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Home My WebLink AboutMFP25003493.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP25003493 IVR Number: 25003493 Permit Information Permit Name: Puget Sound Energy - Electric 105104420- Cyprus LaneAddress/Location:07/09/2025Application Date:1123059021Parcel Number: 5816 NE 4TH PL Permit Type:08/06/2025Issue Date:Franchise Permit Work Class:08/06/2026Expiration Date:Major Utility Job Number: 105104420Franchise Type:Electric Description: Puget Sound Energy Electric RUSH REQUEST Crew to trench across NE 4th Pl west of plat entrance on Road A with equipment. Crew to use truck and equipment on east side of Nile Ave NE at P05 to do pole work and to trench and feed lot 11. HS Restoration to be completed 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 Permits Central 355 110th Ave NE Bellevue, WA 98004 B: (425) 620-6742 H: (425) 620-6742 C: (425) 620-6742 Contact Vicki Henson Potelco Inc 8001 212th St S Kent, WA 98032 B: (253) 863-0484Contractor Business License Number: 5109Electrical Contractor: POTELI*344O4 Construction Contractor: POTELI*227PL Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08 Bellevue, WA 98009 B: (888) 225-5773Emergency Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. 1.Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Potelco, Inc 6905 S 228th St Kent, WA 98466 Please See Attached Katie Zimmerman 7/9/2025 105104420-Cyprus Lane 5816 NE 4th PL Randy Blackie 425-457-2614 Monday Friday 8:00am 3:00pm MFP25003493 Scott Warlick CED 8/6/2025 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. NILE PL NE (PVT RD)NILE PL NE (PVT RD)NE 4TH PLNE 4TH PLNE 4TH PLORCAS PL NE PASCO PL NE 1515999 9 13 13 13 13 16 161010 1111STOP STO P STOP FROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AUSE MAXIMUM AVAILABLESPACE FOR SIGNSS/WCLOSEDR9-9S/WCLOSEDR9-9FLAGGERS SHALL STOP TRAFFIC IN ALLDIRECTIONS TO ESCORT PEDESTRIANSAROUND/THRU WORK AREAW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7A1111W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ANE 4TH PLNILE AVE NENSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com1 OF 35816 NE 4th Pl, Renton0 51070190607/08/2025Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYFLAGGERSTOPTRENCHMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386MFP25003493 NILE PL NE (PVT RD)NILE PL NE (PVT RD)NE 4TH PLNE 4TH PLNE 4TH PLORCAS PL NE PASCO PL NE 1515999 9 13 13 13 13 16 161010 1111STOP STOP STOP FROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AUSE MAXIMUM AVAILABLESPACE FOR SIGNSW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com2 OF 35816 NE 4th Pl, Renton0 51070190607/08/2025Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYFLAGGERSTOPTRENCHMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP25003493 NILE PL NE (PVT RD)NE 4TH PL NE 4TH PL 11 11 1111 1111 NILE AVE NESTOP STOP W20-1ROAD WORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ANE 6TH ST NE 4TH PL P05 NILE AVE NEFROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE 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 Flaviana Nunes 425-424-7386 flaviana.rodriguesnunes@pse.com 3 OF 35816 NE 4th Pl, Renton 0 510701906 07/08/2025 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 FLAGGER STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414 Card Exp. 11/2026 flaviana.rodriguesnunes@pse.com (425)424-7386 MFP25003493 N Vicinity Map 47.4892, -122.1410 Owner / Developer Contact Info officeATTN: TUSCANY CONSTRUCTION, LLC PO BOX 2170 RENTON, WA 98056 ROBERT WENZL 206.714.6707 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. 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. GAS PHONE CABLE TV 510701906 105104420 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 510701905 107063195 N/A 106395586 N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior UG MOD. Relocation Removal Temporary Job Order Distribution Service Stubs HP Svc/MSA 10. 9. 8. 7. 6. 5. 4. 3. 2. 1.THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCH PROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITES SUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVE STABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FOR VAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4" BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IF REQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FOR DISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALL TRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE. ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTH INDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLED TO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARY CABLES PER THE CIRCUIT ONE-LINE DIAGRAM. UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROAD CROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ON WORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PER PUGET SOUND ENERGY STANDARDS. AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES IN CONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES IN CONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3) MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE. (EXCAVATION: 3' SQ.) AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT. AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OF STANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TO EXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THE STREET LIGHT STANDARDS. ) INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMES AND DATES. POWER GENERAL NOTES - PLAT PROJECT 105104420107063195DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 REDT # ( RW-138031 )RENTON CYPRUS LANE 1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS 5816 NE 4TH PL, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 088-60 107063195 105104420 N/A 1 OF 4 KING 088A CIKNC QCSOKE 11SW-T23N-R05E 204.086 207.088 2305E043 2306E028 2305E043 MAP-16 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY TAMAYO PEYTON 425.462.3055 . . . 11. E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com x xx x Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing SpaceRoad Face Quadrant Climbing Space 5" Min CL LCDirection of Vehicular Traffic CONDUIT RISER PLACEMENT DETAIL TOP VIEW NOT TO SCALE ... ... ... BOB@TUSCANYWA.COM VAULT DETAIL @ V02 & V03 NOT TO SCALE TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts FRONT FRONTTYPICAL NOTCH-OUT FOR TRANSFORMER, NOT TO SCALE & SECONDARY PEDESTAL/HANDHOLE BACK OF EASEMENT STANDARD EASEMENT LINE ROW 10' PL 1' 4' - 5' Min. 1' 7'7' TRANSFORMER (WHEN PRESENT) 42" 45°42" 1' 45°Property LineRoad Side Top View of Mainline Trench for Single Stubout Location 4'Property LineRoad Side Top View of Mainline Trench for Pedestal or Double Stubout Location 42"45° 4' 45° STUBOUT EXCAVATION DIMENSIONS NOT TO SCALE JOINT TRENCH DETAIL NOT TO SCALE JOINT TRENCH DETAIL NOTES: 1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. * 2. Rocks greater than 10 inches diameter are not permitted in the final backfill. 3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line. 4. Utilities shall not be stacked over the gas line in the trench. 5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies. * Alternatives to full-width trench shading require PSE approval. Primary & Secondary-Mainline Gas & Communications (NTS) ROAD SIDE NATIVE SECONDARY POWER PEDESTAL MATERIAL P/L Power Secondary Power Primary Conduit Tel. & TV 12" Min 12" Sand Cover when gas line is in trench Sand 6" or 12" 4" Sand Bedding 1' 36" Cover 42" Gas 12" 18" Lower 2" 10" Pedestal PSE 10' FRONTAGE EASEMENT 1' Cover ROAD SIDE MINIPAD MINIPAD FIELD SIDE VAULT 6" of crushed rock (base for vault) P/L Power Secondary Power Primary Gas 12" Min Horizontal Separation Communications 42" Min 21"1' Feeder 38" 2" 4" Sand Bedding 12" Sand Cover 36" Cover 4" Sand Bedding 42" 6" Additional depth when Feeder is required PSE 10' FRONTAGE EASEMENT 1' TRANSFORMER Final Backfill Initial Backfill Trench Depth 42" - 48" Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill Gas 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits 6" or 12" Min Sand Shading Over Gas after Compaction 12" Min R/W or Excavated 12" Typical Power Secondary Power TV & TEL 12" Min 12" Min Separation 4,5 1,2 1 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED EQUIPMENT TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF10' 10' 10' 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 @ H3A SHALL BE STAGGERED CONNECTOR BARS IN THE FRONT NEUTRALS SHALL BE 18" 16" 13" 12"10" 2" 10" Pedestal will accept up to six 3" conduits SEALED WITH FOAM CONDUIT SHALL BE 120 PVC CONDUIT ELBOWS TYPICAL 24" RADIUS DB SIDE VIEW WITH CONDUIT 10" 18" 16" 13" 10" 2" 36" FRONT VIEW WITH CONDUIT SECONDARY PEDESTAL DETAIL NOT TO SCALE SITE VAULT DETAIL @ V01 NOT TO SCALE EXCAVATION: _____ CUBIC YARDS 3'-6" SIDE VIEW 2" 6" CRUSHED ROCK TOP VIEW 7' 7' 6 1/3 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" 3,600 lbs 1,300 - 1,365 lbs Not to scale 6055.1010 VAULT & EXCAVATION DETAIL @J01 & J02 MFP25003493 0+001+002+003+004+00 5+ 0 06+007+008+009+001000+00 1001+00 1002+00 1003+00 1004+00 1005+00 1006+00 1006+563+360+00 1+00 2+003+000+001+002+003+004+004+2413 TR. A STORM/ OP. SP. 8 1 2 3 4 10 TR. D OPEN SPACE 12 14 9 TR. E STORM 11 6 7 5 ALLEY (PUBLIC) NE 4TH PL NILE PL NEORCAS PL NEPASCO PLACE NENILE AVE NE529 517 501 465 FEEDMAP 16 FEED MAP 16 STLT 535 536 554#4ACSRORCAS PL NE336ACSRABC 336ACSRABC 336ACSRABC TO BE REMOVED336ACSRABC 336ACSRABC # 4 A C S R C#4ACSRC TYPICAL PSE EASEMENT 524 SW#T95283 TO BE REMOVED FUSE @ 100T SW#X95282 1-2" 60'53'53'43'42'43'60' 60' FUSE @ 65T SW#T95284 MAP 16 FEEDDEVELOPER RESPONSIBLE FOR CONDUIT/WIRE FROM SOURCE TO METER LOCATION 24' 'A' 'C' 'B'ROAD A1" = 50' DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 REDT # ( RW-138031 )RENTON CYPRUS LANE 1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS 5816 NE 4TH PL, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 088-60 107063195 105104420 1" = 50'2 OF 4 KING 088A CIKNC QCSOKE 11SW-T23N-R05E 204.086 207.088 2305E043 2306E028 2305E043 MAP-16 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY TAMAYO PEYTON 425.462.3055 . . . SITE PLAN CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE MAP-16 12.04.24 310 377 225 N/A N/A 28 310 377 253 ... ... ... SCHED.SQ. FT. MAX LRC = CIRCUIT FEET ADDED: 980 17 4,200 140 AMPS THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Units: BUILDING #STREET LIGHTS N/A N/A UNK N/A 1KW 140A (max) 1.9 @ V03 1.5 @ V03 CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE BLDG.# OF METERS SOURCE # OF RUNS WIRE SIZE REMARKS -1 H1A 1 UNK ST. LIGHT CAB ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE Developer Note: The following Fault Current information MUST BE conveyed to the builder of the units: All units may require upgraded house electrical equipment as the fault current at the meter base may exceed 10,000 amps. FAULT CURRENT TABLE 1Ø PM TRANSFORMERS (240/120V) 120V WINDINGS 240V WINDINGS LOCATION SIZE R/X MIN. %Z FAULT CURRENT MIN. %Z FAULT CURRENT V01 75kVA 0.5 2.30 36,200 AMPS 1.80 23,100 AMPS V03 & P05 50kVA 0.5 2.34 26,700 AMPS 1.80 17,400 AMPS V02 37.5kVA 0.6 2.23 18,700 AMPS 1.70 12,300 AMPS P03 - P04, & ALL RELATED FACILITIES TO BE REMOVED ON A SEPARATE WORK ORDER DEVELOPER TO PROVIDE TYPICAL 10' PSE FRONTAGE EASEMENT FOR OPERATION AND MAINTENANCE OF PSE EQUIPMENT. EASEMENT TO BE CLEAR OF ALL BUILDING OVERHANGS AND FOUNDATION FOOTINGS PROPOSED UG PRIMARY EXISTING UG PRIMARY PRIMARY SPLICES SPLICE PIT DETAIL SCALE: NONE P05 RELOCATION & SPAN SOUTH OF P05 TO BE UNDERGROUNDED ON PENDING SCH73: WO 101171354, SHOWN AS EXISTING XFMRS SIZED FOR AN ADDITIONAL 50% DEMAND PER LOT DEVELOPER TO COORDINATE WITH PSE PROJECT MANGER & SERVICE PROVIDER PRIOR TO EXCAVATING WITHIN 3' OF LOCATE MARKS OF PSE ENERGIZED FACILITIES The following styles of guard posts are approved for Puget Sound Energy transformers: - 6 ft x 4 in. diameter Schedule 40 or better galvanized steel pipe filled with concrete. The concrete shall have a minimum compressive strength of 3000 psi after 28 days. The exposed portion of the post shall be painted traffic yellow. - 6 ft x 9 in. diameter precast steel-reinforced concrete post. Available from Utility Vault Company, Auburn, WA; or Hanson Inc., Tacoma, WA. The exposed portion of the post shall be painted traffic yellow. GUARD POST INSTALLATION NOT TO SCALE 0700.1600-02 CONCRETE GUARD POST INSTALLATION MIN 6" PAINTED YELLOW MIN 2'-6" 6" 3'-6" 6'-0" LENGTH DEVELOPER NOTE: Developer to install bollards per this detail if transformers cannot be placed a minimum of 5' from drivable surfaces. GUARD POST LOCATIONS 10' MIN. REQUIRED ROAD OR PARKING AREA GUARD POSTS 5' MIN WORK SPACE 5' MAX 5' MAX 5' MAX 5' MIN 5' MIN CURB OR EDGE OF PAVEMENT CURB OR EDGEOF PAVEMENTPAD & FRONT GUARD XFMR 3' MIN TYPICAL MIN 18"18" MIN MIN 3' CROSSING CONDUIT TABLE X-ING # LOCATION GAS POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY LOCATION SIZE (IN)TYPE QTY X01 'A'TR. A 4 40 1 W 2 DB120 2 65 ( )'WCL - GAS MAIN, PRIMARY X02 TR. A LOT 1 4 40 1 S 2 DB120 1 65 ( )'NCL - GAS MAIN, PRIMARY X03 LOT 2 LOT 14 2 40 1 S 3 DB120 2 65 ( )'NCL - GAS SERVICE, SECONDARY X04 LOT 4 LOT 12 2 40 1 S 3 DB120 1 65 ( )'SCL - GAS SERVICE, SECONDARY X05 LOT 4 LOT 5 4 40 1 W 2 DB120 1 35 ( )'ECL - GAS MAIN, PRIMARY X06 LOT 10 LOT 8 4 40 1 N 2 DB120 1 65 ( )'NCL - GAS MAIN, PRIMARY 3 DB120 1 - SECONDARY X07 LOT 5 LOT 4 2 40 1 W 3 DB120 1 35 ( )'ECL - GAS SERVICE, SECONDARY X08 'B''C'3 DB120 1 25 ( )'ECL - SECONDARY 2" PVC PLUG /CAPS = 6 2" YELLOW SCH 40 PVC = 165 FT 2" DB120 GREY PVC = 295 FT 2" PVC PLUG /CAPS = 10 4" PVC PLUG /CAPS = 8 4" YELLOW SCH 40 PVC = 230 FT 3" DB120 GREY PVC = 320 FT 3" PVC PLUG /CAPS = 12 BOLLARDS MAY BE REQUIRED AT V02 DUE TO VEHICLE PATH CLEARANCE REQUIREMENTS. MUST BE OUTSIDE OF ROW SITE SPECIFIC NOTES At P01 (318133-167657) 2001 CLASS 3 - 45' -STIRRUP (2254200) -FUSE @ 100T (3412700), TAP 'C' PHASE -INSTALL SWITCH# X95282 -STIRRUP (2254000) -REMOVE EXISTING LINK BREAK CUTOUT SW# UNK -INSTALL 1Ø LOAD INTERRUPTOR CUTOUT (DLS115F) 6022.1000 LABOR UNITS - - - - - - - - - - At P02 (318131-167668) 1963 CLASS 3 - 45' -STIRRUP (2254000) -INSTALL SWITCH# X95284 -EXISTING LINK BREAK CUTOUT & 40T FUSE (N) TO REMAIN -FUSE @ 65T (3412600), TAP 'C' PHASE -REMOVE EXISTING LINK BREAK CUTOUT SW# UNK (S) -INSTALL 1Ø LOAD INTERRUPTOR CUTOUT (S) (DLS115F) 6022.1000 -INSTALL SWITCH# X95283 - - - - - - - - - - - - At SP1 -SPLICE TO EXISTING DIRECT BURIED 1/O PRIMARY CABLE -INSTALL (1) 1/OAL SPLICE (7667800) At SP2 -SPLICE TO EXISTING DIRECT BURIED 1/O PRIMARY CABLE -INSTALL (1) 1/OAL SPLICE (7667800) At P05 (318186-167657) 2013 CLASS 3 - 45' -INSTALL (1) 3" PRIMARY RISER ON EXISTING STANDOFF BRACKETS (RIS3CSS) 6042.1000 Oil-Filled Equipment Clearances per PSE Std 0700.1500 If the oil-filled equipment is adjacent to… Clearance Requirement Combustible walls or roof (including stucco).10 FT Noncombustible walls, soffits, and roofs (including brick, concrete, steel and stone) providing the side of the transformer facing the wall does not have doors. Materials that pass UBC Std. 2-1 or ASTM E136-79 are considered to be noncombustible. 3 FT Fire sprinkler valves, standpipes, and fire hydrants.6 FT Doors, windows, vents, fire escapes, or other building openings.10 FT The water's edge of a swimming pool or any body of water.15 FT Individual domestic and irrigation wells. Clearance not required on pole mounted transformers (pole placement still applies as stated in 6450.3000), TUT's installed in sealed vaults, 7200V single-phase padmount transformers 50kva or less, and ones with reduced flammability oil. 100 FT Facilities used to dispense or store LP, hazardous liquids, or fuel.20 FT Gas service meter relief vent.3 FT Generators, customer-owned transformers, etc.6 FT MFP25003493 MAP 16 FEEDFEED MAP 16 ABC 336ACSRABC # 4 A C S R C#4ACSRCFUSE @ 100T FUSE @ 65T 336ACSRABC SW#T95283 SW#X95282 SW#T95284 CØADA087 CØACP766 CØACR989 NEW 1/O AL EKC860-CØ EKC860-CØ NEW 1/O AL EKC861-CØ CØACR989 EKC861-CØ NEW 1/O AL EKC862-CØ NEW 1/O AL EKC863-CØ NEW 1/O AL EKC864-CØ NEW 1/O AL EKC865-CØ CØADC293 'A' DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 REDT # ( RW-138031 )RENTON CYPRUS LANE 1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS 5816 NE 4TH PL, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 088-60 107063195 105104420 AS SHOWN 3 OF 4 KING 088A CIKNC QCSOKE 11SW-T23N-R05E 204.086 207.088 2305E043 2306E028 2305E043 MAP-16 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY TAMAYO PEYTON 425.462.3055 . . . ... ... ... EX OVERHEAD CIRCUIT MAP 2306E028 SCALE: 6" = 1 MILE NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE EX UNDERGROUND CIRCUIT MAP 2305E043 NOT TO SCALE PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)QTY. DESIGN LENGTH (FT) BENDS PULL (LBS) PULL REV (LBS) CABLE SIZE DESIGN LENGTH (FT) PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED LUBRICANT (Gal.) 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST.ACTUAL J01 IP1 2 1 10 1 ---115 102 1/0 AL JKT 80 --EKC860 CHARGE 594 (3-4)0.3 J01 IP2 2 1 10 1 ---116 95 1/0 AL JKT 80 --EKC861 CHARGE 594 (3-4)0.3 J01 V01 2 1 120 1 ---98 87 1/0 AL JKT 195 --EKC862 -0.8 V01 J02 2 1 140 --1 -68 79 1/0 AL JKT 185 --EKC863 -0.7 J02 V02 2 1 225 -3 1 -122 110 1/0 AL JKT 235 --EKC864 -0.9 J02 V03 2 1 195 2 1 2 -188 142 1/0 AL JKT 270 --EKC865 -1.1 V03 E01 2 1 65 ----CONDUIT ONLY ---- 2" PVC (FT) & BENDS =765 5 4 4 0 1/0 AL JKT TOTAL (FT) =1045 TTL (Gal.)4.2 SITE THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) SITE VAULT & EQUIPMENT TABLE SITE #GRID # VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) AS-BUILT INFORMATION LB DC FOREMAN: INCLUDE PHASE TAPPED V01 318143 167702 54"x54"x38" Unistrut HH Matid: 7663002 75KVA MP TRF 120/240 Matid: 6247150 2 - MINU1LL 6045.1010 CØ V02 318171 167713 42"x48"x38" Unistrut HH Matid: 7663001 37.5KVA MP TRF 120/240 Matid: 6247050 1 1 MINU1SR 6045.1010 CØ V03 318170 167680 42"x48"x38" Unistrut HH Matid: 7663001 50KVA MP TRF 120/240 Matid: 6247100 1 1 MINU1SR 6045.1010 CØ J01 318130 167696 4'8"x4'8"x3'6" w/3' Sq Door Matid: 7663900 Cover: 7656400 1PH J-Box w/4 Pos J-Bus Matid: 7625900 3 1 JBOX15S 6055.1010 CØ ELB10J 6041.1000 CAP (7630600) J02 318160 167701 4'8"x4'8"x3'6" w/3' Sq Door Matid: 7663900 Cover: 7656400 1PH J-Box w/4 Pos J-Bus Matid: 7625900 3 1 JBOX15S 6055.1010 CØ ELB10J 6041.1000 CAP (7630600) Existing V03 318125 167703 42"x48"x38" Unistrut HH Matid: Existing 37.5KVA MP TRF 120/240 Matid: Existing 1 - ELB10J 6041.1000 CØ Existing V04 318126 167678 42"x48"x38" Unistrut HH Matid: Existing 37.5KVA MP TRF 120/240 Matid: Existing 1 - ELB10J 6041.1000 CØ MFP25003493 STLT 1-2" DEVELOPER RESPONSIBLE FOR CONDUIT/WIRE FROM SOURCE TO METER LOCATION 13 8 1 2 3 4 10 12 14 911 6 7 5 'A' 'C' 'B' DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 E. ORTIZ .04.04.25 REDT # ( RW-138031 )RENTON CYPRUS LANE 1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS 5816 NE 4TH PL, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 088-60 107063195 105104420 N/A 4 OF 4 KING 088A CIKNC QCSOKE 11SW-T23N-R05E 204.086 207.088 2305E043 2306E028 2305E043 MAP-16 COMCAST JAMES COHN 253.569.0636 LUMEN . . RIGHT OF WAY TAMAYO PEYTON 425.462.3055 . . . ... ... ... NOT TO SCALE NEW CONDUIT DIAGRAM SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H3A PEDESTAL 3 - SEPS3 6050.1000 SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE CONDUIT VOLTAGE ASBUILT INFORMATION SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete FROM TO (1/O,4/O,350)Design (ft)Lot Corner to Meter (ft)(in)Design (ft)90°45°22°11°(Percent)(Percent)Actual Amount Installed Cable Conduit V01 LOT 1 4/O 80 50 3 80 1 3.7 3.6 V01 LOT 2 1/O 10 50 3 10 1 3.0 2.9 V01 LOT 3 1/O 10 50 3 10 1 3.0 2.9 V01 LOT 12 4/O 150 50 3 85 2 4.0 3.4 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" V01 LOT 13 4/O 80 50 3 15 2 3.7 3.6 V01 LOT 14 4/O 75 50 3 10 1 3.6 3.5 V02 LOT 4 350 145 50 3 110 1 1 1 3.7 3.9 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" V02 LOT 5 4/O 10 50 3 10 1 3.7 2.7 V02 LOT 6 4/O 10 50 3 10 1 3.7 2.7 V03 H3A 350 180 3 115 3 1 2 4.0 2.9 V03 LOT 9 1/O 10 50 3 10 1 3.5 2.9 V03 LOT 10 1/O 10 50 3 10 1 3.5 2.9 H3A LOT 7 4/O 50 3 4.5 3.5 H3A LOT 8 4/O 50 3 4.5 3.5 P05 LOT 11 4/O 70 50 3 45 1 2.8 3.0 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" 1/O UG Triplex (ft) =40 3" PVC & BENDS (ft)=520 17 2 3 0 2.0 4/O UG Triplex (ft) =475 350 UG Triplex (ft) =325 TOTAL QTS OF GLUE 2.0 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) CUST. OWNED SECONDARY 3" PRIMARY 2" CONDUIT LEGEND MFP25003493