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Home My WebLink AboutMFP25004860.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25004860 IVR Number: 25004860 Permit Information Permit Name: Puget Sound Energy - Electric 101186788Address/Location:09/23/2025Application Date:6928000050Parcel Number: 5003 NE 2ND ST Permit Type:11/05/2025Issue Date:Franchise Permit Work Class:11/05/2026Expiration Date:Major Utility Job Number: 101186788Franchise Type:Electric Description: Puget Sound Energy Electric Bore approximately 2055' within ROW to replace primary power cables in new conduit. All other work is on private property. Access J01A, J01 J02, V01 V05. Cables 10699, 10631, 10452, 10453, 10454, 10456, 10459. All other work is in private property. All restoration to be completed to city standards. Contacts Name Address PhoneTypeBilling Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX Permits Central 355 110th Ave NE Bellevue, WA 98004 B: (425) 620-6742 H: (425) 620-6742 C: (425) 620-6742 Contact 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 (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. 1.Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Potelco, Inc 6905 S 228th St Kent, WA 98466 Please See Attached Katie Zimmerman 9/23/2025 5003 NE 2nd St Carrie Ylenni 253-720-9700 101186788-MAP-17 151 HOQUIAM AVE NE Monday Friday 8:00am 3:00pm Scott Warlick CED 10/22/2025 MFP25004860 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. 5003 NE 2nd St Renton WA 98059 USANE 2ND STHOQUIAM AVE NE1515 1010151712 12 HOQUIAM PL NE FIELD AVE NE HOQUIAM AVE NE18181515V01NE 2ND STSTOP STOP W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4 X'≥X'≥W20-7AX'≥W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD maintain lane widthRESIDENT(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 AREANSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com1 OF 105003 NE 2ND ST, RENTON, WA 980590 1195788209/11/2025Notes: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,if indicated use ADA compliant channelization.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 hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP TRENCHMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHINX' FEET OF WORK AREA(USE SIGN SPACING CHART)W20-1 ROADWORKAHEADW20-1ROADWORKAHEADMFP25004860 5003 NE 2nd St Renton WA 98059 USANE 2ND STHOQUIAM AVE NE1515 101015171212 HOQUIAM PL NE FIELD AVE NEJ01BP-1BP-2BP-31515HOQUIAM AVE NENE 2ND STmaintain lane widthRESIDENT(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 AREASTOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP W20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP STO P W20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADTHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com2 OF 105003 NE 2ND ST, RENTON, WA 980590 1195788209/11/2025LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP TRENCHMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Notes: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,if indicated use ADA compliant channelization.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 hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHINX' FEET OF WORK AREA(USE SIGN SPACING CHART)W20-1 ROADWORKAHEADW20-1ROADWORKAHEADMFP25004860 5003 NE 2nd St Renton WA 98059 USANE 2ND STHOQUIAM AVE NE1515 101012 12 J02HOQUIAM PL NEBP-41515HOQUIAM AVE NENE 2ND STSTOP STOP STOP STOP W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ARESIDENT(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 AREAmaintain lane width16 16THE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com3 OF 105003 NE 2ND ST, RENTON, WA 980590 1195788209/11/2025LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP WORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Notes: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,if indicated use ADA compliant channelization.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 hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHINX' FEET OF WORK AREA(USE SIGN SPACING CHART)W20-1 ROADWORKAHEADW20-1ROADWORKAHEADMFP25004860 5003 NE 2nd St Renton WA 98059 USA NE 2ND ST HOQUIAM AVE NE15151010 15171212 HOQUIAM PL NEBP-3 BP-5 15 15HOQUIAM AVE NENE 1ST CT NE 2ND ST STOP STOP STOP STOP W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥W20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7Amaintain lane widthRESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSUREFROMTOTOW 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 1212 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 4 OF 105003 NE 2ND ST, RENTON, WA 98059 0 11957882 09/11/2025 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658 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'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART)W20-1ROADWORKAHEADW20-1ROADWORK AHEAD MFP25004860 5003 NE 2nd St Renton WA 98059 USA NE 2ND ST HOQUIAM AVE NE15151010 15171212 13 13HOQUIAM PL NEBP-5 15 15HOQUIAM AVE NESE134TH ST NE 1ST ST NE 1ST CT BP-10 1313J01A BP-6 1515NE 2ND ST 1212 STOP W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4 X'≥X'≥X'≥ W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP STOP W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-1ROAD WORK AHEAD RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSUREFROMTOTOW 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 HOQUIAM PL SEHOQUIAM PL SEmaintain lane widthProject Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 5 OF 105003 NE 2ND ST, RENTON, WA 98059 0 11957882 09/11/2025 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 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658 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'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART)W20-1ROADWORKAHEADW20-1ROAD WORK AHEAD MFP25004860 5003 NE 2nd St Renton WA 98059 USA NE 2ND ST HOQUIAM AVE NE15151010 1212 HOQUIAM AVE NESE134TH ST NE 1ST ST NE 1ST CT 1313BP-6 V03 BP-9 BP-8 BP-7 V02 1515NE 2ND ST HOQUIAM AVE NE15 15 15 151212 STOP STOP STOP W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-1 ROADWORKAHEADW20-1ROAD WORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1 ROADWORKAHEADW20-1ROADWORKAHEADUSE MAXIMUM AVAILABLE SPACE FOR SIGNS RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSUREFROMTOTOW 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 maintain lane width maintain lane widthProject Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 6 OF 105003 NE 2ND ST, RENTON, WA 98059 0 11957882 09/11/2025 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 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658 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'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART)W20-1ROADWORKAHEADW20-1ROAD WORK AHEAD MFP25004860 HOQUIAM AVE SE1616 HOQUIAM AVE NE13 13 SE134TH ST NE 1ST ST NE 1ST CT BP-12 BP-10 BP-11 1313J01A 15151212 NE 2ND ST W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1ROAD WORK AHEAD W20-1ROAD WORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP STOP STOP STOP STOP RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSUREFROMTOTOW 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 HOQUIAM PL SEHOQUIAM PL SEmaintain lane widthProject Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 7 OF 105003 NE 2ND ST, RENTON, WA 98059 0 11957882 09/11/2025 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 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658 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'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART)W20-1ROADWORKAHEADW20-1ROAD WORK AHEAD MFP25004860 HOQUIAM AVE SE1616 HOQUIAM AVE NE13 13 SE134TH ST NE 1ST ST NE 1ST CT BP-12 1313BP-13 V04 15151212 W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1ROAD WORK AHEAD W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP STOP STOP STOP W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADRESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSUREFROMTOTOW 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 HOQUIAM PL SEHOQUIAM PL SEmaintain lane widthmaintain lane width Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 8 OF 105003 NE 2ND ST, RENTON, WA 98059 0 11957882 09/11/2025 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 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658 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'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART)W20-1ROADWORKAHEADW20-1ROAD WORK AHEAD MFP25004860 HOQUIAM AVE SESE 2ND ST 1616 14141111HOQUIAM AVE NE13 13 SE134TH ST NE 1ST ST NE 1ST CT BP-15 BP-14 BP-12 131315151212 W20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1ROAD WORKAHEAD STOP W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD STOP STOP W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ARESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSUREFROMTOTOW 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 HOQUIAM PL SEHOQUIAM PL SEmaintain lane widthmaintain lane width HOQUIAM AVE SE1616 1515SE 2ND PL W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADSE 2ND PL Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 9 OF 105003 NE 2ND ST, RENTON, WA 98059 0 11957882 09/11/2025 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 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658 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'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART)W20-1ROADWORKAHEADW20-1ROAD WORK AHEAD MATCHLINE A A MATCHLINE A A MFP25004860 HOQUIAM AVE SEHOQUIAM AVE SESE 2ND ST 1616 1616 14141111V05 SE134TH ST NE 1ST ST BP-16 BP-151313 15151515SE 2ND PL GRAHAM AVE SESTOP STOP W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADUSE MAXIMUM AVAILABLE SPACE FOR SIGNS STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20- 1 ROADWORKAHEADRESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSUREFROMTOTOW 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 maintain lane widthmaintain lane width Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 10 OF 105003 NE 2ND ST, RENTON, WA 98059 0 11957882 09/11/2025 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 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658 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'. PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN X' FEET OF WORK AREA (USE SIGN SPACING CHART)W20-1ROADWORKAHEADW20-1ROAD WORK AHEAD MFP25004860 OVERHEAD APPARATUS "When performing planned work on a pole with an existing transformer or device, the Service Provider will change out bolted connectors to pressed connectors". Use unit 1-3A to charge time. If you are working on a pole with the pole ground connected with a hot tap, replace it. If the transformer has split bolts on the secondary neutral or services, replace them. If the primary neutral is connected with a hot tap, replace it. If the transformer bank has a 2-bolt connector on the neutral bus, replace it. PSE GENERAL SPECIFICATIONS 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 Street lights, area lights and floodlights. - All fault indicators will be maintained in their current location on the 1/0 cables upon completion of the job. If it is noted to remove any of the indicators they shall be returned to local PSE first response department for re-issue. 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 Project Manager or Engineer. - Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of work sketch. - Return one Foreman's copy of work sketch 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. Traffic /Pedestrian control notes - Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. -The uniform code of traffic control shall be adhered to at all times.. -Provide signs, barricades, and traffic control in conformance with local permit regulations. -Provide route for pedestrians when working on or near sidewalks. -Maintain traffic flow as required by permitting agency. NOTE: Completely rebuild terminations. EXCEPTION: DO NOT REPLACE CUTOUTS UNLESS THEY ARE THE OLDER "BOX TYPE" OR 50 AMP "TRIP LINK" TYPE CUTOUT. REPLACE J-BOXES IF REQUIRED. UTILIZE FEED-THRU T.U.T.s AND REMOVE J-BOXES IF POSSIBLE. REPLACE ALL TRANSFORMER JUMPERS WITH NEW 1/0 JACKETED CABLE. UNDERGROUND CONSTRUCTION Additional notes to standards. -Erosion control must be placed before construction starts. Silt bags must be installed in downstream catch basins. Existing Utilities: Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point of crossing. Protect underground utilities during excavation. Use hand excavation methods if necessary to avoid damage to existing utilities. Fabricate and install adequate temporary structures to support and protect underground utilities while exposed during construction. Maintain 6" minimum clearance at crossings between existing utilities and new duct installations. Transition trench or tunnel profile gradually as required at crossings. Maintain 24" minimum separation between new trench or tunnel and parallel existing utilities or as required by the permit agency. 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. - No rocks larger than 8" shall be included in backfill. - Back fill 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. Vaults & Hand holes - Refer to PSE standard 6775.0040 "Vault and Hand hole Installation" - Vaults shall be placed level and 2" above final grade in landscaped areas and flush with final grade when placed in hard surface areas. - A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults. - All conduit entrances shall be grouted. Conductors & Conduit - Refer to PSE standard 6800.6000 "PVC Conduit Installation". - Unless splices are called for, or otherwise noted or approved, conduit risers shall be plumbed directly to road crossing conduits. - Install insulating caps on all unused primary bushings. - Civil crew to install Conduit plug on each end until new cable to be installed. - All "spare" conduits shall be capped at each end. Surface Restoration Restore ground surface to original contour and original condition or better. Restore asphalt and concrete in accordance with requirements of local permitting agency. Cold patch or plate trench when necessary. Leave area in its original state or better at the end of construction. SCOPE OF WORK The general scope of this project is to remediate primary cables within the project area by the most economic means possible using replacement, or abandonment. The project involves replacing existing electrical cables in new conduit. Project type : Planned Project location : Number of Cables : 7 Cable Footage Estimated : 3,842' Cable Numbers Injected : 0 Cable Numbers Repaired : 0 Cable Numbers Abandoned : 0 Cable Numbers Replaced : 7 10454, 10453, 10452, 10631, 10699, 10456, 10459 Trench Footage Estimated : 3,842' There will be an advance notice provided by the contractor 24-hour advance notice of no parking in work areas. Access will be maintained to all residences and their driveways. When work is occurring directly in front of driveways, the contractor will work with the residence to manage access. Traffic Revisions Flagging crews will maintain one lane; flaggers will assist vehicles alternating through the roadway during work hours. For more information on the project 24-hour project information (888) 471-7339, (360) 825-5236 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG 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. POTELCO DESIGN AND Signature _________________________________________ Print Name _________________________________________ This design complies with PSE Any/all variations have been Design/Engineering Standards. QUALITY ASSURANCE pre-approved/documented by the appropriate PSE Representative. Date _________________ JOB SITE JOB SITE MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL Notify Customers and Service Area 48 HRS Prior To Planned Outages ORDER#NOTIF#PROJECT PHASE MAINTENANCE O & M SUPERIOR FAILED SILICONE REMOVAL EXPENSE 11957882 101186788R2 N/A 108164750 OVERHEAD CIRCUIT: MAP # . 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 C. YLENNI 253-720-9700 10/10/25 C. NDIFON 253-263-5132 10/10/25 N/A N/A N/A H. PECHEOS N/A 10/10/25 REQ-CITY OF RENTON MAP-17 151 HOQUIAM AVE NE CRP 2027 CABLE REMEDIATION PROGRAM 5003 NE 2ND ST, RENTON, WA 98059 N/A N/A N/A 101186788R2 AS NOTED 1 OF 5 KING N/A N/A QSEPRE NW 15-05-23 N/A N/A 2305E057 2305E088 2305E057 MAP-17 8/25/25 S. PATEL MOVE J01A INTO 125 FRONTAGE N/A H. PECHEOSMOVE CABLE PATH, ADD UTIL. DIM N/A N/A N/A Potelco, Inc.DESIGNED BY 101186788R25003 NE 2ND ST, RENTON, WA 98059 INDEX PAGE 1 - GENERAL NOTES PAGE 2 - SITE PLAN PAGE 3 - PRE AND POST-CONSTRUCTION UNDERGROUND MAPS PAGE 4 - CABLE AND CONDUIT DIAGRAMS PAGE 5 - EXISTING CABLE MAPPING Overflow Filter fabric walls for Catch Basin Grate dewatering sedimentCollected Sediment Catch Basin Insert MID 9995728 Filter fabric skirt Secured with grate. EROSION CONTROL NOT TO SCALE 2305E088 LEGEND SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV THREE PHASE WIRE/CABLE - 12.5 KV CABLE TERMINATION BUS (J-BOX) NEW OVERHEAD TO UNDERGROUND CABLE OVERHEAD TO UNDERGROUND CABLE TERM. 10T, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE TOTAL UNDERGROUND XFMR (T.U.T.) NEW COMBINATION J-BOX/PADMOUNT XFMR UNDERGROUND COMBINATION J-BOX/XFMR N.T.S. = NOT TO SCALE X.F.M.R. = TRANSFORMER P.E. = POLYETHYLENE ABBREVIATIONS PRIMARY METERING CABLE SPLICE FAULT INDICATOR WILL NOT PHASE (WNØ) NORMAL OPEN (N.O.) FUSED DISCONNECT: SOLID BLADE DISCONNECT HANDHOLE PULL VAULT UNDERGROUND SWITCH UNDERGROUND J-BOX NEW PADMOUNT XFMR NEW UNDERGROUND XFMR PAD MOUNT XFMR ELECTRONIC MARKER COMBINATION J-BOX/PADMOUNT XFMR NEW UNDERGROUND COMBINATION J-BOX/XFMR TERMINATION CABLE TO REPLACE PROPERTY LINE RIGHT OF WAY CENTERLINE EASEMENT CL CABLE TO CUT AND ABANDON Conduit Excavated Dirt Pile ROADSIDE Final Grade 24" Min (ROW) 36" MIN Cover (PVT PROP) 36" MIN 48" Max Backfill (No rocks over 8" diameter) 3" Bedding Clean Native Soil, Sand or 5/8" Minus 12" Typical TRENCH DETAIL NOT TO SCALE 12" Min Shading Clean Native Soil, Sand or 5/8" Minus - A 3" layer of sand, 5/8" minus or clean shading is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches - A 12" layer of sand, 5/8" minus or clean shading is required when excavated native material contains rocks up to 8" in diameter. FOREMAN TO CONTACT REGIONAL CONSTRUCTION MANAGER FOR COVER DEVIATIONS FROM THIS DETAIL PHOTOS AND DETAILED NOTES SHALL BE PROVIDED BY FOREMAN 12" MIN 48" MAX 36" MIN EXISTING PAVEMENT / SIDEWALK VERTICAL SAW CUT LINE CRUSHED SURFACING MATERIAL COMPACT TO 95% MAX DENSITY. EXCAVATION AND HARD RESTORATION DETAIL NOT TO SCALE 12" MIN 3" Sand Bedding or 5/8" Minus 12" Min Sand Shading or 5/8" Minus 12" MIN ASPHALT PATCH, 2" MIN MATCH EXISTING Conduit (ROW) 36" MIN (PVT PROP) 36" MIN For contacts below dial 1-888-CALL PSE (225-5773) Contact Information PSE: PLANNER 355 - 110TH AVE NE BELLEVUE, WA 98004 STEPHEN HARTNETT 425-283-9970 ABANDONING PRIMARY CABLES PSE std. 6825.6200 In a Vault if the cable is ______________________________________________________________________________________ In conduit, -Remove the cable ______________________________________________________________________________________ Not in conduit or it cannot be pulled out, -Cut the cable off approximately one foot from the vault wall. Install a cap on the tail. -When practical, attach the old cable number to the cable stub. ______________________________________________________________________________________ In a Minipad hand hole ______________________________________________________________________________________ In conduit, -Remove the cable ______________________________________________________________________________________ Not in conduit or it cannot be pulled out, -Cut the cable off as much as practical. Install a cap on the tail. -When practical, attach the old cable number to the cable stub. -Stuff the tail into the bottom of the handhole. Be sure the new cables are not trapped by the old cables or the concentric neutrals. ______________________________________________________________________________________ At Risers if the cable is ______________________________________________________________________________________ In Conduit -Remove Cable ______________________________________________________________________________________ Direct buried or it cannot be pulled out, -Cut off the cable at the top of the riser. Install a cap on the tail. and the pole will remain. -When practical, attach the old cable number to the cable stub. ______________________________________________________________________________________ DIRECT BURIED Direct buried or it cannot be pulled out, -Remove the riser. and the pole will be replaced -Cut off old cable just below grade. -Re-fill ground back to existing grade. ______________________________________________________________________________________ DIRECT BURIED Direct buried or it cannot be pulled out, -Cut off the cable just below grade. and the pole will be removed ______________________________________________________________________________________ NOTE: If the pole is to be replaced, remove the abandoned riser and elbow, and stand off brackets (unless they support other conduits). NOTE: If the riser is made of transite material, it shall be removed following procedures in standard 0100.5000, "Transite Pipe Removal and Disposal." _______________________________________________________________________________________ -Remove (not abandon) aboveground transite riser when it is encountered in the field. Belowground transite may be left in place and backfilled. (Transite is a mixture of asbestos and cement. It is nonmetallic, flame-retardant, and resistant to moisture, low temperature, and corrosive agents). -For removal use an approved certified abatement contractor. Call the Environmental Services Department 24-hour pager (206-994-3186) to have a contractor dispatched. Procedure to Abandon Primary Cables: 1. Call the Systems Operator to request a clearance. 2. Follow the directions to ensure the cable is de-energized, apply proper tags as specified in Standard Practice 0201.1011, "Switching and Clearances Handbook," and report back to the Systems Operator. 3. Obtain a clearance from the Systems Operator on the cable to be abandoned. 4. Cut the ends of the cable. 5. The cable number tag may be left on the abandoned cable. NOTE: The cable number shall not be reused. 6. Call the Systems Operator and release the clearance. 7. Remove all "Danger Do Not Operate" tags. 8. The System Operator will then close the O# (Operations number). Existing System: Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable existing system only to make cutovers and connections as directed by PSE System Operator. Trench Method: CABLE REPLACEMENT Approximate Trench Footage: Abandon Cable Segments: Approximate New 1Ø/3Ø pri. Cable Footage: Approximate 2"/4" Poly Conduit Footage: Replaced Cable Segments: BORE 2,195' 40'/2,155' 1 7 2,385'/560' Vaults: 2,260'/540' Approximate Trench PVT/ROW: 1 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. VICINITY MAP C. NDIFON 10/10/25 10/10/25253-263-5132 MFP25004860 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 Pre-Construction meeting required 4924 5008 4913 4919 5003 5009 5015 175 4916 4922 5000 5006 5012 151 4917 4923 5001 5007 5013 125 1155008 5002 49184912 102 108 114 120 154 160 166 172 NE 2ND ST (PAVED)HOQUIAM AVE NE (PAVED)HOQUIAM AVE NE (PAVED)HOQUIAM AVE NE (PAVED)D/W D/W D/WD/WD/W D/W D/W D/W D/W D/W D/W D/WD/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W P#1523059217 P#1523059218 P#1523059219 P#6928000030 P#6928000040 P#6928000050 P#6928000060 P#6928000070 P#6928000080 P#6928000090P#6928000100 P#6928000110P#6928000120 P#6928000130 P#6928000140 P#6928000190 P#6928000200 P#6928000210 P#6928000220 P#6928000230 P#6928000240 P#7787050610 P#7787050600 P#7787050590 P#7787050580 P#7787050570 P#7787050560 P#7787050550 P#7787050540 P#7787050530 P#6928000250 P#6928000270P#6928000280 P#6928000290P#6928000300 P#0642150310 BP-1 BP-3 BP-2 BP-4 BP-5BP-8 BP-9 BP-12BP-13 BP-10BORE ~ 80'BORE ~ 175'BORE ~ 90' BORE ~ 9 5 'BORE ~ 155'BORE ~ 90'BORE ~ 175'OPEN TRENCH ~ 50' OPEN TRENCH ~ 55' OPEN TRENCH ~ 40'OPEN TRENCH ~ 25' OPEN TRENCH ~ 50' OPEN TRENCH ~ 45' OPEN TRENCH ~ 20' EOR=24' EOR=35' EOR=20' EOR=25' EOR=30' EOR=26' OPEN TRENCH ~ 40'BORE ~ 95'BORE ~ 125'BORE ~ 185'BP-6 BP-7 INST NEW 575 JBOX NE 2ND ST (PAVED) NE 1ST ST (PA V E D ) NE 1ST CT (P A V E D ) NE 1ST ST (PAVED) ADA RAMP ROW=30' ROW=58' ROW=60' ROW =58' ROW=58' ROW=60' ROW=62' 1' DEEP 1' DIAMETER 1' DEEP 1' DIAMETER BP-115002 FH FH FH BORE ~ 135' EOR-34' 1' DEEP 1' DIAMETER OPEN TRENCH ~ 15' BORE ~ 210' 20' 10' 21' 7' 8' 6' 10' 14' ADA RAMP 4919 5003 5009 5015 101 104 127 501650105004 4920 4921 5005 5011 5017 5021 5027 125 SE 2ND ST (P A V E D )HOQUIAM AVE SE (PAVED)HOQUIAM AVE SE (PAVED)D/W D/W D/W D/W D/W D/WD/W D/W D/W D/W D/W D/W D/W D/W D/W P#6928000400 P#6928000451 P#6928000370 P#6928000380 P#6928000390 P#6928000410 P#6928000420P#6928000430P#6928000440 P#6928000450 P#6928000520 P#6928000530 P#6928000540 P#6928000545 P#6928000550 P#6928000560 BP-15BORE ~ 175'BORE ~ 75' OPEN TRENCH ~ 5' BP-16 BORE ~ 165'BP-14 1' DEEP 2' DIAMETER ROW=58' EOR=60' 1' DEEP 1' DIAMETER ROW=60' EOR=34' 9' 7' EOR=30' SITE PLAN A SCALE: 1:50 CREW TO PROVIDE ALL PROPERTY OWNER'S THAT ARE IMPACTED BY PROJECT PRIOR NOTICE AND MAKE AN EFFORT TO WORK WITH PROPERTY OWNER'S TO MAINTAIN THEIR ACCESS TO THEIR PROPERTY, AS WELL AS, REDUCE THE IMPACT OF OUR WORK ON THEIR USE OF THEIR PROPERTY. CIRCUIT FEET REMOVED: 3,484' CIRCUIT FEET ADDED: 2,590' WIRE CREW FOREMAN NOTE: ALL FAULT INDICATORS WILL BE MAINTAINED IN THEIR CURRENT LOCATION ON 1/0 CABLES AFTER NEW CABLE IS INSTALLED UNLESS OTHERWISE SPECIFIED. PLEASE RED-MARK ALL FAULT INDICATORS ON "CABLE DIAGRAM" FOR MAPPING. CIVIL CREW FOREMAN NOTE: MAINTAIN ON SITE, IN GOOD CONDITION, A COMPLETE FILE OF ALL WORK DRAWINGS. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES TO A PUGET SOUND ENERGY REPRESENTATIVE. CORRECTIONS AND CHANGES MADE DURING THE JOB SHALL BE RECORDED CONTINUOUSLY ON THESE DRAWINGS. FURNISH PUGET SOUND ENERGY A COMPLETE SET OF AS-BUILT PRINTS (FOREMAN'S COPIES) AT THE END OF THE JOB. 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 C. YLENNI 253-720-9700 10/10/25 C. NDIFON 253-263-5132 10/10/25 N/A N/A N/A H. PECHEOS N/A 10/10/25 REQ-CITY OF RENTON MAP-17 151 HOQUIAM AVE NE CRP 2027 CABLE REMEDIATION PROGRAM 5003 NE 2ND ST, RENTON, WA 98059 N/A N/A N/A 101186788R2 AS NOTED 2 OF 5 KING N/A N/A QSEPRE NW 15-05-23 N/A N/A 2305E057 2305E088 2305E057 MAP-17 8/25/25 S. PATEL MOVE J01A INTO 125 FRONTAGE N/A H. PECHEOS MOVE CABLE PATH, ADD UTIL. DIM N/A N/A N/A 101186788R2FOREMAN NOTE: CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7 BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE TO UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS & BODILY INJURY. Potelco, Inc.DESIGNED BY VAULT & EQUIPMENT TABLE SITE GRID NUMBER VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFO RMER ID NUMBERS (COMPAN Y ID) REMARKS LB DC J01A NEW 317932 167447 HH 4'-8" X 7' X 5' W/2-3' SQ DOORS MAT ID: 7663200 J-BOX BELOW GRADE W/ 3-4 POS. J-BUS MATID: 7625900 6 6 INSTALL NEW 4'-8" x 7' x 5' J-BOX WIRE CREW TO INSTALL GRID NUMBERS J01 317967 167427 EXISTING COMBO VAULT J-BOX BELOW GRADE W/ 1-4 POS. J-BUS 50kVA TUT XFMR 120/240v EXISTING 2 - REMOVE JUMPER CABLE REMOVE 1-4 POS. J-BUS REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS J02 318069 167458 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS. J-BUS EXISTING 6 1 INSTALL 1-4 POS. J-BUS INSTALL JUMPER AND CONNECT BOTH "C" PHASES REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS V01 317974 167431 EXISTING VAULT 25kVA PM XFMR 120/240v EXISTING 1 1 REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS V02 317941 167449 EXISTING VAULT 75kVA TUT XFMR 120/240v EXISTING 2 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS V03 317943 167419 EXISTING VAULT 75kVA TUT XFMR 120/240v EXISTING 1 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS V04 317909 167447 EXISTING VAULT 50kVA TUT XFMR 120/240v EXISTING 1 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS V05 317874 167447 EXISTING VAULT 50kVA TUT XFMR 120/240v EXISTING 1 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS TOTALS :20 8 MATCHLINE "A"A A MAPS & RECORDS NOTE: 1)UPDATE THE LOCATION OF THE FOLLOWING EQUIPMENT. J01 IS APPROX. 5' NORTH & 17' EAST OF EXISTING PSE MAPS LOCATION. J02 IS APPROX. 5' SOUTH & 17' EAST OF EXISTING PSE MAPS LOCATION. V01 IS APPROX. 4' NORTH & 4' EAST OF EXISTING PSE MAPS LOCATION. V02 IS APPROX. 4' SOUTH & 14' WEST OF EXISTING PSE MAPS LOCATION. V03 IS APPROX. 3' NORTH & 4' WEST OF EXISTING PSE MAPS LOCATION. V04 IS APPROX. 1' SOUTH & 5' WEST OF EXISTING PSE MAPS LOCATION. V05 IS APPROX. 1' SOUTH OF EXISTING PSE MAPS LOCATION. MATCHLINE "A"A A SITE PLAN B SCALE: 1:50 EXISTING WATER EXISTING POWER EXISTING TELEPHONE EXISTING GAS EXISTING STORM DRAIN EXISTING SEWER LEGEND EXISTING FIBER OPTIC STREET CENTER LINECL RIGHT OF WAY CABLE TO REPLACE BORE PIT BORE PIT"BP"- NEW J-BOX VAULT PROPERTY LINE EASEMENT POT HOLE POT HOLE"PH"- Electric Cable in HDPE Conduit Final Grade 24" Typical (6" Min) 36" Min Cover Backfill shall not damage the conduit. Backfill hard surface w/ while directional drilling 36" Min Depth Final Grade 24" Typical (6" Min)8' Longcrushed rock 5/8 minus Backfill soft surface with clean natural material PLAN VIEWTYPICAL BORE COVER Will maintain 36" Min. depth BORE PIT DETAIL NOT TO SCALE BORE PIT POT HOLE *NOTE:BORE PITS, TRENCH HATCHING & POTHOLES ARE NOT SHOWN TO SCALE FOR VISUAL PURPOSES. PLEASE SEE BORE PIT DETAIL FOR TYP. BORE PIT & TRENCH DIMENSIONS. 4" Min Shading Clean Native Soil, Sand or 5/8" Minus 2" Min Bedding Clean Native Soil, Sand or 5/8" Minus 10/10/25253-263-5132 MFP25004860 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS NE 1ST ST NE 1ST CT HOQUIAM AVE NEHOQUIAM AVE NECØ10699 CUT & ABANDON CØ10452 CUT & ABANDON CØ10453 CUT & ABANDON CØ10454 CUT & ABANDON BØ10456 CUT & ABANDON AØ10459 CUT & ABANDON CØ10631 CUT AND ABANDON CØUNK JUMPER CUT & ABANDON AØAGH247 EXISTING TO REMAIN BØAGH246 EXISTING TO REMAIN AØAES495 BØAES496 CØAES497 EXISTING TO REMAIN NE 2ND ST AØAES371 EXISTING TO REMAIN CØAES369 EXISTING TO REMAIN CØAES374 EXISTING TO REMAIN NE 1ST ST BØEIN875 EXISTING TO REMAIN AØEJP519 EXISTING TO REMAIN SE 2ND ST NE 1ST ST NE 1ST ST SE 2ND ST HOQUIAM AVE NEHOQUIAM AVE NEBP-2 BORE ~ 75'BORE ~ 300'EKK067 - CØ BØEIN875 EXISTING TO REMAIN AØEJP519 EXISTING TO REMAIN EKK063 - AØ EKK064 - BØ EKK065 - CØ EKK068 - CØ EKK069 - CØ EKK070 - BØ EKK071 - AØ EKK066 - CØ AØAGH247 EXISTING TO REMAIN BØAGH246 EXISTING TO REMAIN AØAES495 BØAES496 CØAES497 EXISTING TO REMAIN CØAES369 EXISTING TO REMAIN AØAES371 EXISTING TO REMAIN CØAES374 EXISTING TO REMAIN NE 1ST CT CØEKK072 JUMPER NE 2ND ST 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 C. YLENNI 253-720-9700 10/10/25 C. NDIFON 253-263-5132 10/10/25 N/A N/A N/A H. PECHEOS N/A 10/10/25 REQ-CITY OF RENTON MAP-17 151 HOQUIAM AVE NE CRP 2027 CABLE REMEDIATION PROGRAM 5003 NE 2ND ST, RENTON, WA 98059 N/A N/A N/A 101186788R2 AS NOTED 3 OF 5 KING N/A N/A QSEPRE NW 15-05-23 N/A N/A 2305E057 2305E088 2305E057 MAP-17 8/25/25 S. PATEL MOVE J01A INTO 125 FRONTAGE N/A H. PECHEOSMOVE CABLE PATH, ADD UTIL. DIM N/A N/A N/A Potelco, Inc.DESIGNED BY 101186788R2PRE-CONSTRUCTION UNDERGROUND MAP: # . SCALE: 1:100 2305E057 ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE ABANDONED CABLE LEFT IN PLACE ABANDON CIRCUITRYFROMTO 10699 UNK V01 J01 97 YES NO 10631 UNK V01 J01 94 YES YES 10452 10503846 J01 J02 426 YES NO 10453 UNK J01 V02 655 YES NO 10454 UNK V02 V03 341 YES NO 10456 10503890 J02 V04 766 YES NO 10459 10503925 J02 V05 1105 YES NO TOTAL CIRCUIT FEET 3,484' POST-CONSTRUCTION UNDERGROUND MAP: # . SCALE: 1:100 2305E057 2" Excavation - 19-1/2 cubic yards SIDE VIEW 5'-4"Crushed 6" Rock TOP VIEW 9' 11' 7'-0" 4'-0" 1' 4'-8" 4,750 lbs 2,490 lbs VAULT & EXCAVATION DETAIL Not to scale 6055.1030 Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW J- BOX CABLE ENTRY DETAIL NOT TO SCALE 12kV CABLE ROUTING VOLUME OF DISTURBANCE TABLE TYPE DESCRIPTION PROPERTY CLASSIFCATION SIZE (FT)REM CU YD (APPX) GRAVEL FILL CU YD (APPX) COMMON SURFACE TYPES REMARKS BP-1 BORE PIT ROW 2 X 8 X 3 1.8 1.8 GRASS BP-2 BORE PIT ROW 2 X 8 X 3 1.8 1.8 GRASS BP-3 BORE PIT PVT PROP 2 X 14 X 3 3.1 3.1 ASPHALT BP-4 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-5 BORE PIT ROW 2 X 8 X 3 1.8 1.8 GRASS BP-6 BORE PIT ROW 2 X 14 X 3 3.1 3.1 ASPHALT BP-7 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-8 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-9 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-10 BORE PIT ROW 2 X 8 X 3 1.8 1.8 GRASS BP-11 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-12 BORE PIT ROW 2 X 14 X 3 3.1 3.1 ASPHALT BP-13 BORE PIT ROW 2 X 8 X 3 1.8 1.8 GRASS BP-14 BORE PIT ROW 2 X 8 X 3 1.8 1.8 GRASS BP-15 BORE PIT ROW 2 X 14 X 3 3.1 3.1 GRASS BP-16 BORE PIT ROW 2 X 8 X 3 1.8 1.8 GRASS OPEN TRENCH TRENCH PVT PROP 1 X 30 X 3 3.3 22.2 GRASS OPEN TRENCH TRENCH PVT PROP 1 X 10 X 3 1.1 22.2 ASPHALT OPEN TRENCH TRENCH ROW 1 X 160 X 3 17.8 22.2 GRASS OPEN TRENCH TRENCH ROW 1 X 140 X 3 15.6 22.2 ASPHALT OPEN TRENCH TRENCH ROW 1 X 5 X 3 0.6 22.2 CONCRETE J01A VAULT EXC PVT PROP 11X 9 X5.33 19.6 13.5 GRASS TOTAL PVT PROP CU YDS (APPX)27.1 61.1 TOTAL ROW CU YDS (APPX)64.6 97.3 TOTAL CU YDS (APPX)91.7 158.4 10/10/25253-263-5132 MFP25004860 1-2" - L______' 1-2" - L______' 1-2", 1-4" - L______' 1-2" - L______' 1-2" - L______' 1-2" - L______' 1-4" - L______' 1-2", 1-4" - L______' 2-2" - L______'3-2", 1-4" - L______' NOTE: INST NEW 575 JBOX 2-2" - L______' 2-2" - L______' 1-2" - L______' SE 2ND ST HOQUIAM AVE SEHOQUIAM AVE NENE 1ST ST NE 2ND ST NE 1ST CT80.69 lbs 83.99 lbs170.48 lbs 169.97 lbs 176.02 lbs 164.85 lbs219.00 lbs 261.24 lbs148.56 lbs 1 4 5 . 8 4 l b s BØEIN875 EXISTING TO REMAIN AØEJP519 EXISTING TO REMAIN CØAES369 EXISTING TO REMAIN AØAES371 EXISTING TO REMAIN AØAES374 EXISTING TO REMAIN AØAES495 BØAES496 CØAES497 EXISTING TO REMAIN BØAGH246 EXISTING TO REMAIN AØAGH247 EXISTING TO REMAIN 125.07 lbs 138.58 lbs 725.00 lbs 799.83 lbsEKK067 - CØ EKK066 - CØ EKK068 - CØ EKK069 - CØ EKK063 - AØ EKK064 - BØ EKK065 - CØ EKK071 - AØ EKK070 - BØ CØEKK072 JUMPER SE 2ND ST HOQUIAM AVE SEHOQUIAM AVE NENE 1ST ST NE 2ND ST NE 1ST CT 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 C. YLENNI 253-720-9700 10/10/25 C. NDIFON 253-263-5132 10/10/25 N/A N/A N/A H. PECHEOS N/A 10/10/25 REQ-CITY OF RENTON MAP-17 151 HOQUIAM AVE NE CRP 2027 CABLE REMEDIATION PROGRAM 5003 NE 2ND ST, RENTON, WA 98059 N/A N/A N/A 101186788R2 AS NOTED 4 OF 5 KING N/A N/A QSEPRE NW 15-05-23 N/A N/A 2305E057 2305E088 2305E057 MAP-17 8/25/25 S. PATEL MOVE J01A INTO 125 FRONTAGE N/A H. PECHEOSMOVE CABLE PATH, ADD UTIL. DIM N/A N/A N/A Potelco, Inc.DESIGNED BY 101186788R2PRIMARY CABLE DIAGRAM NOT TO SCALE PRIMARY CONDUIT DIAGRAM NOT TO SCALE CIVIL CREW NOTE: ALL 2" - 90° BENDS MIN 48" RADIUS SCH-80 PVC ALL 4" - 90° BENDS MIN 60" RADIUS SCH-80 PVC ALL 4" - 45° BENDS SCH-80 PVC ALL 2" - 45° BENDS SCH-80 PVC - ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL CABLE IS INSTALLED PRIMARY CABLE & CONDUIT TABLE (FOREMAN TO COMPLETE) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)REMARKS FROM TO SIZE (in)QTY DESIGN LENGTH (ft) ACTUAL LENGTH (ft) TYPE BENDS PULL (lbs) PULL REV (lbs) SIZE DESIGN LENGTH (ft) ACTUAL LENGTH (ft) CABLE NUMBERS MANUFACTURING INFORMATION For Feeder Cable Only Check applicable box DB120 HDPE SCH 80 90 45 22 11 A B C MANUFACTURER COMPOUND YEAR TAPE CN #4/0 NEU DESIGN AS BUILT J02 J01A 4 1 540 725.00 799.83 1/0 AL JKT 560 EKK063 EKK064 EKK065 3.4 J02 J01 2 1 475 170.48 169.97 1/0 AL JKT 495 --EKK066 3 J01 V01 2 1 115 83.99 80.69 1/0 AL JKT 130 --EKK067 0.4 J01A V02 2 1 200 125.07 138.58 1/0 AL JKT 220 --EKK068 0.7 V02 V03 2 1 410 148.56 145.84 1/0 AL JKT 420 --EKK069 1.3 J01A V04 2 1 375 176.02 164.85 1/0 AL JKT 395 -EKK070 -1.2 J01A V05 2 1 685 261.24 219.00 1/0 AL JKT 705 EKK071 --2.2 J02 J02 2 1 JUMPER --1/0 AL JKT 20 EKK072 TOTAL 4"540'TOTAL 3Ø 560' TOTAL 2"2,260'TOTAL 1Ø 2,385'TOTAL LUBE 10.7 10/10/25253-263-5132 MFP25004860 208 202 216 4924 5008 4901 4907 4913 4919 5003 5009 5015 175 4910 4916 4922 5000 5006 5012 151 4904 4905 4911 4917 4923 5001 5007 5013 125 1155008 5002 49184912 4906 4900 4901 104 102 108 114 120 154 160 166 172 NE 2ND ST (PAVED)HOQUIAM AVE NE (PAVED)HOQUIAM AVE NE (PAVED)HOQUIAM AVE NE (PAVED)D/W D/W D/W D/W D/WD/WD/W D/W D/WD/WD/W D/W D/W D/W D/W D/WD/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W 5045700440 P#5045700430 P#1523059217 P#1523059218 P#1523059219 P#6928000010 P#6928000020 P#6928000030 P#6928000040 P#6928000050 P#6928000060 P#6928000070 P#6928000080 P#6928000090P#6928000100 P#6928000110P#6928000120 P#6928000130 P#6928000140 P#6928000150 P#6928000160 P#6928000170 P#6928000180 P#6928000190 P#6928000200 P#6928000210 P#6928000220 P#6928000230 P#6928000240 P#7787050610 P#7787050600 P#7787050590 P#7787050580 P#7787050570 P#7787050560 P#7787050550 P#7787050540 P#7787050530 P#6928000250 P#6928000270P#6928000280 P#6928000290P#6928000300 P#6928000310 P#6928000320 P#6928000330 P#0642150310 BP-1 BP-3 BP-2 BP-4 BP-5BP-8 BP-9 BP-12BP-13 BP-10BORE ~ 80'BORE ~ 175'BORE ~ 90' BORE ~ 9 5 'BORE ~ 155'BORE ~ 90'BORE ~ 175'OPEN TRENCH ~ 50' OPEN TRENCH ~ 55' OPEN TRENCH ~ 40'OPEN TRENCH ~ 25' OPEN TRENCH ~ 50' OPEN TRENCH ~ 45' OPEN TRENCH ~ 20' EOR=24' EOR=35' EOR=20' EOR=25' EOR=30' EOR=26' LEGEND CLP= CENTER LINE OF PAVEMENT EOB= EDGE OF BUILDING PROP= EDGE OF PROPERTY LINE RM= ROAD MONUMENT EOR= EDGE OF ROAD EXISTING CABLES LOCATION PROVIDED BY: LOCATES TICKET # ________________ EXISTING ___' S EOR PROPOSED 2' N EOR BUILT ___' N EOR EXISTING ___' E EOR PROPOSED 2' W EOR BUILT ___' W EOR EXISTING ___' N EOR PROPOSED 3' N EOR BUILT ___' N EOR EXISTING ___' N EOR PROPOSED 3' N EOR BUILT ___' N EOR EXISTING ___' N EOR PROPOSED 34' N EOR BUILT ___' N EOR EXISTING ___' W EOR PROPOSED 32' W EOR BUILT ___' W EOR OPEN TRENCH ~ 40'BORE ~ 95'BORE ~ 125'BORE ~ 185'BP-6 BP-7 INST NEW 575 JBOX EXISTING ___' W EOR PROPOSED 2' W EOR BUILT ___' W EOR NE 2ND ST (PAVED) NE 1ST ST (PA V E D ) NE 1ST CT (P A V E D ) NE 1ST ST (PAVED) ADA RAMP ROW=30' ROW=58' ROW=60' ROW =58' ROW=58' ROW=60' ROW=58' ROW=62' 1' DEEP 1' DIAMETER 1' DEEP 1' DIAMETER BP-115002 EXISTING ___' E EOR PROPOSED 33' E EOR BUILT ___' E EOR BORE ~ 135' EOR-34' 1' DEEP 1' DIAMETER OPEN TRENCH ~ 15' BORE ~ 210' 24 ADA RAMP EXISTING ___' E EOR PROPOSED 2' W EOR BUILT ___' W EOR EXISTING ___' N EOR PROPOSED 3' S EOR BUILT ___' S EOR 4907 4913 4919 5003 5009 5015 101 127 501650105004 4920 49144908 4902 4903 4909 4915 4921 5005 5011 5017 5021 5027 131 125 119 SE 2ND ST (P A V E D )HOQUIAM AVE SE (PAVED)HOQUIAM AVE SE (PAVED)D/W D/WD/W D/WD/W D/W D/WD/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W P#6928000400 P#6928000340 P#6928000350 P#6928000451 P#6928000370 P#6928000380 P#6928000390 P#6928000410 P#6928000420P#6928000430P#6928000440 P#6928000450P#6928000460P#6928000470 P#6928000480 P#6928000490 P#6928000500 P#6928000510 P#6928000520 P#6928000530 P#6928000540 P#6928000545 P#6928000550 P#6928000560 P#7787050520 P#7787050510 P#7787050500 BP-15BORE ~ 75' OPEN TRENCH ~ 5' EXISTING ___' W EOR PROPOSED 36' W EOR BUILT ___' W EOR BP-16 BORE ~ 165'BP-14 1' DEEP 2' DIAMETER EXISTING ___' N EOR PROPOSED 20' N EOR BUILT ___' N EOR EOR=60' 1' DEEP 1' DIAMETER EXISTING ___' W EOR PROPOSED 36' W EOR BUILT ___' W EOR ROW=60' EOR=34' EOR=30' 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 C. YLENNI 253-720-9700 10/10/25 C. NDIFON 253-263-5132 10/10/25 N/A N/A N/A H. PECHEOS N/A 10/10/25 REQ-CITY OF RENTON MAP-17 151 HOQUIAM AVE NE CRP 2027 CABLE REMEDIATION PROGRAM 5003 NE 2ND ST, RENTON, WA 98059 N/A N/A N/A 101186788R2 AS NOTED 5 OF 5 KING N/A N/A QSEPRE NW 15-05-23 N/A N/A 2305E057 2305E088 2305E057 MAP-17 8/25/25 S. PATEL MOVE J01A INTO 125 FRONTAGE N/A H. PECHEOSMOVE CABLE PATH, ADD UTIL. DIM N/A N/A N/A 101186788R2Potelco, Inc.DESIGNED BY EXISTING CABLE MAPPING A SCALE: 1:50 MATCHLINE "A"A A MATCHLINE "A"A A EXISTING CABLE MAPPING B SCALE: 1:50 10/10/25253-263-5132 MFP25004860 INST NEW 575 JBOX CØ10699 CUT & ABANDON CØ10452 CUT & ABANDON CØ10453 CUT & ABANDON CØ10454 CUT & ABANDON BØ10456 CUT & ABANDON AØ10459 CUT & ABANDON CØ10631 CUT AND ABANDON CØUNK JUMPER CUT & ABANDON AØAGH247 EXISTING TO REMAIN BØAGH246 EXISTING TO REMAIN AØAES495 BØAES496 CØAES497 EXISTING TO REMAIN AØAES371 EXISTING TO REMAIN CØAES369 EXISTING TO REMAIN CØAES374 EXISTING TO REMAIN BØEIN875 EXISTING TO REMAIN AØEJP519 EXISTING TO REMAIN 101186788R2FOREMAN MAP: U MAP # / UG MAP # . SCALE: 1" = 100' 2305E057 2305E057 MFP25004860