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Home My WebLink AboutMFP25003825.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP25003825 IVR Number: 25003825 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:07/30/2025Application Date:3342103215Parcel Number: 3102 PARK AVE N Permit Type:08/19/2025Issue Date:Franchise Permit Work Class:08/19/2026Expiration Date:Minor Utility Job Number: 101180806Franchise Type:Electric Description: Puget Sound Energy Electric Crossing on Park Ave N from P1A to lot 1. Crossing on road A from J01 to lot 1. Truck and equipment at P04 for pole work. Truck and equipment at P1A and P03 for pole and line work. Truck and equipment at P02 for pole work. 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 7/30/2025 101180806-Jones Renton SCH73 3102 Park Ave N Randy Blackie 425.457.2614 Scott Warlick CED 8/19/2025 Monday Friday 8:00am 3:00pm MFP25003825 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. 3102 Park Ave N Renton WA 98056 USA P02 J01 P01 P1A P03 P1C NEW NEW NE 30TH STPARK AVE N10 10 10 10 NE 30TH ST 22221113N 32ND ST 10 10 PARK AVE NW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4 X'≥X'≥ W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEADX'≥X'≥W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥W20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥ N 32ND ST STOP111111111111 10 10 X'≥X'≥ STOP STOP 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 Jaber Tofan 206-406-8460 Jaber.tofan@pse.com 1 OF 33102 Park Ave N, Renton, WA 98056 0 515402206 06/12/2025 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 POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jaber Tofan Card No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-7701 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'. MFP25003825 3102 Park Ave N Renton WA 98056 USA P02 J01 P01 P1A P03 P1C NEW NEW NE 30TH STPARK AVE N10 10 10 10 NE 30TH ST 22221113N 32ND ST 10 10 PARK AVE NW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥W20-1ROAD WORK AHEAD N 32ND ST GARDEN AVE N11111111111110 10 STOP STOP W20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP W20-1ROADWORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AProject Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jaber Tofan 206-406-8460 Jaber.tofan@pse.com 2 OF 33102 Park Ave N, Renton, WA 98056 0 515402206 06/12/2025 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jaber Tofan Card No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-7701 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'. MFP25003825 3102 Park Ave N Renton WA 98056 USA P02 J01 P01 P1A P03 P1C NEW NEW NE 30TH STPARK AVE N10 10 10 10 NE 30TH ST 22221113N 32ND ST 10 10 PARK AVE NW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADX'≥ W20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥W20-1ROADWORKAHEADX'≥ N 32ND ST STOP1111 1111111110 10 STOP STOP W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AProject Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jaber Tofan 206-406-8460 Jaber.tofan@pse.com 3 OF 33102 Park Ave N, Renton, WA 98056 0 515402206 06/12/2025 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 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jaber Tofan Card No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-7701 MFP25003825 Owner / Developer Contact Info officeATTN: PARK AVE 5, LLC 3412 210TH PL NE SAMMAMISH, WA 98074 JEFF TRAVIS 206.599.9595 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) 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.101180806N/ADESIGNED 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 R. BLACKIE 425.457.2614 . S. LEWISON .02.03.25 N/A .N/A S. LEWISON .02.03.25 REDT # ( RW-TBD )RENTON JONES SCH 73 OH TO UG CONVERSION 3102 PARK AVE N, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101180806 AS SHOWN 1 OF 4 KING N/A N/A QCSOKE 32W-T24N-R05E N/A N/A 2405E127 2405E136 2405E127 HAZ-15 / HIG-15 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY ROW TBD ROW TEL TBD . . . ... ... ... JEFF@CADEHILLHOMES.COM 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. JONES SCHEDULE 73 OH TO UG CONVERSION GENERAL 1. Pre-construction Notify appropriate City or County 48 to 72 hours or as required by permitting agency before starting work on any right-of-way involving a permit. Follow all requirements as outlined by the permitting agency. Locate and mark all underground utilities prior to start of construction. If there is a conflict with the intended trench route as shown on the site plan and existing utilites or obstructions, trench route may need to be moved to opposite side of street. 2. 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. 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. In the event of damage to an underground utility, notify Puget Sound Energy at once. Contractor agrees to make work force and resources available at once to Puget Sound Energy or municipal authorities to repair damage at no cost. 3. Work Drawings 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. All underground electrical facilities shall have a minimum of 36 inches of cover. Any change must be approved by the PSE engineer or project manager. Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the end of the job. 4. Safety Provide signs, barricades, and traffic control in conformance with local jurisdictions and regulations. Provide flagging and or other vehicle traffic control as needed in conformance with local regulations. (see SPM # 100.4000) Provide adequate signage and protection to traffic during non-working hours. Maintain traffic flow as required by permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and bicycles. Install warning barricades at least every 50 feet along the trench route from the time the trench is opened until the trenching is complete. 5. Existing Systems 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 Puget Sound Energy's representative. EARTHWORK See Puget Sound Energy SPM 6800.4050 1. Back hoe, Hand Dug Excavations Paved Surfaces Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow off the edge of paved surface far enough to minimize asphalt disturbance. Repair any blow out areas (where edge has been broken) by sawing. The depth of the trench shall be enough to allow 36" of cover. Backfill material shall be Controlled Density Fill (CDF) cover or select fill (5/8" minus) to meet permit requirements. Unpaved Surfaces Conduit/cable trenches are to be excavated just off the existing road edge or in the shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with the narrowest width bucket practical or plow. Trench shall be deep enough to allow a minimum of 36" of cover over the top most cable. All ditch crossings shall have a minimum of 36" cover from the lowest point within the existing ditch line. Culverts; when installing facilities under a culvert, excavation must be filled with packed crush rock. If any culvert is damaged it will be repaired or replaced in accordance with permitting agency and contractors responsibility. Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes become the property of the contractor immediately upon removal. Remove spoils and wastes promptly to an approved disposal site. Remove spoils containing asphalt or concrete to a disposal site specifically approved for such materials. Provide Puget Sound Energy with a disposal receipt for all spoils. 2. Backfill Unpaved Road Surfaces Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted to 95% density. Backfill for unpaved road sections shall consist of native material compacted to 95% density. At the end of each workday, backfill or plate all trench, remove all spoils and clean roadway surface of large hazardous debris. 3. Surface Restoration Unpaved Surfaces Restore ground surface to original contour. Restore to original condition or better. 4. Landscaping Arrange and perform work to minimize impact to existing landscaping. Restore landscaping that has been disturbed during the course of work, including seeding of banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to avoid sloughing. Leave area in its original state or better at the end of construction. Hand dig if required to prevent damage to tree roots. GENERAL OVERHEAD NOTES: 1. Poles, conductors, devices to be installed per PSE Standards & Specifications. 2. Poles are to be installed or relocated as staked. 3. All new poles set shall be the class indicated on the sketch or better. 4. Install ground plate assembly on all new poles. 5. Install grid numbers on all new and existing poles as shown on sketch. 6. Treat all field-drilled poles with copper Naphthenate wood preservative. 7. Customer/Developer to coordinate between utilities. 8. All new and relocated poles -locations- to be approved by City of Renton ELECTRICAL 1. Conduit Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC SCH80 or 2", 3", 4", or 6" by the permitting agency. Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top conduit at all times or as required by the permitting agency. Bends shall be made with as long a radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the 4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10' minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and cap conduit to prevent the entry of dirt and moisture. Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs, cut the conduit ahead of kink and splice to new conduit to continue run. 2. Underground Primary Cable Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run with each 3 phase circuit of 750 MCM. Install cable into existing or new conduit systems using approved installation equipment. Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be equipped with instrumentation to continually monitor and record peak tension encountered during a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy. Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations. Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy approved lubricant to cable continually during pulling to reduce pulling tension and to permit future removal. Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment and prevent unnecessary damage to sidewalks. Train and coil cables in vaults as required to form a smooth transition from conduit to termination. If terminations are to be performed by others, coil 15' of cable in vault and cap end. 3. Terminations and Splices Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115- 5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317. Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076. 4. Concrete Vaults Excavate, install base material, and compact base material in accordance with Puget Sound Energy SPM 6775.0040. Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road elevation. Install hillholders as required on sketch or by construction notes. 5. Grounding Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2 copper jumper or to Concrentric neutral at each splice vault location. Minimum grounding requirement is 4 grounds per mile. 6. Existing Underground Primary Cable (if applicable) Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall. Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as required by permitting agency. 7. Traffic Control All traffic control to comply with current specifications in M.U.T.C.D. EX OVERHEAD CIRCUIT MAP 2405E136 SCALE: 6" = 1 MILE DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE, SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS, COMPACTION, ALL HARDSURFACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED), NOTE: WORKZONE LEGEND EXISTING PROPERTY LINE EXISTING UG RISER NEW UG RISER J-BOX NEW TRENCH LINE EXIST. 3Ø WIRE EXISTING CENTER LINE EXISTING CONDUCTOR TO BE REMOVED DISCONNECT - FUSED EXIST. 1Ø WIRE EXISTING RIGHT OF WAY PROPOSED PULL VAULT EXISTING POLE DOWN GUY EXISTING SECONDARY SERVICE LINE DISCONNECT - UNFUSED EXISTING STREETLIGHT NEW POLE PROPOSED PADMOUNT TRANSFORMER EXISTING PADMOUNT TRANSFORMER HANDHOLE PHONE CABLE TV 515402206 101180806 N/A 108160151 N/A N/A N/A N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Removal OH Modification OH Transformer UG Modification E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" xxx SITE N Vicinity Map 47.5192,-122.2017 MFP25003825 RESTORATION PER CITY OF RENTON STANDARDS POTHOLE ALL EXISTING UTILITIES 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 R. BLACKIE 425.457.2614 . S. LEWISON .02.03.25 N/A .N/A S. LEWISON .02.03.25 REDT # ( RW-TBD )RENTON JONES SCH 73 OH TO UG CONVERSION 3102 PARK AVE N, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101180806 N/A 2 OF 4 KING N/A N/A QCSOKE 32W-T24N-R05E N/A N/A 2405E127 2405E136 2405E127 HAZ-15 / HIG-15 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY ROW TBD ROW TEL TBD . . . ... ... ... 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) EX UNIVERSAL MAP 2405E127 NOT TO SCALE EX UNDERGROUND CIRCUIT MAP 2405E127 NOT TO SCALE WORKZONE WORKZONE MFP25003825 N 30TH STREET N 31ST STREET PARK AVENUE NN 32ND STREET ALLEY #4CU ABC#2ACSRBHAZ 15 FEEDREMOVE 1216 1222 3103 ROAD BROADA TRANSFER NEW50'50'26'20'20'50'CN#4CU#4CU CHIG 15 FUSE @ 65T SW#T94327 12'REMAINFEED 336ACSR ABC336ACSR ABC#2ACSRCBAHAZ 15 FEEDEX OHHAZ 15 FEED 'A' 'B' FUTURE JONES RENTON PLAT (105106368) FUSE @ 25T SW#T94463 60'1-2" 1-4" FUT: 1-2" N.O. N.O. 2-2" 2-4" 1-6" 'C' 2-4" 1-6" FUT: 1-2" 1-2" 2-4" 1-6" FUSE @ 100TN.O. 1" = 50' 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 R. BLACKIE 425.457.2614 . S. LEWISON .02.03.25 N/A .N/A S. LEWISON .02.03.25 REDT # ( RW-TBD )RENTON JONES SCH 73 OH TO UG CONVERSION 3102 PARK AVE N, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101180806 1" = 50'3 OF 4 KING N/A N/A QCSOKE 32W-T24N-R05E N/A N/A 2405E127 2405E136 2405E127 HAZ-15 / HIG-15 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY ROW TBD ROW TEL TBD . . . SITE PLAN ... ... ... 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) CIRCUIT FEET REMOVED: 560' CIRCUIT FEET ADDED: 680' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SITE SPECIFIC NOTES AT P01 (319260-166218) 45' CLASS 3, 1960 POLE TO BE REMOVED -TRANSFER EXISTING 1Ø #4CU OH PRI & NEUT WIRES (N) TO P1A -TRANSFER OH TPX SEC (W) TO P1C -REMOVE POLE & ALL PSE FACILITIES AT P02 -INSTALL 3Ø TERM ON FIBERGLASS ARM W/ LINK BREAK C/O & SURGE ARRESTOR (TSU3L1F) 6043.1000 -(3) STIRRUPS (2254000) -ALUM "H" CONNECTOR (2167000) -(3) FUSE @ 100T (3412700) -INSTALL SWITCH# T94328 -INSTALL 4" PRI RISER ON NEW STANDOFF BRACKETS (RIS4CSS) 6042.1000 -INSTALL 10' OF 4" CONDUIT (7642400), 4" RISER BEND (7645404), & CAP (9997423) -INSTALL 10' OF 6" CONDUIT (7642600), 6" RISER BEND (7645601), & 6" CAP (9997424) -INSTALL GRID# 319239-166218 AT P1A -INSTALL 45' CL 3 (PD453) 6010.1000 -SET POLE APPROX 3' N & 43' W OF P01 -INSTALL 1Ø SLACK SPAN DE #2ACSR (SSDD112) 6031.5010 (W) -INSTALL 1Ø TERM ON FIBERGLASS ARM W/ LINK BREAK C/O & SURGE ARRESTOR (TSU1C1) 6043.1000 -STIRRUP (2254000) -ALUM "H" CONNECTOR (2167000) -FUSE @ 25T (3412400) -INSTALL SWITCH# T94463 -INSTALL 2" PRI RISER ON NEW STANDOFF BRACKETS (RIS2CSS) 6042.1000 -INSTALL 4" RISER BEND (7645404), 4" CONDUIT (7642400) & CAP (9997423) -INSTALL GRID# 319246-166213 AT P02 (319245-166216) 50' CLASS 1, 2021 POLE TO REMAIN -INSTALL 3Ø TERM ON FIBERGLASS ARM W/ LINK BREAK C/O & SURGE ARRESTOR (TSU3L1F) 6043.1000 -(3) STIRRUPS (2254000) -ALUM "H" CONNECTOR (2167000) -(3) FUSE @ 65T (3412600) -INSTALL SWITCH# T94328 -INSTALL 4" PRI RISER ON NEW STANDOFF BRACKETS (RIS4CSS) 6042.1000 -INSTALL 4" RISER BEND (7645404), 4" CONDUIT (7642400) & 4" CAP (9997423) -INSTALL 6" RISER BEND (7645601), 6" CONDUIT (7642600) & 6" CAP (9997424) -REMOVE EX 1Ø C/O & 65T FUSE -REMOVE EX 1Ø DE (N) -INSTALL (3) ARM MOUNTED DE'S (DEDR21A) 6016.1000 -INSTALL NEUTRAL DE (INDNRC2) 6016.1000 -INSTALL 3Ø L/I SWITCH C/O'S (DLS315F) 6022.1000 (SW# X84441) -(3) FUSE @ 100T (6412700) AT P03 (319260-166202) 40' CLASS 3, 1959 POLE TO REMAIN -REMOVE EX PTP -INSTALL 1Ø DE #4CU (DE0115) 6031.1040 (W) -INSTALL SLACK SPAN TAP (SSDF172) 6031.5010 -INSTALL 10" SINGLE HELIX ANCHOR (ANDH1) 6012.1000 (L = 14' E) -INSTALL 3/8" PRI DG (GYD3SA) TO NEW ANCHOR 6013.0100 -INSTALL 3/8" NEUT DG (GYD3SAN) TO NEW ANCHOR 6013.0100 AT P04 -INSTALL 1Ø DE #4CU (DE0115) 6031.1040 (N) -INSTALL 1Ø TERM ON FIBERGLASS ARM W/ LINK BREAK C/O & SURGE ARRESTOR (TSU1C1) 6043.1000 -ALUM "H" CONNECTOR (2167000) -FUSE @ 100T (3412700) -INSTALL SWITCH# T94327 -INSTALL 2" PRI RISER ON NEW STANDOFF BRACKETS (RIS2CSS) 6042.1000 -INSTALL (2) 4" RISER BENDS (7645404), (2) 4" CONDUITS (7642400) & (2) 4" CAPS (9997423) -INSTALL 6" RISER BENDS (7645601), 6" CONDUITS (7642600) & 6" CAPS (9997424) -INSTALL 10" SINGLE HELIX ANCHOR (ANDH1) 6012.1000 (L = 10' S) -INSTALL 3/8" PRI DG (GYD3SA) TO NEW ANCHOR 6013.0100 -INSTALL 3/8" NEUT DG (GYD3SAN) TO NEW ANCHOR 6013.0100 UTILITY POLE EROSION CONTROL DETAIL Drainage ditches or Dry vegetated sites 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 Phone & TV Primary Power Cable in PSE Provided DB120 Grade Conduit Excavated Dirt Pile Final Grade 24" Min 48" Max 18" Backfill for DB 120 Conduit/Direct Buried Cable 12" Min Separation 6" or 12" of sand, 5/8" minus 3" of sand, 5/8" minus, or clean backfill bedding JOINT TRENCH DETAIL 36" Min Cover ROADSIDE Typical To Excavated Dirt Pile (No Rocks over 10" Diameter) or clean backfill shading Primary-DB120 CONDUIT (NTS) - A 6" 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 (No PSE gas) - A 12" layer of sand, 5/8" minus, or clean shading is required when excavated native material contains rocks up to 10" in diameter. J-BOX CABLE ENTRY DETAIL NOT TO SCALE 12kV CABLE ROUTING Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW 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" VAULT DETAIL @ J01 NOT TO SCALE CROSSING CONDUIT TABLE X-ING # LOCATION POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY X01 'A''B' 6 80 1 35 ( )' ECL FEEDER 4 80 3 35 ( )' ECL PRIMARY 2 80 3 35 ( )' ECL PRIMARY X02 'A''B' 4 80 1 60 ( )' NCL PRIMARY 2 80 1 60 ( )' NCL PRIMARY 2" SCH80 GREY PVC = 200 FT 2" PVC PLUG /CAPS = 10 4" SCH80 GREY PVC = 165 FT 4" PVC PLUG /CAPS = 8 6" SCH80 GREY PVC = 35 FT 6" PVC PLUG /CAPS = 2 this section is not required to be underground due to existing site constraint and private improvements in the ROW MFP25003825 #4CU ABC#2ACSRBHAZ 15 FEEDNEW NEW CN#4CU#4CU CRE-FUSE @ 100T HIG 15 FUSE @ 65T SW#T94327 REMAINFEED 336ACSR ABC336ACSR ABC#2ACSRCBAHAZ 15 FEED 'A' 'B' FUSE @ 25T SW#T94463 N.O. N.O. NEW 1/O AL EKB638-AØ EKB639-BØ EKB640-CØ NEW 1/O AL EKB637-BØ NEW 1/O AL EKB145-CØ 'C' 'A' 'B' FUT: 1-2" 'C' 2-2" 2-4" 1-6" FUT: 1-2" 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 R. BLACKIE 425.457.2614 . S. LEWISON .02.03.25 N/A .N/A S. LEWISON .02.03.25 REDT # ( RW-TBD )RENTON JONES SCH 73 OH TO UG CONVERSION 3102 PARK AVE N, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101180806 N/A 4 OF 4 KING N/A N/A QCSOKE 32W-T24N-R05E N/A N/A 2405E127 2405E136 2405E127 HAZ-15 / HIG-15 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY ROW TBD ROW TEL TBD . . . ... ... ... 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) PRIMARY 2" PRIMARY 4" CONDUIT LEGEND FEEDER 6" NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE WIRE REMOVAL TABLE Location Pri Sec Wire Size & Type Quantity Length (ft per conductor)RemarksFromTo P01 P04 X #4CU 2 270 P01 P02 X #4CU 2 155 P01 P1A X 1/0 OH TPX 1 45 P01 P03 X #4CU 2 140 Total Feet (#4CU) Removed 1130 Total Feet (1/0 OH TPX) Removed 45 VAULT & EQUIPMENT TABLE SITE #GRID # VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) AS-BUILT INFORMATION LB DC FOREMAN: INCLUDE PHASE TAPPED J01 319241 166220 4'8"x7'x5' w/2-3' Sq Doors Matid: 7663200 J-Box Below Grade w/4-Pos J-Bus x3 Matid: 7625900 5 7 JBOX15L 6055.1030 3Ø ELB10J 6041.1000 CAP (7630600) RETIREMENT POLE TABLE SITE # POLE DATA POLE TRANSFERS REMARKS GRID #HEIGHT CLASS YEAR XFMR CO. ID#TOPPED RMVD TEL TV FIBER ST. LIGHT (ADDITIONAL INFORMATION) P01 319260-166218 45 3 1960 COMCAST POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P1A 319246-166213 45 3 2025 PSE Equip # PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)QTY. DESIGN LENGTH (FT) BENDS PULL (LBS) PULL REV (LBS) CABLE SIZE DESIGN LENGTH (FT) PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED LUBRICANT (Gal.) 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST.ACTUAL P04 P02 6 1 390 -2 2 -CONDUIT ONLY ----- P04 P02 4 1 390 -2 2 -CONDUIT ONLY ----- P04 J01 4 1 290 1 3 2 -CONDUIT ONLY ----- P04 J01 2 1 290 1 3 2 -296 277 1/0 AL JKT 360 -EKB637 --1.4 J01 E01 2 1 20 ----CONDUIT ONLY ----- J01 E02 2 1 170 1 2 1 -CONDUIT ONLY ----- J01 P02 4 1 125 -2 --349 135 1/0 AL JKT 170 EKB638 EKB639 EKB640 -1.2 J01 P1A 4 1 20 2 ---CONDUIT ONLY ----- J01 P1A 2 1 20 2 ---147 98 1/0 AL JKT 150 --EKB145 -0.6 2" SCH80 (FT) & BENDS =500 4 4 3 0 1/0 AL JKT TOTAL (FT) =510 TTL (Gal.)3.2 4" SCH80 (FT) & BENDS =825 3 6 2 0 3Ø 1/0 AL JKT TOTAL (FT) =170 6" SCH80 (FT) & BENDS =390 0 2 2 0 WIRE STRINGING (PRIMARY & SECONDARY) Location Pri Sec Wire Size & Type Quantity Length (ft per conductor)UnitsFromTo P03 P1A X #2ACSR 2 95 Total Feet (#2ACSR) Installed 190 - NOT TO SCALE NEW CONDUIT DIAGRAM 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" VAULT DETAIL @ J01 NOT TO SCALE MFP25003825