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Home My WebLink AboutMFP25004002.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP25004002 IVR Number: 25004002 Permit Information Permit Name: Puget Sound Energy - Electric 105106502- Solerra Address/Location:08/07/2025Application Date:0323059017Parcel Number: 5400 NE SUNSET BLVD Permit Type:08/21/2025Issue Date:Franchise Permit Work Class:08/21/2026Expiration Date:Minor Utility Job Number: 105106502Franchise Type:Electric Description: Puget Sound Energy Electric CUSTOMER/CONTRACTOR WORK: TRENCHING AND INSTALLING PSE CONDUIT PARALLEL AND ACROSS NE SUNSET BLVD. PSE/POTELCO WORK: TRUCK SETUP ON POLE ON THE SOUTH SIDE OF NE SUNSET BLVD FOR OVERHEAD WORK ON POLE INCLUDING PULLING OF NEW UG CABLE. ALL OTHER PLAT WORK TO BE COMPLETED ON KING COUNTY PRIVATE PROPERTY. ALL 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 8/7/2025 105106502- Solerra 10823 145th Pl SE Randy Blackie 425.457.2614 Monday Friday 8:00am 3:00pm Scott Warlick CED 8/20/2025 MFP25004002 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. 10823 145th Pl SE Renton WA 98059 USA LYONS PL NENE 16TH ST 145TH PL SEJERICHO PL NE1 1 1 1 1111 1111P01 SE RENTON ISSAQUAH RD SE R E N T O N I S S A Q U A H R D 1 2 1 2 148TH AVE SEJ01 STOP STOP KING COUNTY RENTON W20- 1 ROADWORKAHEADW20- 4 ONE LANEROADAHEADX'≥X'≥X'≥W20-7 A W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AHOQUIAM AVE NEProject Address: Page PSE PUGET SOUND ENERGY Designer: Job # REV Jaber Tofan 206-406-8460 Jaber.tofan@pse.com 1 OF 210823 145th Pl SE, Renton, WA 98059 0 515384556 07/21/2025 N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Notes: 1. All signs and spacing to conform to the MUTCD and King County 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" (48" x 48" on 45 mph and over roadways) 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jaber Tofan Card No. ES2 000434 Card Exp. 02/18/2028 Jaber.Tofan@pse.com (425)424-7701 MFP25004002 10823 145th Pl SE Renton WA 98059 USA LYONS PL NENE 16TH ST 145TH PL SEJERICHO PL NE1 1 1 1 1 1 111111P01 SE RENTON ISSAQUAH RD SE R E N T O N I S S A Q U A H R D 1 2 1 2 148TH AVE SEHOQUIAM AVE NEJ01 KING COUNTY RENTON W20-1ROADWORKAHEADW21-5SHOULDERWORKX'≥X'≥W20-1ROADWORKAHEADX'≥Project Address: Page PSE PUGET SOUND ENERGY Designer: Job # REV Jaber Tofan 206-406-8460 Jaber.tofan@pse.com 2 OF 210823 145th Pl SE, Renton, WA 98059 0 515384556 07/21/2025 N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Notes: 1. All signs and spacing to conform to the MUTCD and King County 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" (48" x 48" on 45 mph and over roadways) 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 CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jaber Tofan Card No. ES2 000434 Card Exp. 02/18/2028 Jaber.Tofan@pse.com (425)424-7701 VICINITY MAP MFP25004002 N Vicinity Map 47.5064, -122.1467 Owner / Developer Contact Info officeATTN: TRI POINTE HOMES OF WASHINGTON 15900 SE EASTGATE WAY, SUITE 300 BELLEVUE, WA 98008 JOHN FERNSTROM 425.495.3277 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 515384556 105106502 N/A 105xx N/A N/A N/A N/A N/A N/A N/A N/A 515384557 107063645 N/A 106400259 N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Street Lights 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 105106502107063645Phone INTOLIGHT Contact Information: MATT MAYNARD 253.395.6863 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 . L. SANCHEZ .03.27.25 L. SANCHEZ .03.27.25 L. SANCHEZ .03.27.25 REDT # (RW-137195)RENTON SOLERRA 3Ø PRIMARY U/G LINE EXTENSION - 22 S/F LOTS 10823 145TH PLACE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A IP 088-60 107063645 105106502 N/A 1 OF 4 KING 088A CIKNC QCSOKE 03SE-T23N-R05E 204.086 205.087 2305E012 2305E040 2305E012 MAP-16 COMCAST JAMES COHN 253.569.0636 TELEPHONE COMM TBD COMM TEL TBD RIGHT OF WAY LINDA OLSON 425.786.4806 . . . 11. E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com x 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 ... ... ... x x JOHN.FERNSTROM@TRIPOINTEHOMES.COM VAULT DETAIL @ V01 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 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 VAULT DETAIL @ V02-V04 NOT TO SCALE EXCAVATION: _____ CUBIC YARDS 3'-6" SIDE VIEW 2" 6" CRUSHED ROCK TOP VIEW 7' 7' 6 1/3 VAULT DETAIL @ J01 NOT TO SCALE SITE CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN J-BOX CABLE ENTRY DETAIL NOT TO SCALE 12kV CABLE ROUTING Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW 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" MFP25004002 LYONS PLACEROAD ALOT 13 NE 16TH ST NE S U N S E T B L V D TRACT A TRACT BTRACT C LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 12LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 336TW 336T W ABCCMAP 16 FEE D FUSE @ 100T SW#T95190#2ACSR5311 5311 5311 FUT: 1-2" GAS ONLY R55'55'30'53' 60' 'AA' 'BB' 'DD' 'CC' 1" = 50'DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R.BLACKIE 425.457.2614 . L. SANCHEZ .03.27.25 L. SANCHEZ .03.27.25 L. SANCHEZ .03.27.25 REDT # (RW-137195)RENTON SOLERRA 3Ø PRIMARY U/G LINE EXTENSION - 22 S/F LOTS 10823 145TH PLACE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A IP 088-60 107063645 105106502 AS SHOWN 2 OF 4 KING 088A CIKNC QCSOKE 03SE-T23N-R05E 204.086 205.087 2305E012 2305E040 2305E012 MAP-16 COMCAST JAMES COHN 253.569.0636 TELEPHONE COMM TBD COMM TEL TBD RIGHT OF WAY LINDA OLSON 425.786.4806 . . . SITE PLAN CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE MAP-16 06.26.24 310 377 292 19 0 26 329 377 318 ... ... ... SCHED.SQ. FT. MAX LRC = CIRCUIT FEET ADDED: 1160' 17 4000 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) 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 TRANSFORMERS HAVE BEEN SIZED FOR EXTRA 7KW DEMAND PER LOT 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 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 V04 100kVA 0.5 2.43 57,300 AMPS 1.90 36,600 AMPS V02 & V03 75kVA 0.5 2.30 36,200 AMPS 1.80 23,100 AMPS V01 50kVA 0.5 2.34 26,700 AMPS 1.80 17,400 AMPS WATER, STORM & SEWER CONFLICTS IN DRY EASEMENET (TYPICAL) PLEASE PROVIDE MOUNUMENT LOCATION IF PSE CONNECTION WILL BE NEEDED EX OVERHEAD CIRCUIT MAP 2305E040 6" = 1 MILE EX UNDERGROUND CIRCUIT MAP 2305E012 NOT TO SCALE SITE SITE DEDICATED FACILITIES (105106502) for Dedicated Stub Locations SITE SPAN ADDITIONAL REMARKS LABOR UNITS #FROM TO FOOTAGE -V04 2 50 DED. CONDUIT & WIRE 2-36, 2-54A -V01 11 40 DED. CONDUIT & WIRE 2-36, 2-54A -V04 20 45 DED. CONDUIT & WIRE 2-36, 2-54A TOTAL FT=135 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 Lot 1 TR. C 4 1 N N GAS ONLY 40 ( )' SCL GAS MAIN X02 -----------NOT USED X03 TR. C LOT 2 2 1 S S 3 DB120 2 60 ( )' SCL GAS SVC, SECONDARY X04 LOT 21 LOT 4 2 1 N N 3 DB120 2 60 ( )' SCL GAS SVC, SECONDARY X05 LOT 19 LOT 5 2 1 N N 3 DB120 1 60 ( )' SCL GAS SVC, SECONDARY X06 LOT 17 LOT 8 2 1 N N 3 DB120 2 60 ( )' SCL GAS SVC, SECONDARY X07 LOT 15 LOT 10 2 1 N N 2 DB120 2 60 ( )' SCL GAS SVC, SECONDARY X08 'AA'LOT 13 4 1 N N 3 DB120 1 35 ( )' SCL GAS SVC, SECONDARY X09 'BB''CC'ELEC ONLY 4 DB120 1 50 ( )' SCL PRIMARY X10 'CC''DD'ELEC ONLY 4 DB120 1 70 ( )' SCL PRIMARY 2" PVC PLUG /CAPS = 10 2" YELLOW SCH 40 PVC = 300 FT 2" DB120 GREY PVC = 120 FT 2" PVC PLUG /CAPS = 4 4" PVC PLUG /CAPS = 4 4" YELLOW SCH 40 PVC = 70 FT 3" DB120 GREY PVC = 455 FT 3" PVC PLUG /CAPS = 16 4" DB120 GREY PVC = 120 FT 4" PVC PLUG /CAPS = 4 LABOR UNITS - - - - - - - - SITE SPECIFIC NOTES AT P01 (318663-167566) 45' CL 3, 1971 -INSTALL 2Ø TERM ON NEW BI-UNIT F.G. ARM W/ L.I. C/O & SURGE ARRESTOR (TSU2L1F) 6043.1000 -(2) STIRRUPS (2254100) -ALUM "H" CONNECTOR (2167700) -(2) FUSE @ 100T (3412700); TAP AØ & CØ -INSTALL SWITCH# T95190 -INSTALL 4" PRIMARY RISER ON EX STANDOFF BRACKETS (RIS4CSS) 6042.1000 MFP25004002 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 336TW 336T W ABCCMAP 16 FEE D FUSE @ 100T SW#T95190#2ACSRFUSE @ 100TABCNEW 1/O AL EKF150-AØ EKF151-CØ NEW 1/O AL EKF154-AØ NEW 1/O AL EKF152-AØ NEW 1/O AL EKF153-CØ NEW 1/O AL EKF155-CØ LOT 13 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 FUT: 1-2" DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R.BLACKIE 425.457.2614 . L. SANCHEZ .03.27.25 L. SANCHEZ .03.27.25 L. SANCHEZ .03.27.25 REDT # (RW-137195)RENTON SOLERRA 3Ø PRIMARY U/G LINE EXTENSION - 22 S/F LOTS 10823 145TH PLACE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A IP 088-60 107063645 105106502 N/A 3 OF 4 KING 088A CIKNC QCSOKE 03SE-T23N-R05E 204.086 205.087 2305E012 2305E040 2305E012 MAP-16 COMCAST JAMES COHN 253.569.0636 TELEPHONE COMM TBD COMM TEL TBD RIGHT OF WAY LINDA OLSON 425.786.4806 . . . ... ... ... 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) SECONDARY 3" PRIMARY 2" PRIMARY 4" CONDUIT LEGEND NOT TO SCALE NEW CONDUIT DIAGRAM NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE 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 318687 167562 42"x48"x38" Unistrut HH Matid: 7663001 50KVA MP TRF 120/240 Matid: 6247100 1 1 MINU1SR 6045.1010 AØ V02 318705 167573 54"x54"x38" Unistrut HH Matid: 7663002 75KVA MP TRF 120/240 Matid: 6247150 2 - MINU1SL 6045.1010 CØ V03 318715 167574 54"x54"x38" Unistrut HH Matid: 7663002 75KVA MP TRF 120/240 Matid: 6247150 1 1 MINU1SR 6045.1010 AØ V04 318735 167574 54"x54"x38" Unistrut HH Matid: 7663002 100KVA MP TRF 120/240 Matid: 6247200 1 1 MINU1LR 6045.1010 CØ J01 3186XX 1675XX 4'8"x7'x5' w/2-3' Sq Doors Matid: 7663900 Cover: 7656400 J-Box Below Grade w/4-Pos J-Bus x2 Matid: 7625900 5 3 JBOX15S 6055.1010 2Ø ELB10J 6041.1000 CAP (7630600) (1) JBX15 6055.1010 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 MANUFACTU RER COMPOUND YEAR NOTES CONDUIT CABLE EST.ACTUAL P01 J01 4 1 175 1 1 --184 226 1/0 AL JKT 175 EKF150 -EKF151 -1.2 J01 V01 2 1 200 1 ---140 130 1/0 AL JKT 245 EKF152 ---1.7 J01 V02 2 1 310 ----98 96 1/0 AL JKT 325 --EKF153 -2.2 J01 V03 2 1 410 ----194 163 1/0 AL JKT 420 EKF154 ---2.9 V02 V04 2 1 305 ----110 134 1/0 AL JKT 315 --EKF155 -2.2 V04 E01 2 1 155 --2 -CONDUIT ONLY ----FUT - 2" PVC (FT) & BENDS =1380 1 0 0 0 1/0 AL JKT TOTAL (FT) =1480 TTL (Gal.)10.3 4" PVC (FT) & BENDS =175 1 1 2 0 2Ø 1/0 AL JKT TOTAL (FT) =0 MFP25004002 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 . L. SANCHEZ .03.27.25 L. SANCHEZ .03.27.25 L. SANCHEZ .03.27.25 REDT # (RW-137195)RENTON SOLERRA 3Ø PRIMARY U/G LINE EXTENSION - 22 S/F LOTS 10823 145TH PLACE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A IP 088-60 107063645 105106502 AS SHOWN 4 OF 4 KING 088A CIKNC QCSOKE 03SE-T23N-R05E 204.086 205.087 2305E012 2305E040 2305E012 MAP-16 COMCAST JAMES COHN 253.569.0636 TELEPHONE COMM TBD COMM TEL TBD RIGHT OF WAY LINDA OLSON 425.786.4806 . . . ... ... ... 1. 2. 3. 4. 5. ALL STREET LIGHTING POLES ARE TO BE INSTALLED PER STANDARD 6375.4800 (page #2) IN THE "LINE WORK PRACTICES MANUAL". ALL POLES (WOOD, CONCRETE OR FIBERGLASS) ARE TO BE SET PLUMB AND EMBEDDED TO THE GROUND LINE MARKED ON THE POLE. BACKFILL AROUND POLE WITH 5/8" MINUS GRAVEL AND COMPACT IN 6" LIFTS. (PEA GRAVEL AND NATIVE SOILS ARE NOT ACCEPTABLE.) APPROXIMATELY 1 CU. YD. OF 5/8" MINUS CRUSHED ROCK WILL BE REQUIRED. THE DEVELOPER IS REQUIRED TO SUPPLY AND INSTALL PLASTIC (NON PAPER) STREET LIGHT TUBES (MINIMUM 18" DIAMETER) TO AID IN THE INSTALLATION OF THE STREET LIGHTING POLES. THE DEVELOPER MUST ALSO SUPPLY THE REQUIRED 5/8" MINUS GRAVEL AT EACH STREET LIGHT LOCATION. IN ALL SHOEBOX AND COBRAHEAD INSTALLATIONS, THE LUMINAIRE MUST BE LEVELED. DEVELOPER MUST SUPPLY DURABLE LID/COVER AT EACH STREET LIGHT TUBE. 6. NOT TO SCALE STREET LIGHT TUBE DETAIL Plan View Detail of Street Light Tube Wire Entrance Slot Street Light Tube Field Side Road Side Wire Entrance Slot 45° 45° Position 3" x 6" wire entrance slot 45 degrees left or right from a line perpendicular to road- way through center of tube. Field Side 3" x 6" Wire Entrance Slot 45° 45° Street light tube set 2" below grade. Road Side 18" - 24" Minimum Depending on Pole Type 5'-0" 20" 26" STREET LIGHT CIRCUITRY TABLE - 105X SITE #FROM CABLE INFO AS-BUILT REMARKSTYPELFTYPELENGTH FL1 -#6 CIC -- BY INTOLIGHT FL2 -#6 CIC -- BY INTOLIGHT FL3 -#6 CIC -- BY INTOLIGHT FL4 -#6 CIC -- BY INTOLIGHT SL1 -#6 CIC - SL2 -#6 CIC - SL3 -#6 CIC - SL4 -#6 CIC - SL5 -#6 CIC - SL6 -#6 CIC - TOTAL FT =###TOTAL FT = STREET LIGHT TABLE (BY INTOLIGHT) SITE # STATION OFFSET POLE LUMINAIRE TUBE WO # (INTOLIGHT) BILLING SCH.GRID #INTOLIGHT TAG #TYPE ARM MTG HT.WATTS STYLE TUBE LENGTH TUBE DIAMETER SL1 -XXXXX XXXXX ---------- SL2 -XXXXX XXXXX ---------- SL3 -XXXXX XXXXX ---------- SL4 -XXXXX XXXXX ---------- SL5 -XXXXX XXXXX ---------- SL6 -XXXXX XXXXX ---------- SL7 -XXXXX XXXXX ---------- SL8 -XXXXX XXXXX ---------- SL9 -XXXXX XXXXX ---------- SL10 -XXXXX XXXXX ---------- 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) 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 11 4/O 50 125 3 50 1 ---3.3 3.6 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" V01 LOT 12 4/O 10 90 3 10 ----3.5 3.6 - V01 LOT 13 4/O 40 80 3 40 1 ---3.5 3.8 - V02 LOT 9 4/O 105 70 3 45 2 ---3.7 3.7 - V02 LOT 10 4/O 105 70 3 45 3 ---3.7 3.7 - V02 LOT 14 4/O 55 70 3 55 2 ---3.3 3.1 - V02 LOT 15 4/O 10 70 3 10 2 ---3.0 2.6 - V02 LOT 16 4/O 10 70 3 10 2 ---3.0 2.6 - V03 H3A 350 165 0 3 105 3 ---3.3 2.3 - V03 LOT 7 4/O 115 70 3 55 2 ---3.6 3.1 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" V03 LOT 8 4/O 110 70 3 50 3 ---4.0 3.8 - V03 LOT 17 4/O 10 70 3 10 ----3.3 2.6 - V03 LOT 18 4/O 10 70 3 10 ----3.3 2.6 - H3A LOT 6 4/O -70 3 0 0 ---4.3 3.8 - H3A LOT 5 4/O -70 3 0 0 ---4.3 3.8 - V04 LOT 1 4/O 130 70 3 130 2 ---4.1 3.7 - V04 LOT 2 4/O 130 70 3 130 3 ---4.1 3.7 - V04 LOT 3 4/O 95 70 3 35 2 ---3.8 3.3 - V04 LOT 4 4/O 100 70 3 40 3 ---3.9 3.4 - V04 LOT 19 4/O 110 70 3 110 1 ---4.0 3.5 V04 LOT 20 4/O 105 70 3 105 1 ---3.9 3.4 V04 LOT 21 4/O 10 70 3 10 ----3.2 2.3 V04 LOT 22 4/O 10 70 3 10 ----3.2 2.3 4/O UG Triplex (ft) =1320 3" PVC & BENDS (ft)=1065 33 0 2 0 3.4 350 UG Triplex (ft) =165 TOTAL QTS OF GLUE 3.4 MFP25004002