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Home My WebLink AboutMFP25002974.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP25002974 IVR Number: 25002974 Permit Information Permit Name: Puget Sound Energy - Electric - 105107761 Address/Location:06/12/2025Application Date:2323059021Parcel Number: 15711 152ND AVE SE Permit Type:07/10/2025Issue Date:Franchise Permit Work Class:07/10/2026Expiration Date:Minor Utility Job Number: 105107761Franchise Type:Electric Description: Puget Sound Energy Electric 105107761, INSTALLING CONDUIT RISER AT 317236 167754, P01. TRENCH ABOUT 5FT TO CUSTOMER PROPERTY. ALL OTHER WORK ON PRIVATE. PRE CONSTRUCTION MEETING REQUIRED TO DISCUSS TRAFFIC CONTROL. Contacts Name Address PhoneTypeBilling Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX 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. Date Applicant’s Name (Print) Project Name: 105107761 Permit #: Site Address: 15711 152nd Ave Southeast 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 JASON SCHAEFER (425) 320-6926 Applicant’s Signature 6/12/2025 Katie Zimmerman MFP25002974 Monday Friday 8:00am 3:00pm Scott Warlick CED 7/10/2025 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. 15711 152nd Ave SE Renton WA 98058 USA P01 121212 1111121111111111121112CONCRETE CURB POLICEUPO CONETOPPERCONETOPPER M6-2 W20-1ROAD WORK AHEAD LEFT LANECLOSED AHEAD W20-5LW4-2LX'≥X'≥X'≥CONETOPPERBEPREPARED TO STOP W3-4X'≥X'≥W20-7AW20-1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4 X'≥X'≥X'≥ W20-7A W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7A152ND AVE SE154TH PL SEMAPLE V A L L E Y H W Y MAPLE V A L L E Y H W Y 0'70'35' 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 115711 152nd Ave SE, Renton, WA 98058 0 515249486 04/22/2025 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: Jaber Tofan Card No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-7316 MFP25002974 cone off this lane and park police officer car here Pre-construction meeting required to discuss traffic control. Please schedule the pre-construction meeting with Franchisepermits@rentonwa.gov. 154TH PL SESE RE N T O N M A P L E V A L L E Y R D 317236-167754 SW#____ (100T) 317230-167758 300 kVA 277/480V (ABC)336.4 MCMACSR336.4 M C M A C S RABC CNBAMAP 13 MAP 13 MAP 13 317239-167760 25 kVA (B) SLAT4670 317237-167772 X11324 317246-167733 317224-167765 SK00737 (65T) 317217-167768 225 kVA 120/208V (ABC) 317216-167770 317257-167758 SK00860 336.4 M C M A C S RCBA 54' ROW 32' EOP OFFICE 54' ROW 32' EOP OFFICE SITE PLAN N Vicinity Map 47.464297, -122.138223 Owner / Developer Contact Info officeATTN: NEW LIFE CHURCH 15711 152ND AVE SE RENTON WA, 98058 RAD KRYSA 253-872-1905 OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE MAP-13 6/26/25 197 171 219 12 12 12 209 183 231 Superior ORDER#NOTIF# PWR PROJECT PHASE 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. SCALE: 1" = 50'105107761THIS 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) 105107761515249486 Perm. Service CUSTOMER NOTES Customer is responsible for all trenching, select backfill, compaction & restoration per Puget Sound Energy Standards & Local Municipality (See PSE Electric Service Handbook for more details). 1.Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. 2.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. 3.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. 4.Roads shall be paved or have a compacted , crushed rock base in place. 5.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. 6. All work is to be done in accordance with local municipal and county permit requirements as applicable. 7.Inclement weather conditions may cause delays in construction times and dates. 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. 9.EROSION & SEDIMENT CONTROL: Erosion & sediment control shall be per PSE standard practice 0150.3200 techniques for temporary erosion & sediment control & any additional local jurisdiction requirements. (Local jurisdiction may have additional requirements including notes detailing where erosion or sediment control structures are to be installed, cross section details of the typical erosion structures, & special requirements for work in sensitive areas.) 10.Customer is required to have meter inspected and approved by L&I/City prior to construction. 104369221515249489 PSE Locates Req'd Developer Locates Req'd Yes No No YesFlagging Req'd Outages Req'd LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: 6840 SQ. FT 400AMPS ELEC 259.9KW 120A 3.8% 1.7% CIRCUIT FEET ADDED: 200' 00 1"2" 00 50'100' POWER GENERAL NOTES - COMMERCIAL PROJECT 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. 1. 2. SITE SPECIFIC NOTES AT P01: 317236-167754 : NEW 3Ø OH-UG TERM -EXISTING 55' CL-1 (2015) DISTRIBUTION POLE TO REMAIN -INSTALL (3) HOT CLAMPS & PRI TAP STIRRUPS (2153100 & 2254100) -INSTALL (1) 3Ø FG OH/UG L/I TERM, FUSE @ 100T PER STD 6043.1000 (TSU3L1F) -INSTALL (1) 4" PRI RISER ON NEW S/O BRKTS PER STD 6042.1000 (RIS4CSS) AT V01: 317230-167758 : NEW SML 3PH PM TRF 3-19B -INSTALL (1) 4'8"x4'8"x3'6" VAULT W/ GRNDS PER STD 6045.5000 (PM3P15S) -INSTALL VAULT COVER HH 4'8" X 5'6" x 6" w/20 X 44" ACCESS (MID: 7655200) -INSTALL (1) 300KVA 277/480V 3Ø PM TRANSFORMER (MID: 6259200) -INSTALL (3) 12KV LB ELBOWS PER STD 6041.1000 (ELB10J) -INSTALL (4) 4 POS #2 TO 500 KCMIL CONNECTOR BARS (MID: 7651002) -INSTALL (12) MOUNTING BOLT KITS (MID: 7651008) -CONNECT (2) RUNS 250AL CUSTOMER OWNED CABLE -INSTALL CABLE TAGS -INSTALL GRID# AT M01: LOT# 15711: NEW UG METER BASE -PSE METER DEPT TO INSTALL NEW 400A UG METER SPAN SPECIFIC NOTES SEE TABLES & ONE-LINES FOR CONSTRUCTION P01-V01:V01* -INSTALL 3 RUNS OF 1/0 CNJK CABLE IN CONDUIT CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE BLDG.# OF METERS SOURCE # OF RUNS WIRE SIZE REMARKS 15711 1 V01 2 250KCMIL - ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE 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 JASON SCHAEFER 425-320-6926 1/10/25 STEPHAN SHAW 253-234-6405 2/7/25 N/A N/A N/A STEPHAN SHAW 253-234-6405 2/7/25 RW#_____RENTON NEW LIFE CHURCH OFFICE 3Ø OH-UG PRI L/E w/ NEW SVC 15711 152ND AVE SE #OFFICE, RENTON 98058 N/A N/A N/A 105107761 AS SHOWN 1 OF 2 KING N/A N/A CSPSKEPM SW 23-23N-05E N/A N/A 2305E091 2306E076 2305E091 MAP-13 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 N/A N/A N/A N/A N/A N/A N/A E-Mail: Cell Phone: Project Manager Contact Information: Manager:JASON SCHAEFER 425-320-6926 JASON.SCHAEFER@PSE.COM Meter Set 3003061687516235761 DEDICATED FACILITIES SITE SPAN ADDITIONAL REMARKS LABOR UNITS #FROM TO FOOTAGE V01 ---UPGRADE 45KVA TO 300KVA TRF DELTA TOTAL FT=## UNDERGROUND CIRCUIT MAP NOT TO SCALE JOB SITE 300kVA 277/480v Fault Current: 17,200 R/X: 0.3 %Z: 2.10 JOB SITE JOB SITE CIVIL PLAN SCALE: 1" = 30' 00 1"2" 00 30'60' 3Ø PRI L/E MFP25002974 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 317236-167754 SW#____ (100T) 317230-167758 300 kVA 277/480V (ABC) 3Ø 1/0 CNJK EKA894 EKA895 EKA896 4" DB120 8x8' WORK PIT 4x4' WORK PIT Phone & TV Primary Power Cable Direct Buried or in PSE provided 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 DB120 Grade Conduit Primary-Direct Buried or DB 120 (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. 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 CONDUIT RISER PLACEMENT DETAIL (P01) SCALE: NONE Field Face Quadrant Road Face Quadrant Climbing Space 5" Min CL Direction of Vehicular TrafficCL TOP VIEW 4' x 4' Work Pit (Pole Butt Must Be Exposed) 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 COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 3' MIN PM XFMR VAULT B-FLY DETAIL (V01) SCALE: NONE Prop 4" (P01) TOP VIEW 18" MIN 3' MIN WORKINGSPACE 18" MIN 3' MIN 4' MIN6' MAX 5' PREFERRED 6" MIN 6' MAX 3' MIN 3' MIN Neares t S i d e W a l l or Ob s t r u c t i o n An y O b s t r u c t i o n Ab o v e M e t e r CT E n c l o s u r e Working SpaceMeter Clearances SCALE: NONE 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 JASON SCHAEFER 425-320-6926 1/10/25 STEPHAN SHAW 253-234-6405 2/7/25 N/A N/A N/A STEPHAN SHAW 253-234-6405 2/7/25 RW#_____RENTON NEW LIFE CHURCH OFFICE 3Ø OH-UG PRI L/E w/ NEW SVC 15711 152ND AVE SE, RENTON 98058 N/A N/A N/A 105107761 AS SHOWN 2 OF 2 KING N/A N/A CSPSKEPM SW 23-23N-05E N/A N/A 2305E091 2306E076 2305E091 MAP-13 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 N/A N/A N/A N/A N/A N/A N/A 105107761CUSTOMER DEVELOPMENT 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: RIGHT-OF-WAY WORK. -WORK 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. VAULTS & WORK PITS. -REQUIRED TO PROVIDE 8' X 8' WORK PIT & 6" WORTH OF 5/8" MINUS CRUSHED ROCK AT V01 -REQUIRED TO PROVIDE 4’ X 4’ WORK PIT AT P01 TRENCHING & CONDUIT. -SEE CABLE/CONDUIT TABLES & ONE-LINE DIAGRAMS FOR CONSTRUCTION -REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL CONDUITS JOB SITE READINESS. -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 W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS. CABLE & CONDUIT ONE-LINE DIAGRAM SCALE: 1" = 50' PSE PROVIDED, CUSTOMER INSTALLED 4" DB120 CONDUIT PSE PROVIDED & INSTALLED 3Ø 1/0 AL CNJK CABLE CUSTOMER PROVIDED WORK PITS, GRAVEL, & & TRENCHING Primary Cable & Conduit Table (Foreman to Complete) LOCATIO N 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) P01 V01 4"1 200 X 1 0 0 0 1368.4 1313.9 1/0 AL 250 EKA894 EKA895 EKA896 Vault & Equipment Table Work Location Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFO Foreman-CompleteLBDC V01 317230-167758 PM3P15S (4.67'x4.67'x3.5') PAD-3P-12-277/4 80-300 (300 kVA)3 0 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 300kVA 277/480v 6259200 V01 317230-167758 CUSTOMER SVC ENTRY MFP25002974