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Home My WebLink AboutMFP25005777.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25005777 IVR Number: 25005777 Permit Information Permit Name: Puget Sound Energy - Electric 101186085Address/Location:11/12/2025Application Date:3223059065Parcel Number: 17803 108TH AVE SE Permit Type:01/08/2026Issue Date:Franchise Permit Work Class:01/08/2027Expiration Date:Major Utility Job Number: 101186085Franchise Type:Electric Description: Puget Sound Energy Electric Remove 1 pole at P03 (316443 166290. Remove OH Distribution & Feeder from P04 316483 166284 & P03. Install 2 new poles at P02 316460 166283 & P04 316483 166284. Install UG cable & conduit 240' from P02 to P04. Install new 3 phase padmount transformer at V01 316462 166281. All restoration to City of Renton standards. Contacts Name Address PhoneTypeBilling Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX Permitting Department Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Applicant 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 11/12/2025 101186058-Restaurant At N Benson Center 17803 108th Avenue SE David Brinkmann (253) 234-6445 Monday Friday 8:00am 3:00pm Scott Warlick CED MFP25005777 1/8/2026 Page 2 of 6 | Published: 2/25/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 2/25/2025 APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS: GENERAL • Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State of Washington, including codes and regulations not described in this application. • Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to Washington State Department of Transportation (WSDOT) traffic control plans. • Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved TCPs including claims arising from towing of private vehicles and the acts of Applicant’s agents and employees. • Applicant must comply with all conditions of the application. • The City shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this application, Applicant is responsible to pay for legal counsel chosen by the City to defend against same. • No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include construction phasing and sequencing. • Previously approved TCPs cannot be combined into a new TCP without review and approval by the City. • Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with the updated date and time and/or any changes to TCP. • Applicant must have the approved TCP prior to commencing the work. • Approved TCP must be at the work site during work hours. • Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. • Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. • At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection equipment that meets current City’s standards at Applicant’s expense. • When not in use, temporary traffic control devices shall be removed or covered immediately. It is the Applicant’s responsible to cover any temporary traffic control devices when not applicable for the construction activities. Similarly, when work is suspended for short periods of time, traffic control devices that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City is not responsible for any private property from City assets and identifying the property owner. • Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours. At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times, unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary Page 4 of 6 | Published: 2/25/2025 pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be repaired at Applicant’s expense. • Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. • Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street Closure and Street Excavation for details. Applicant is responsible for coordinating with the property owners and/or residents prior to commencement of the work. • Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise approved. • Accessibility for emergency vehicles shall be maintained at all times. PUBLIC OUTREACH • Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430- 7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal) affecting the vehicle detection. • Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures or lane closures. • Applicant shall call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five (5) working days (excluding weekends and holidays) prior to starting any work. • Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140 or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit operations or facilities. Notification information and guidelines can be found at: https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts. WORKING DAYS AND TIMES • Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below for details. • Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal within the traveled way. • If the City determines the closure hours adversely affect traffic during the work, the City may require to adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an arterial street. (See WSDOT Functional Classification Map: https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass) • Applicant may request the City for consideration of extended or modified working hours. Such request must be approved by the City before changing hours of work. CLOSURES • All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances). More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of the Renton Municipal Code (RMC). • Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than five (5) working days in advance of effective date and time, not including holidays, at location(s) as identified in the TCP. Other methods of displaying the messages shall be approved by the City. Page 5 of 6 | Published: 2/25/2025 • Road closure notice messages must include at least the following:  ROAD WILL BE CLOSED  MONTH/DAY – MONTH/DAY  _AM - _PM • Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as the impact of the closure to the public. Applicant shall submit detour plans for road closures to accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road closures shall require additional temporary traffic control including advance notification, approach and detour signage. • Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the bags remain intact and shall replace damaged bags as needed or determined necessary by the City of Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of Renton Transportation Signal Maintenance (425-430-7423) prior to removal. UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS • Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated by City Transportation for the impacts of traffic signal operations and safety. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal operations. TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION • Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for each traffic signal controller to be programmed and tested by City Transportation staff before starting the work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or modification. TEMPORARY NO-PARKING • Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every hundred (100) feet at least seventy-two (72) hours in advance of effective date and time. • Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be attached to each Temporary No Parking Sign on the project site. • Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in this TCP. NIGHT WORK • Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7- 8) for night work. Process may take up to twelve (12) weeks. More information can be found at https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance. • City may require night work for TCPs that have severe traffic impacts on arterial streets. Page 6 of 6 | Published: 2/25/2025 • Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained on an arterial street. • Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will functionally reduce an arterial or high-volume collector street to only one lane of traffic. • The following configurations may require night work:  Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high volume of left turns occur.  Work at traffic signals that requires shifting two directions of traffic into left turn pockets.  Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a single approach to the intersection.  Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to the intersection. • If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the TCP. TRAFFIC CONTROL PLAN (TCP) FORMAT • TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings, taper tables and MUTCD illustrations, by themselves, are insufficient. • Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on the complexity of a project. • TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase when more than one TCP layout is submitted. • TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which consist of:  Map(s) showing the location of the project and work area.  All fonts shall be legible and a minimum 10-point font size.  All symbols of viewing or printing shall be clear and contrasting.  All streets shall be labeled, and layout must include a north arrow and scale.  Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc.  Show locations where the standard traffic control plans are applied. 17803 108th Ave SE Renton WA 98055 USA SE PETROVITSKY RD SE 180TH ST P03 HH1 P05 P06 P04 V01 P02 12 12 11 12 122516ARRW-BRDW20-1ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RW4-2RX'≥X'≥X'≥X'≥11 11 11 11 11 11 108TH AVE SE108TH AVE SESTOP W20-7ASTOPW20-7AW20-1ROAD WORKAHEAD CENTER LANECLOSED AHEAD W9-3X'≥X'≥FRED MEYER PARKING LOT 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 Jason Bisenius 425-424-7316 jason.bisenius@pse.com 1 OF 117803 108TH AVE SE, RENTON, WA 98055 0 515359494 11/04/2025 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jason Bisenius Card No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316 MFP25005777 101186085N Vicinity Map 47.4427-122.1975 1. GENERAL 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 utilities or obstructions, trench route may need to be moved to opposite side of street. Cooperation with Quality Inspector, Puget Sound Energy Contractor, City or County authorities during Pre-construction meeting will determine the final trench route. 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 12" 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. ELECTRICAL 1. Conduit Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC SCHL 80 or 2", 3", 4", or 6" SCHL 80 for direct burial. Maintain 36" minimum cover above top conduit at all times or as required 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 un-necessary 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 Concentric 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. Provide temporary wiring and connections to maintain existing systems in service during construction; if a scheduled outage is not possible. When work must be performed on energized equipment or circuits, use qualified personnel for such operations. 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. RESTAURANT ON NORTH BENSON SCHEDULE 73 OH TO UG DISTRIBUTION CONVERSION NOTE: 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 HARD SURFACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED). ALL CROSSING TO BE DONE PARALLEL OR PERPENDICULAR TO ROAD. STRAIGHT CROSSING ONLY. POWER GENERAL NOTES - COMMERCIAL PROJECT 8. EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. Roads shall be paved or have a compacted , crushed rock base in place. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them. All work is to be done in accordance with local municipal and county permit requirements as applicable. Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits and crossings from the individual unit's meter base to the designated connection point. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. CIRCUIT FEET ADDED: 240' CIRCUIT FEET REMOVED: 250' CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PAN-15 12/16/24 259 258 250 0.00 0.00 0.00 259 259 250 JOB SITE OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE UNDERGROUND CIRCUIT MAP SCALE: 1" = 75' JOB SITE JOB SITE THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) Owner / Developer Contact Info officeATTN: SOLERA MANAGER, LLC 10900 NE 8TH ST. SUITE 1200 BELLEVUE, WA 98004 DALTON ARNDT 253-606-0715 PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" 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. Superior ORDER#NOTIF# PWR PROJECT PHASE 101186085515359494 Pole Removal 108164133 593263740 594164949 Reco Existing SVC Reco Existing SVC 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 D. BRINKMANN 206-794-8599 10/3/25 B. POTTER 253-256-8272 10/3/25 --- 253-256-8272 10/3/25 RW-141015 RENTON RESTURANT AT N. BENSON SCHEDULE 73 17803 108TH AVE SE, RENTON 98055 N/A N/A N/A 101186085 AS NOTED 1/5 KING COUNTY N/A N/A CSPSKEPM T23N.R05E.S32 N/A N/A 2305E126 2305E136 2305E126 PAN-15 Centurylink/Lumen N/A N/A Comcast/Xfinity N/A N/A PSE - Gas N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A E-Mail: Cell Phone: Project Manager Contact Information: Manager: David.Brinkmann@pse.com (206) 794-8599 David Brinkmann B. POTTER 583082817OH XFMR Bank Remv Raymond Reynolds 12/15/2025 MFP25005777 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 17630 17808 17636 17642 1781617809 17832 316497-166291 SLAP9116 316506-166290 316465-166293 112.5 kVA 208V (ABC) 316873-166303 316423-166291 316423-166298 316486-166290 50 kVA 120/240V (A) PAN 15 R0W 100' EOP 55'336.4MCMACSRABC 336.4MCMACSRABC 316470-166290 75 kVA 120/208V 316443-166290 3X25kVA 120/208V WYE/WYE THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101186085REMOVAL SITE PLAN SCALE: 1" = 50' 00 1"2" 00 50'100' SITE SPECIFIC NOTES AT P01: 316486-166290 -EXISTING 45' CL UNK 1983 POLE TO REMAIN -EXISTING 50kVA 120/240V OH TRF TO REMAIN AT P02: 316470-166290 -EXISTING 45' CL UNK 1983 POLE TO REMAIN -EXISTING 75kVA 120/208V OH TRF BANK TO REMAIN AT P04: 316443-166290 -TOP EXISTING 45' CL-3 (1983) DISTRBITUION WOOD POLE AT COMMS LEVEL -REMOVAL ALL PSE EQUIPMENT -REMOVE (3) OH 25kVA 120/208V BANK AND RETURN TO PSE YARD -POTELCO TO REMOVE POLE STUB AFTER COMMS HAVE BEEN TRANSFERRED AT P06: 316423-166291 -EXISTING 45' CL UNK 1985 POLE AND EQUIPMENT TO REMAIN POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS Work Location Pole Data Pole TEL TV FIBER TRAN RMVD ID NUMBER Grid #Length Class Year TOPPED RMVD P04 316443-166290 45 3 1983 SECONDARY WIRE REMOVAL TABLE LOCATION Wire Size & Type Quantity Length (per conductor) REMARKS FROM TO P04 HH1 350 TPX SEC.1 60 - Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P04 316443-166290 25kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P04 316443-166290 25kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P04 316443-166290 25kVA WIRE REMOVAL TABLE Work Location Wire Size & Type Quantity Length (per conductor) Remarks From To P02 P04 PRI 336.4 ACSR 3 250' P02 P04 4/0 ACSR 1 250' 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 D. BRINKMANN 206-794-8599 10/3/25 B. POTTER 253-256-8272 10/3/25 --- 253-256-8272 10/3/25 RW-141015 RENTON RESTURANT AT N. BENSON SCHEDULE 73 17803 108TH AVE SE, RENTON 98055 N/A N/A N/A 101186085 AS NOTED 2/5 KING COUNTY N/A N/A CSPSKEPM T23N.R05E.S32 N/A N/A 2305E126 2305E136 2305E126 PAN-15 Centurylink/Lumen N/A N/A Comcast/Xfinity N/A N/A PSE - Gas N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Raymond Reynolds 12/15/2025 MFP25005777 17630 17808 17636 17642 1781617809 316462-166281 112 kVA 120/208V (ABC) 316497-166291 SLAP9116 316465-166293 112.5 kVA 208V (ABC) 316873-166303 316423-166291 316423-166298 316486-166290 50 kVA 120/240V (A) PAN 15 R0W 100' EOP 55'336.4MCMACSRABC 336.4MCMACSRABC 316470-166290 75 kVA 120/208V 316483-166284 T97046 (SOLI) 316460-166283 T97047 (SOLI) T97011 (100T) PRIVATE ROAD R3.0' TRASH ENCLOSURE PROPOSED FRONTAGE IMPROVEMENTS PEDESTRIAN CROSSWALK STRIPING PEDESTRIAN PATH WITH SPEED TABLE (2) BIKE RACKS PARKING FOR 4 BIKES 8.0'8.0' R3.0' R6.0'108TH AVE SE316483-166284 T97046 (SOLI) SIGN 316462-166281 112 kVA 120/208V (ABC) 316460-166283 T97047 (SOLI) T97011 (100T) 316470-166290 75 kVA 208V (ABC) SITE SPECIFIC NOTES AT P01: 316486-166290 - EXISTING 45' CL-3 1983 POLE TO REMAIN - EXISTING 50kVA 120/240V OH TRF TO REMAIN AT P02: 316470-166290 - EXISTING 45' CL-3 1983 POLE TO REMAIN - EXISTING 75kVA 120/208V OH TRF BANK TO REMAIN AT P03: 316483-166284 -INSTALL (1) 45' CL-1 DISTRIBUTION WOOD POLE 6010.1000 (PD451) -INSTALL (1) 3 PHASE TANGENT DE 397 AAC PER STD 6033.1042 (DE3315) -INSTALL (1) 12 KV FEEDER TERM DE POLE 6043.1020 (TSU3DF1) -INSTALL (3) STIRRUP PER STD 6099.9999 (2254200) -INSTALL (3) SOLID BLADES -INSTALL SW#T97046 -INSTALL (3) ALUM “H” CONNECTOR PER STD 6099.9999 (2168000) -INSTALL (1) RISER, 6” COND SYS STANDOFF PER STD 6042.1000 (RIS6CSS) -INSTALL (1) TRPL HELIX ANCHOR 20' PER STD 6012.1000 (ANDH3) (S) -INSTALL (2) 7/16" PRI NEUT DOWN GUY PER STD. 6013.0100 (GYD3SA) -INSTALL (1) 3/8" NEUT DOWN GUY PER STD 6013.0100 ( GYD3SAN) AT P05: 316460-166283 -INSTALL (1) 45' CL-1 DISTRIBUTION WOOD POLE 6010.1000 (PD451) -INSTALL (1) 3 PHASE TANGENT DE 397 AAC PER STD 6033.1042 (DE3315) -INSTALL (1) 12 KV 1/0 & FEEDER TERM DE POLE 6043.1022 (TSU6D31) -INSTALL (3) STIRRUP PER STD. 6099.9999 (2254200) -INSTALL (3) FUSE 100T PER STD. 6099.9999 (3412700) -INSTALL (3) ALUM “H” CONNECTOR PER STD. 6099.9999 (2168000) -INSTALL SW#T97047(600A SOLID BLADE) -INSTALL SW#T97011(200A @ 100T) -INSTALL (1) 4" PRIMARY RISER, COND SYS STANDOFF PER STD. 6042.1000 (RIS4CSS) -INSTALL (1) 6" PRIMARY RISER, COND SYS STANDOFF PER STD.6042.1000 (RIS6CSS) -INSTALL (1) TRPL HELIX ANCHOR 20' PER STD 6012.1000 (ANDH3) (N) -INSTALL (2) 7/16" PRI NEUT DOWN GUY PER STD. 6013.0100 (GYD3SA) -INSTALL (1) 3/8" NEUT DOWN GUY PER STD 6013.0100 ( GYD3SAN) AT P06: 316423-166291 -EXISTING 45' CL-3 1983 POLE AND EQUIPMENT TO REMAIN AT V01: 314462-166281 -INSTALL 4'-8" SQ. VAULT W/ 4'-8" X 5'6" COVER PER STD 6045.5000, (PM3P15S) -INSTALL (1) 112.5KVA, 120/208V PM XFMR (MID:6258050) -INSTALL (3) 12KV L/B ELBOW KITS PER STD 6041.1000 (ELB10J) -INSTALL (6) #2-500KCMIL 4-POS CONNECTOR BARS (MID:7651002) -INSTALL (9) BOLT KITS (MID:7651008) -CONNECT 1-RUN OF SECONDARY MAIN CABLE -INSTALL CABLE TAGS -INST GRID # AT HH1: -EXISTING CONCRETE HANDHOLE TO REMAIN SPAN SPECIFIC NOTES - SEE SITE PLAN, ONE-LINE DIAGRAMS, & TABLES FOR INSTALLS & REMOVALS THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101186085INSTALL SITE PLAN SCALE: 1" = 50' Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (PM) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information 112.5kVA 120/208v 6258050 V01 316462-168281 DEVELOPER & CUSTOMER NOTES: A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY. **DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL** CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING: VAULTS & WORK PITS -PROVIDE A 8' X 8' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT V01 - PROVIDE A 4' X 4' WORK PIT AT P03 & P05 **4' X 4' WORKPIT MAY BE LARGER TO ACCOMMODATE BORE** TRENCHING & CONDUIT -INSTALL ± 240' OF 2-6"SCH 80 GRAY PVC CONTINUOUS CONDUIT FROM P03 TO P05. -INSTALL ± 50' OF 1-4" SCH 80 GRAY PVC CONTINUOUS CONDUIT FROM P05 TO V01. -INSTALL ± 20' OF 2-4" SCH 80 GRAY PVC DISCONTINUOUS CONDUIT FROM HH1 TO V01 -REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS. JOB SITE READINESS CROSSING/BORING. -BORING FOR CROSSINGS ARE REQUIRED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS. -CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. -PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT OF WAY. -EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. -IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT. -IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR WSDOT, A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS. PARTIAL SITE PLAN SCALE:1" = 20' 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 D. BRINKMANN 206-794-8599 10/3/25 B. POTTER 253-256-8272 10/3/25 --- 253-256-8272 10/3/25 RW-141015 RENTON RESTURANT AT N. BENSON SCHEDULE 73 17803 108TH AVE SE, RENTON 98055 N/A N/A N/A 101186085 AS NOTED 3/5 KING COUNTY N/A N/A CSPSKEPM T23N.R05E.S32 N/A N/A 2305E126 2305E136 2305E126 PAN-15 Centurylink/Lumen N/A N/A Comcast/Xfinity N/A N/A PSE - Gas N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Raymond Reynolds 12/15/2025 MFP25005777 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 316462-166281 112 kVA 120/208V (ABC) CUSTOMER TO INSTALL 2-6" SCH 80 GRAY CONTINUOUS PVC CONDUIT ± 240' (1 SPARE) CUSTOMER PROVIDED 4'x4' WORK PIT * WORKPIT MAY BE LARGER TO ACCOMMODATE BORE CUSTOMER PROVIDED 8'x8' WORK PIT W/ 6" BEDDING CRUSHED ROCK CUSTOMER TO INSTALL 1-4" SCHL 80 DISCONTINUOUS PVC CONDUIT ±50' IN CUST. PROVIDED TRENCH CUSTOMER PROVIDED 4'x4' WORK PIT * WORKPIT MAY BE LARGER TO ACCOMMODATE BORE CUSTOMER TO INSTALL 2-4" SCHL 80 DISCONTINUOUS PVC CONDUIT ±20' IN CUST. PROVIDED TRENCH 316483-166284 T97046 (SOLI) 316460-166283 T97047 (SOLI) T97011 (100T) 316462-166281 112 kVA 120/208V (ABC) * WORKPIT MAY BE LARGER TO ACCOMMODATE BORE PSE INSTALL 1-RUN 3Ø 750MCM FEEDER ± 290' (AØEKA695) (BØEKA696) (CØEKA697) PSE INSTALL 1-RUN 3Ø 1/0 PRIM. UG JKT ± 100' (AØEKA698) (BØEKA699) (CØEKA700) PSE INST. 1-RUN 350 QUAD UG ± 40' 316483-166284 T97046 (SOLI) 316460-166283 T97047 (SOLI) T97011 (100T) 316443-166290 112.5 kVA 120/208V (ABC) 3x37.5 316462-166281 112 kVA 120/208V (ABC) 316470-166290 75 kVA 208V (ABC) 316486-166290 50 kVA (A) 316423-166291 316423-166298336.4MCMACSRABC 336.4MCMACSRABC 12KV 1/0UG AØEKA698, BØEKA699,CØEKA700 12KV 750UG AØEKA695, BØEKA696,CØEKA697 REMOVE 336.4 ACSR AØ,BØ,CØ REMOVE 4/0 ACSR NEUTRAL 316483-166284 T97046 (SOLI) 316460-166283 T97047 (SOLI) T97011 (100T) THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101186085PRIMARY CONDUIT ONE-LINE DIAGRAM NOT TO SCALE PRIMARY CABLE ONE-LINE DIAGRAM NOT TO SCALE Vault & Equipment Table Work Location Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-CompleteLBDC V01 316462-166281 PM3P15S (4.67'x4.67'x3.5') PAD-3P-12-120/208-1 112(112.5kVA)3 - POLE TABLE (NEW) Work Location Pole Data Grid #Height Class Year Remarks / Location Ref. P03 316483-166284 45 CL-1 P05 316460-166283 45 CL-1 SECONDARY CABLE & CONDUIT TABLE Work Location Cable Conduit Voltage Drop Voltage Flicker As Built Information Size Length Design (ft) Size Length Design (ft) Bends Foreman - Complete FROM TO (1/0,4/0,350)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable) V01 HH1 SEC 350 UG QUAD 40'4"20'1 0 0 0 3.5%1.0% V01 HH1 CONDUIT ONLY 4"20'1 0 0 0 Primary Cable & Conduit Table (Foreman to Complete) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)AS BUILT INFORMATION From To Size (in) Qty Design Length (ft) Actual Length (ft) TYPE BENDS PULL (lbs) PULL Rev (lbs) Cable Size Design Length (ft) Actual Length (ft) CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY Check applicable box DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed (Conduit & Cable) P03 P05 6" 1 240'X 0 0 0 0 915.7 915.7 PRI 12KV 750 UG 290'EKA695 EKA696 EKA697 1 240'X SPARE 6" CONDUIT INSTALL ONLY P05 V01 4"1 50'X 0 0 0 0 143.8 144.5 PRI 12KV 1/0 UG 100'EKA698 EKA699 EKA700 PRE/POST- CONSTRUCTION SCALE: 1" = 50' 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 D. BRINKMANN 206-794-8599 10/3/25 B. POTTER 253-256-8272 10/3/25 --- 253-256-8272 10/3/25 RW-141015 RENTON RESTURANT AT N. BENSON SCHEDULE 73 17803 108TH AVE SE, RENTON 98055 N/A N/A N/A 101186085 AS NOTED 4/5 KING COUNTY N/A N/A CSPSKEPM T23N.R05E.S32 N/A N/A 2305E126 2305E136 2305E126 PAN-15 Centurylink/Lumen N/A N/A Comcast/Xfinity N/A N/A PSE - Gas N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Raymond Reynolds 12/15/2025 MFP25005777 Communications Primary Power Cables or Conduit Excavated Dirt Pile ROADSIDE Final Grade 24" Min 12" Min Separation 36" Min Cover 48" Max Backfill (No rocks over 10" diameter) Separation 12" Min Gas 4" Sand Bedding 32" Typical (Power, Gas, and Communications) JOINT TRENCH DETAIL Primary-Mainline Gas & Communications (NTS) Separation 12" Min 6" or 12" Min Sand Shading after Compaction - A 6" layer of sand 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 is required when excavated native material contains rocks up to 10" in diameter. 6" to 12" Under Normal Conditions 65" Min for Triple Helix DETAIL FOR TRIPLE HELIX INSTALLATION Not To Scale ANCHOR DETAIL - TRIPLE HELIX FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS. 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PADMOUNT TRANSFORMER AND VAULT CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 1.5' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA Not to scale 1.5' MIN 3' MIN 3' MIN 3' MIN 10' MIN 3' MIN THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101186085ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. UTILITY POLE EROSION CONTROL DETAIL Not to scale Adjacent to flowing ditches or bodies of water FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS (MID 9995692). 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 TOP VIEW FLOWING DITCH or BODY OF WATER SLOPESLOPE SECURE BOTTOM OF FENCE WITH GRAVEL BAGS PLACE STRAW MULCH ON DISTURBED AREA INSTALL SILT FENCE AROUND POLE EXCAVATION EXCAVATED OR AUGERED HOLE POLE Field Face Quadrant Road Face Quadrant Climbing Space 5" Min CL Direction of Vehicular TrafficCL TOP VIEW Standoff Bracket 15" Min Length Conduit Clamp Conduit CONDUIT RISER PLACEMENT DETAIL (P03,P05) SCALE: NONE 4'x4' Work Pit CALL (800) 424-5555 UTILITY NOTIFICATION CENTER A MINIMUM OF 2 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION TO PREVENT DAMAGE TO UNDERGROUND FACILITIES & AVOID BODILY INJURY. PSE/POTELCO REPRESENTIVE MUST BE ONSITE FOR DURATION OF BORE POTHOLING IS REQUIRED PRIOR TO BORE. ALL OTHER UTILITIES SHALL HAVE THEIR ALIGNMENTS AND PROFILES MAPPED. BORING CONTRACTOR SHALL PREPARE A PROPOSED BORING ALIGNMENT AND PROFILE ON SITE AND PROVIDE IT TO THE PSE/POTELCO REPRESENTATIVE FOR APPROVAL BEFORE COMMENCING ANY WORK BORING CONTRACTOR SHALL USE CONDUIT AND MATERIALS PROVIDED ONLY BY PSE/POTELCO WHEN OPERATING IN PUBLIC RIGHT OF WAY NEW CONDUIT SHALL BE INSTALLED PER PSE STANDARDS AND ADHERE TO ALL JURISCITION REQUIREMENTS. NEW CONDUIT SHALL BE INSTALLED AT 36" MINIMUM COVERAGE. LOCAL JURISIDICTIONS MAY HAVE DIFFERENT REQUIREMENTS FOR MINIMUM COVERAGE IN PUBLIC RIGHT OF WAY. NEW CONDUIT SHALL MAINTAIN MINIMUM 1-FOOT VERTICAL CLEARANCE BETWEEN OUTER SURFACES OF EXISTING UTILITIES AND STRUCTRES. IT SHALL ALSO MAINTAIN A MINIMUM 5-FOOT HORIZONTAL SEPARATION OF WATER MAIN, STORM DRAIN AND 5-FOOT OF SEWER STRUCTURE. LOCAL JURSIDICTION MAY REQUIRE A DIFFERENT MINIUM SEPARATION. TYPICAL BORE NOTE TYPICAL BORE COVER36" MIN.DEPTHFINAL GRADE WILL MAINTAIN 36" MIN. DEPTH WHILE DIRECTIONAL DRILLING TOP VIEW Excavation - 10-1/3 cubic yards SIDE VIEW Rock Crushed 6" 4'-4" 2" 8' 8' 4'-8" 3'-6" 4'-8" 6" 20" 4'-8"5'-6" 44" Not to scale 6045.5000-1 3,600 lbs 1,657 lbs VAULT & EXCAVATION DETAIL PM XFMR VAULT B-FLY DETAIL (V01) SCALE: NONE Prop 4" (HH1) Prop 4" (P05)FRONTCUSTOMER-SUPPLIED SERVICE TRENCH TV & TEL Electric Service Cable in 3" Conduit Excavated Dirt Pile Final Grade 24" Min 24" Min to 36" Max Cover Separation 12" Min 20" Min JOINT TRENCH DETAIL Electric Service Cable in Conduit (NTS) To Excavated Dirt Pile 36" MINIMUM COVER IN RIGHT OF WAY Backfill for Conduit Free of rocks larger than 8" in diameter) Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris, glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter. 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 D. BRINKMANN 206-794-8599 10/3/25 B. POTTER 253-256-8272 10/3/25 --- 253-256-8272 10/3/25 RW-141015 RENTON RESTURANT AT N. BENSON SCHEDULE 73 17803 108TH AVE SE, RENTON 98055 N/A N/A N/A 101186085 AS NOTED 5/5 KING COUNTY N/A N/A CSPSKEPM T23N.R05E.S32 N/A N/A 2305E126 2305E136 2305E126 PAN-15 Centurylink/Lumen N/A N/A Comcast/Xfinity N/A N/A PSE - Gas N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SPARE 4" (HH1) Raymond Reynolds 12/15/2025 MFP25005777