on the drawing. - All neutral connections to be made with solid compression connectors. Connect all pole grounds to common neutral. - Use Load-interrupter cutouts (with arc shields) on all primary overhead and underground taps with fused protection above 40T. - Install Wildlife Protectors on all transformers. 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 Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing SpaceRoad Face Quadrant Climbing Space 5" Min CL LCDirection of Vehicular Traffic CONDUIT RISER PLACEMENT DETAIL TOP VIEW NOT TO SCALE UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites P01: 318691-166566 BRUSH REMOVAL & TREE TRIMMING REQ'D GRID # MISSING IN FIELD -EX 40' CL 4, 1967 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 -INST 1Ø DE #4ACSR (DE2115) 6031.1040 -TRANSFER 1Ø #4ACSR PRI & NEUT (S) -INST 1Ø SLACK SPAN TAP #4ACSR (SSDF172) 6031.5010 -TRANSFER 1Ø #4ACSR PRI & NEUT (W) -TRANSFER 25kVA 120/240v XFMR -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER (2) OH TPX SVC'S -TRANSFER ST LT (SLAH4943) -RM EX DG -INST 3/8" PRI & NEUT DG'S (GYD3SA)(GYD3SAN) 6013.0100 TO EX ANC -INST AUX EYE (8845300) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 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 P01 318691-166566 25kVA SITES 1-3 SITES 4&5 SITES 6-10SR 405 NE 13TH PL DAYTON AVE NES U N S E T B L V D N EABERDEEN AVE NENE 7 T H S T NE 8T H S T WINDS O R W A Y N E NE 4TH STBRONSON WAY NEU-MAPS 2305E020 2305E029 2305E032 2305E035 2305E065 OH CKT MAPS 2305E040 2305E088 UG CKT MAPS 2305E020 2305E029 2305E032 2305E035 2305E065 1/4 SECTIONS SE05-T23N-R05E NE08-T23N-R05E SE08-T23N-R05E SW09-T23N-R05E NE17-T23N-R05E UNDERGROUND CONSTRUCTION Excavation -Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for primary conductors and 24” of cover for secondary conductors. -Road crossings and all trenches within the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for all conductors or as required by the permitting Agency. -All conductors/conduits shall have a minimum of 3” of bed and 3” of clean sand cover. -No rocks larger than 6” shall be included in backfill. -Backfill in road crossings and within the Right-of-way shall be compacted to 95% density or as required by the permitting Agency. -Restore all excavated areas to original condition. 2-81 2-302 2-129 714-713-3033 9/25/24 MFP25001420 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 #2ACSRCNE SUNSET BLVD NE SUNS E T B L V D336ACSR336ACSRPVT DR WAY PVT DR WAY B#4CU#6CU - 2306 DUPLEX #6CU 336 A C S R 336 A C S RCABNNE 7 T H S T DESIGNED BY 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 E. GOOD 253-325-1522 07/24/24 R. RISTOW 360-770-6677 07/24/24 ... R. RISTOW 360-770-6677 07/24/24 RW-133017 RENTON HIG-16 REPL 12 POLES DISTRIBUTION POLE REPLACEMENT 1312 DAYTON AVE NE, RENTON, WA 98056 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164577 AS NOTED 2 OF 3 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST HIG-16 COMCAST . . LUMEN . . . . . . . . ... ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P05 318385-166544 25kVA Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P05 318385-166544 25kVA 6211250 SITE PLAN 2 1" = 50'101164577SITE PLAN 3 1" = 50' SITE PLAN 4 1" = 50'SITE PLAN 5 1" = 50' P02: 318624-166544 BRUSH REMOVAL & TREE TRIMMING REQ'D -EX 40' CL UNK, 1958 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER (2) OH TPX SVC'S -TRANSFER ST LT (SLAH4927) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED P03: 318632-166450 GRID # MISSING IN FIELD -EX 30' CL 3, 1960 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -TRANSFER OH TPX SEC -TRANSFER (2) OH TPX SVC'S -RM EX DG -INST 3/8" SEC DG (GYD3SA) 6013.0100 TO EX ANC -INST ANC EXT (9997938) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED P04: 318615-166458 GRID # MISSING IN FIELD -EX 30' CL 5, 1960 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER (2) OH TPX SVC -RM EX DG -INST 3/8" SEC DG (GYD3SA) 6013.0100 TO EX ANC -INST ANC EXT (9997938) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED P05: 318385-166544 (Avg. Span = 147', Angle = 7°) POLE CLASS & EMBED METHOD PER STD 6450.3300 -EX 40' CL 4, 1970 POLE TO BE REPLACED -INST 45' CL H2 (PD45H2) 6010.1000 -INST 36" STEEL CASING (9997493) -INST GROUND STEEL CASING (GRDCASE) 6014.1000 -INST 1Ø PTP #6CU (TAN115) 6031.1010 -ROLL NEUT TO COMMON POSITION -TRANSFER 1Ø #6CU PRI & NEUT (W/E) -RM DBL BUSHING 25kVA 120/240v XFMR & C/O -INST 25kVA 120/240v XFMR (TRFNXF) 6025.1000 -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER (5) OH TPX SVC'S -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED WIRE REMOVAL TABLE Location Pri Sec Wire Size & Type Quantity Length (ft per conductor)RemarksFrom To P5A P5B 1/0 COMMON NEUT 1 294 Total Feet (1/0 COMMON NEUT) Removed 294 P06: 318318-166630 TREE TRIMMING REQ'D -EX 35' CL 5, 1961 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -INST (2) RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER (6) OH TPX SVC'S -TRANSFER ST LT (SLAP1806) -RM EX DG -INST 3/8" SEC DG (GYD3SA) 6013.0100 TO EX ANC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 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 P02 318624-166544 40 UNK 1958 P03 318632-166450 30 3 1960 P04 318615-166458 30 5 1960 P05 318385-166544 40 4 1970 P06 318318-166630 35 5 1961 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P02 318624-166544 35 3 P03 318632-166450 35 3 P04 318615-166458 35 3 P05 318385-166544 45 H2 P06 318318-166630 35 3 SPAN NOTE P5A TO P5B -RM 2 SPANS OF #6CU NEUTRAL (DOUBLE NEUT) -SEE WIRE REMOVAL TABLE P5B: 318389-166528 -EX 40' CL UNK, 1943 POLE TO BE REMAIN -INST SNGL HELIX ANC (ANDH1) 6012.1000 (L = 5' SE) -INST 3/8" NEUT DG (GYD3SAN) 6013.0100 TO NEW ANC 2-20A x 2 2-81 2-302 2-129 2-81 2-302 2-129 2-81 2-800 2-129 1-8E 2-81 2-129 2-81 2-129 714-713-3033 9/25/24 MFP25001420 #4CU#4CUCWINDSOR WAY NE WINDSOR PL NEEDMONDS AVE NE#4CUCBRONSON PL NEWINDSOR PL NE 318101-166474BRONSON WAY NEBRONSON WAY NEGRANDY WAY NE #2ACSR C #4CU#4CUDESIGNED BY 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 E. GOOD 253-325-1522 07/24/24 R. RISTOW 360-770-6677 07/24/24 ... R. RISTOW 360-770-6677 07/24/24 RW-133017 RENTON HIG-16 REPL 12 POLES DISTRIBUTION POLE REPLACEMENT 1312 DAYTON AVE NE, RENTON, WA 98056 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164577 AS NOTED 3 OF 3 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST HIG-16 COMCAST . . LUMEN . . . . . . . . ... ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101164577SITE PLAN 7 1" = 50' SITE PLAN 8 1" = 50' SITE PLAN 10 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 P07 318153-166584 50 2 1974 P08 318188-166583 30 3 1960 P09 318229-166522 30 4 1967 P10 318137-166439 30 4 1960 P11 318101-166474 30 5 1960 P12 318119-166488 40 UNK 1988 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P07 318153-166584 50 3 P08 318188-166583 35 3 P09 318229-166522 35 3 P10 318137-166439 35 3 P11 318101-166474 35 3 P12 318119-166488 35 3 P08: 318188-166583 TREE TRIMMING REQ'D -EX 30' CL 3, 1960 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -SET POLE IN SOFT SURFACE E OF SIDEWALK -INST RIGID CLEVIS 14" STAND-OFF (INDNRCSO) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER ST LT (SLAP1876) -PULL BUTT & DISPOSE -RESTORE HARD SURFACE P09: 318229-166522 -EX 30' CL 4, 1967 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -SET POLE IN CONCRETE PER STD 6450.6100 -TRANSFER OH TPX SEC -TRANSFER ST LT (SLAP1892) -PULL BUTT & DISPOSE SITE PLAN 9 1" = 50' P10: 318137-166439 -EX 30' CL 4, 1960 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -TRANSFER OH TPX SEC -TRANSFER ST LT (SLAP1886) -PULL BUTT & DISPOSE P11: 318101-166474 -EX 30' CL 5, 1960 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -TRANSFER OH TPX SEC'S -PULL BUTT & DISPOSE MAPS AND RECORDS NOTE (P11): UNMAPPED SECONDARY POLE, RE-GRID AS 318101-166474 SITE PLAN 6 1" = 50' P07: 318153-166584 (Avg. Span = 132', Angle = 48°) BRUSH REMOVAL & TREE TRIMMING REQ'D GRID # MISSING IN FIELD -EX 50' CL 2, 1974 POLE TO BE REPLACED -INST 50' CL 3 (PD503) 6010.1000 -DEEP SET +2' DUE TO SLOPE -INST 1Ø DBL DE #2ACSR (DDE2115) 6031.1043 -TRANSFER 1Ø #2ACSR PRI & NEUT (E/NW) -TRANSFER 15kVA 120/240v XFMR -TRANSFER OH TPX SVC -RM EX DG -INST 3/8" PRI & NEUT DG'S (GYD3SA)(GYD3SAN) 6013.0100 TO EX ANC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED P12: 318119-166488 BRUSH REMOVAL REQ'D -EX 40' CL UNK, UNK POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER (2) OH TPX SEC -RM (2) EX RISER'S -INST (2) 3" RISERS (RIS3CSS) 6042.1000 -TRANSFER 4/0 UG TPX SVC (NW); EXTEND AS REQ'D -ACTUAL 4/0 UG TPX ADDED L=_________ BATCH YEAR __________ -ACTUAL TRENCH L=_________ -TRANSFER 4/0 UG TPX SVC (W); EXTEND AS REQ'D -ACTUAL 4/0 UG TPX ADDED L=_________ BATCH YEAR __________ -ACTUAL TRENCH L=_________ -RM EX SEC DG -INST 3/8" SEC DG (GYD3SAN) 6013.0100 TO EX ANC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-81 2-129 2-81 2-302 2-81 2-81 2-24XX x 2 2-129 2-81 2-302 2-81 2-302 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 P07 318153-166584 15kVA 714-713-3033 9/25/24 MFP25001420