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Home My WebLink AboutMFP24001625.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP24001625 IVR Number: 24001625 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:03/28/2024Application Date:0087000265Parcel Number: 17018 106TH AVE SE Permit Type:04/11/2024Issue Date:Franchise Permit Work Class:04/11/2025Expiration Date:Major Utility Job Number: 101165913Franchise Type:Electric Description: Puget Sound Energy Electric POLES P01, P02, P03 ARE TO BE REMOVED AND POLES P1A AND P3A TO BE INSTALLED ON EAST SIDE OF 106TH AVE SE. ~55' WORTH OF TRENCHING IN ROW AT THE INTERSECTION OF 106TH AVE SE & SE 170TH PL TO CROSS FROM SOUTH SIDE OF SE 170TH PL TO NORTH: CROSSING X01. ~60' WORTH OF TRENCHING ON EAST SIDE OF 106TH AVE SE LEADING UP TO SE 170TH PL TO AVOID TREES TO BE SAVED. NO EXCAVATION EXPECTED: NEED TRUCK AND EQUIPMENT STAGED AT POLE P04 NEAR INTERSECTION OF 106TH AVE SE & SE 166TH ST FOR FUSE UPGRADE. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031ApplicantX 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 Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031Specialized 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. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 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. 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. The following items are all required for submittal of the TCP Application: ☐Electronic Copy of the TCP Application ☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall: Include map(s) showing the location of the project and work area. Be legible lettering and clear, contrasting, symbols of viewing or printing. Must indicate street names, and north arrow and scale. Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 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: Approval By: _________________________________________________ Date:____________________ Transportation Engineering PLEASE SEE ATTACHED POTELCO, INC 6905 S 228TH ST KENT, WA 98032 101165913 17018 106TH AVE SE RANDY BLACKIE 425-457-2614 MFP24001625 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 4/11/2024 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: Must have approved Traffic Control Plan (TCP) prior to commencing the work. Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. Comply with all traffic regulations of the City of Renton and the State of Washington. Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. Contractor or entity must 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 business days (excluding weekends and holidays) prior to starting any work. Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. Any lane or street closures not in conformance with the approved traffic control plan 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 of Renton 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 traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder’s agents and employees. The City of Renton 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 Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. All permit conditions shall be met. NOTES: Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT. Approved Temporary Traffic Control Plan must be at the work site during work hours. Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. 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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021 In the case of Temporary No Parking Zones, all the following apply in addition to previous: Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) CORRIE RYDBERG RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE SE 172ND ST P03JV01 P01 H1A SP1 P1A P3A FROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARKFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKSTOP FLAGGER STOP FLAGGERW20-7AW20-4ONE LANEROADAHEADX'X'X'ROADWORKAHEADW20-1W20-7AW20-4ONE LANE ROAD AHEADX'X'X'ROAD WORK AHEAD W20-11111 1111 PRIVATE ST (SE 170TH PL)106TH AVE SEP02 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 PUGET SOUNDENERGY Designer: Job # REV jose.rodriguez@pse.com 425-424-6658 JOSE RODRIGUEZ 1 OF 2 17018 106TH AVE SE, RENTON, WA 98055 0 514410349 03/13/2024 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. 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 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 TRENCH TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. 012613 Card Exp. 10/31/24 John.Crofoot@pse.com (425)424-6658 0'70'35' MFP24001625 P04 FROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARKFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKSTOP FLAGGER STOP FLAGGERW20-7AW20-4ONE LANEROADAHEADX'X'X'ROADWORKAHEADW20-1W20-7AW20-4ONE LANE ROAD AHEADX'X'X'ROAD WORK AHEAD W20-11111 1111 SE 166TH ST 106TH AVE SEProject Address: Page PSE PUGET SOUNDENERGY Designer: Job # REV jose.rodriguez@pse.com 425-424-6658 JOSE RODRIGUEZ 2 OF 2 17018 106TH AVE SE, RENTON, WA 98055 0 514410349 03/13/2024 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. 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 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: John Crofoot Card No. 012613 Card Exp. 10/31/24 John.Crofoot@pse.com (425)424-6658 0'60'30' 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 MFP24001625 Owner / Developer Contact Info officeATTN: SAPPHIRE HOMES, INC 16805 SE 43RD CT BELLEVUE, WA 98006 ANDREW RUTTAN 206.390.8245 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.101165913N/ADESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . C. TRAN .02.21.24 N/A .N/A S. LEWISON .10.11.23 REDT # ( RW-133347 )RENTON SKATTUM SCH 73 OH TO UG CONVERSION 17018 106TH AVE SE, RENTON, WA 98055 PUGET SOUND ENERGY N/A N/A N/A 101165913 AS SHOWN 1 OF 4 KING N/A N/A QCSOKE 29SW-T23N-R05E N/A N/A 2305E115 2305E136 2305E115 ROL-15 COMCAST TODD ZIMNY 360.507.0598 LUMEN AMY ALLISTON 206.794.8534 RIGHT OF WAY FABIANA DODSON 425-462-3281 . . . 4.26.24 C.TRAN VAULT RELOCATION ... ... ANDREWRUTTAN@GMAIL.COM FOREMAN (CHECK BOX WHEN COMPLETED) PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. Grid, Cable, and Switch numbers INSTALLED & VERIFIED. Field Changes RED-LINED on As-built. Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE. Foreman's Signature _______________________________________________ Print Name ___________________________________ Date ______________ Material VERIFIED and CHANGES noted on Paperwork. Total PRIMARY Cable noted on As-built. Company ID#'s RECORDED in correct location on As-built. Deviations noted on the As-built and their reason. I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. SKATTUM SCHEDULE 73 OH TO UG CONVERSION GENERAL 1. Pre-construction Notify appropriate City or County 48 to 72 hours or as required by permitting agency before starting work on any right-of-way involving a permit. Follow all requirements as outlined by the permitting agency. Locate and mark all underground utilities prior to start of construction. If there is a conflict with the intended trench route as shown on the site plan and existing utilites or obstructions, trench route may need to be moved to opposite side of street. 2. Existing Utilities Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point of crossing. Protect underground utilities during excavation. Use hand excavation methods if necessary to avoid damage. Fabricate and install adequate temporary structures to support and protect underground utilities while exposed during construction. Maintain 6" minimum clearance at crossings between existing utilities and new duct installations. Transition trench or tunnel profile gradually as required at crossings. Maintain 24" minimum separation between new trench or tunnel and parallel existing utilities or as required by the permit agency. In the event of damage to an underground utility, notify Puget Sound Energy at once. Contractor agrees to make work force and resources available at once to Puget Sound Energy or municipal authorities to repair damage at no cost. 3. Work Drawings Maintain on site, in good condition, a complete file of all work drawings. These drawings shall be available at all times to a Puget Sound Energy representative. Corrections and changes made during the job shall be recorded continuously on these drawings. All underground electrical facilities shall have a minimum of 36 inches of cover. Any change must be approved by the PSE engineer or project manager. Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the end of the job. 4. Safety Provide signs, barricades, and traffic control in conformance with local jurisdictions and regulations. Provide flagging and or other vehicle traffic control as needed in conformance with local regulations. (see SPM # 100.4000) Provide adequate signage and protection to traffic during non-working hours. Maintain traffic flow as required by permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and bicycles. Install warning barricades at least every 50 feet along the trench route from the time the trench is opened until the trenching is complete. 5. Existing Systems Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable existing system only to make cutovers and connections as directed by Puget Sound Energy's representative. EARTHWORK See Puget Sound Energy SPM 6800.4050 1. Back hoe, Hand Dug Excavations Paved Surfaces Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow off the edge of paved surface far enough to minimize asphalt disturbance. Repair any blow out areas (where edge has been broken) by sawing. The depth of the trench shall be enough to allow 36" of cover. Backfill material shall be Controlled Density Fill (CDF) cover or select fill (5/8" minus) to meet permit requirements. Unpaved Surfaces Conduit/cable trenches are to be excavated just off the existing road edge or in the shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with the narrowest width bucket practical or plow. Trench shall be deep enough to allow a minimum of 36" of cover over the top most cable. All ditch crossings shall have a minimum of 36" cover from the lowest point within the existing ditch line. Culverts; when installing facilities under a culvert, excavation must be filled with packed crush rock. If any culvert is damaged it will be repaired or replaced in accordance with permitting agency and contractors responsibility. Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes become the property of the contractor immediately upon removal. Remove spoils and wastes promptly to an approved disposal site. Remove spoils containing asphalt or concrete to a disposal site specifically approved for such materials. Provide Puget Sound Energy with a disposal receipt for all spoils. 2. Backfill Unpaved Road Surfaces Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted to 95% density. Backfill for unpaved road sections shall consist of native material compacted to 95% density. At the end of each workday, backfill or plate all trench, remove all spoils and clean roadway surface of large hazardous debris. 3. Surface Restoration Unpaved Surfaces Restore ground surface to original contour. Restore to original condition or better. 4. Landscaping Arrange and perform work to minimize impact to existing landscaping. Restore landscaping that has been disturbed during the course of work, including seeding of banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to avoid sloughing. Leave area in its original state or better at the end of construction. Hand dig if required to prevent damage to tree roots. GENERAL OVERHEAD NOTES: 1. Poles, conductors, devices to be installed per PSE Standards & Specifications. 2. Poles are to be installed or relocated as staked. 3. All new poles set shall be the class indicated on the sketch or better. 4. Install ground plate assembly on all new poles. 5. Install grid numbers on all new and existing poles as shown on sketch. 6. Treat all field-drilled poles with copper Naphthenate wood preservative. 7. Customer/Developer to coordinate between utilities. 8. All new and relocated poles -locations- to be approved by City of Renton ELECTRICAL 1. Conduit Conduit installation in unpaved areas shall maintain a minimum of 36" cover. Conduit type shall be DB120 or Sch80 as required by the permitting agency. Maintain 36" minimum cover above top of conduit at all times within public ROW, or as approved by permitting agency. Bends shall be made with as long a radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the 4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10' minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and cap conduit to prevent the entry of dirt and moisture. Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs, cut the conduit ahead of kink and splice to new conduit to continue run. 2. Underground Primary Cable Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run with each 3 phase circuit of 750 MCM. Install cable into existing or new conduit systems using approved installation equipment. Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be equipped with instrumentation to continually monitor and record peak tension encountered during a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy. Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations. Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy approved lubricant to cable continually during pulling to reduce pulling tension and to permit future removal. Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment and prevent unnecessary damage to sidewalks. Train and coil cables in vaults as required to form a smooth transition from conduit to termination. If terminations are to be performed by others, coil 15' of cable in vault and cap end. 3. Terminations and Splices Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115- 5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317. Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076. 4. Concrete Vaults Excavate, install base material, and compact base material in accordance with Puget Sound Energy SPM 6775.0040. Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road elevation. Install hillholders as required on sketch or by construction notes. 5. Grounding Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2 copper jumper or to Concrentric neutral at each splice vault location. Minimum grounding requirement is 4 grounds per mile. 6. Existing Underground Primary Cable (if applicable) Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall. Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as required by permitting agency. 7. Traffic Control All traffic control to comply with current specifications in M.U.T.C.D. EX OVERHEAD CIRCUIT MAP 2305E136 SCALE: 6" = 1 MILE DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE, SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS, COMPACTION, ALL HARDSURFACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED), NOTE: WORKZONE LEGEND EXISTING PROPERTY LINE EXISTING UG RISER NEW UG RISER J-BOX NEW TRENCH LINE EXIST. 3Ø WIRE EXISTING CENTER LINE EXISTING CONDUCTOR TO BE REMOVED DISCONNECT - FUSED EXIST. 1Ø WIRE EXISTING RIGHT OF WAY PROPOSED PULL VAULT EXISTING POLE DOWN GUY EXISTING SECONDARY SERVICE LINE DISCONNECT - UNFUSED EXISTING STREETLIGHT NEW POLE PROPOSED PADMOUNT TRANSFORMER EXISTING PADMOUNT TRANSFORMER HANDHOLE PHONE CABLE TV 514410349 101165913 N/A 108154990 N/A 593257481 N/A 583076424 N/A 594159559 PROJECT PHASE PWR NOTIF#ORDER# Superior Removal OH Modification OH Transformer UG Modification E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" x x x N Vicinity Map 47.4501, -122.1995 SITE R1 R1 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 . C. TRAN .02.21.24 N/A .N/A S. LEWISON .10.11.23 REDT # ( RW-133347 )RENTON SKATTUM SCH 73 OH TO UG CONVERSION 17018 106TH AVE SE, RENTON, WA 98055 PUGET SOUND ENERGY N/A N/A N/A 101165913 N/A 2 OF 4 KING N/A N/A QCSOKE 29SW-T23N-R05E N/A N/A 2305E115 2305E136 2305E115 ROL-15 COMCAST TODD ZIMNY 360.507.0598 LUMEN AMY ALLISTON 206.794.8534 RIGHT OF WAY FABIANA DODSON 425-462-3281 . . . 4.26.24 C.TRAN VAULT RELOCATION ... ... 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) 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 TYPICAL 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) JOINT TRENCH DETAIL NOT TO SCALE ROAD SIDE NATIVE SECONDARY POWER PEDESTAL MATERIAL P/L Power Secondary Power Primary Conduit Tel. & TV 12" Sand Cover when gas line is in trench Sand 6" or 12" 36" Cover 42" 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" Phone & TV Primary Power Cable in PSE Provided DB120 Grade Conduit Excavated Dirt Pile Final Grade 24" Min 48" Max 18" Backfill for DB 120 Conduit/Direct Buried Cable 12" Min Separation 6" or 12" of sand, 5/8" minus 3" of sand, 5/8" minus, or clean backfill bedding JOINT TRENCH DETAIL 36" Min Cover ROADSIDE Typical To Excavated Dirt Pile (No Rocks over 10" Diameter) or clean backfill shading Primary-DB120 CONDUIT (NTS) - A 6" layer of sand, 5/8" minus, or clean shading is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches (No PSE gas) - A 12" layer of sand, 5/8" minus, or clean shading is required when excavated native material contains rocks up to 10" in diameter. Excavation - 11-1/4 cubic yards SIDE VIEW Rock Crushed 6" 4'-4" 2" 4'-0" 6'-0" 6"6'-7" 3'-6" 4'-0" 7' 10' TOP VIEW VAULT DETAIL @ V01 NOT TO SCALE 6" to 12" Under Normal Conditions 40" Min for Single Helix 65" Min for Triple Helix Not To Scale ANCHOR DETAIL - SINGLE HELIX @ H1A 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 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 UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites 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) 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 R1 20+0022+0021+0023+0011+00 10+00 12+00 24+0013+00 LOT 1 LOT 2 LOT 3 LOT 4 LOT 6LOT 5 LOT 11 TRACT A LOT 10 LOT 9 LOT 7LOT 8PUBLIC106TH AVE SESE 170TH PL#2ACSR#2ACSRBB#2ACSR#2ACSRBB17029 17023 17024 17006 17013 17019 TO BE REMOVED TO BE RELOCATED TO BE RELOCATED FUT: 1-2" FUSE @ 25T SW#T90632 FUSE @ 40T SW#T90631 NEW: VD: 2.8 FL: 3.1 TRANSFER TRANSFER EXISTING: VD: 2.5 FL: 6.0 NEW: VD: 2.5 FL: 2.6 60'47'TRANSFER FEEDROL 15 NEW NEW FUT: 1-3" F U T U R E P L A T S K A T T U M 1 0 5 1 0 3 6 9 5 1 0 7 0 6 3 0 4 0 EXISTING: VD: 2.3 FL: 5.3 NEW: VD: 2.8 FL: 3.1 EXISTING: VD: 2.3 FL: 5.3 FEEDROL 15 106TH AVE SE#2ACSRCB#2ACSR C#2ACSRB#2ACSRB16550 16602 16606 RE-FUSE @ 65T 60'60'SE 166TH ST 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 . C. TRAN .02.21.24 N/A .N/A S. LEWISON .10.11.23 REDT # ( RW-133347 )RENTON SKATTUM SCH 73 OH TO UG CONVERSION 17018 106TH AVE SE, RENTON, WA 98055 PUGET SOUND ENERGY N/A N/A N/A 101165913 1" = 50'3 OF 4 KING N/A N/A QCSOKE 29SW-T23N-R05E N/A N/A 2305E115 2305E136 2305E115 ROL-15 COMCAST TODD ZIMNY 360.507.0598 LUMEN AMY ALLISTON 206.794.8534 RIGHT OF WAY FABIANA DODSON 425-462-3281 . . . SITE PLAN 4.26.24 C.TRAN VAULT RELOCATION ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) CIRCUIT FEET REMOVED: 280' CIRCUIT FEET ADDED: 290' WIRE & CABLE REMOVAL TABLE Location Pri Sec Wire Size & Type Quantity Length (ft per conductor) RemarksFromTo P01 P02 X #2ACSR PRI & NEUT 2 140 P02 P03 X #2ACSR PRI & NEUT 2 135 P02 P03 X #2 OH TPX 1 135 Total Feet (#2ACSR) Removed 550 Total Feet (#2 OH TPX) Removed 135 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P01 316726-166235 15kVA 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 SITE SPECIFIC NOTES AT P01 (316726-166235) 40' CLASS 1, 1971 -TO BE RELOCATED OUTSIDE OF PROPOSED PAVEMENT -TRANSFER EX 1Ø #2ACSR OH PRI & NEUT WIRES (N) TO P1A -SHORTEN AS NECESSARY -REMOVE EX 15kVA 120/240V TRANSFORMER -TRANSFER (2) OH TPX SVC'S (N) TO P1A -EXTEND/SHORTEN AS NECESSARY -REMOVE POLE & ALL PSE FACILITIES AT P1A -INSTALL NEW 45' CLASS 3 POLE (PD453) 6010.1000 SET POLE APPROX 16' NORTH OF P01 -INSTALL 1Ø DE #2ACSR (DE2115) NORTH 6031.1040 -INSTALL 1Ø TERM ON NEW FIBERGLASS ARM W/ LINK BREAK C/O & SURGE ARRESTOR (TSU1C1) 6043.1000 -STIRRUP (2254000) -ALUM "H" CONNECTOR (2167000) -FUSE @ 40T (3412500); TAP BØ -INSTALL SWITCH# T90631 -INSTALL 2" PRI RISER ON NEW 15" S/O BRACKETS (7627300) (RIS2CSS) 6042.1000 -INSTALL PARTIAL 4" RISER: (7645401) (7642400) (7633400 x2) (7643200 x2) 6042.1000 -INSTALL 3" SEC RISERS ON EX. 15" S/O BRACKETS (RIS3CSS) 6042.1000 -INSTALL 3/8" PRI DG (GYD3SA) 6013.0100 TO NEW ANCHOR (S) -INSTALL 3/8" NEUT DG (GYD3SAN) 6013.0100 TO NEW ANCHOR (S) -INSTALL 10" SINGLE HELIX ANCHOR (ANDH1) 6012.1000 (L=9' S) -INSTALL NEW GRID # 316735-166231 AT P02 (316711-166235) 40' CLASS 1, 1971 -POLE TO BE REMOVED -REMOVE EX. ST. LIGHT (SLAT7167) -REMOVE POLE & ALL PSE FACILITIES AT P03 (316697-166235) 40' CLASS 2, 1972 -TO BE RELOCATED OUTSIDE OF PROPOSED PAVEMENT -TRANSFER EX 1Ø #2ACSR OH PRI & NEUT WIRES (S) TO P3A -SHORTEN AS NECESSARY -TRANSFER EX. 15kVA 120/240V OH XFMER TO P3A -TRANSFER EX. #2 OH TPX SVC'S TO P3A -EXTEND/SHORTEN AS NECESSARY -TRANSFER ST LT (SLAT7166) -REMOVE POLE & ALL PSE FACILITIES AT P3A -INSTALL NEW 45' CLASS 3 POLE (PD453) 6010.1000 SET POLE APPROX 16' SOUTH OF P03 -INSTALL 1Ø DE #2ACSR (DE2115) SOUTH 6031.1040 -INSTALL 1Ø UG TO OH TERM ON NEW BI-UNIT FIBERGLASS ARM (8721000) W/ LINK BREAK C/O & SURGE ARRESTOR (UTSU1C1) 6043.1001 -ALUM "H" CONNECTOR (2167000) -FUSE @ 25T (3412400); TAP BØ -INSTALL SWITCH# T90632 -TRANSFER EX. OH 15kVA XFMER FROM P03 -TRANSFER EX. SERVICE FROM P03 -INSTALL 2" PRI RISER ON NEW 15" S/O BRACKETS (7627300) (RIS2CSS) 6042.1000 -INSTALL PARTIAL 4" RISER: (7645401) (7642400) (7633400 x2) (7643200 x2) 6042.1000 -INSTALL 3/8" PRI DG (GYD3SA) 6013.0100 TO NEW ANCHOR (N) -INSTALL 3/8" NEUT DG (GYD3SAN) 6013.0100 TO NEW ANCHOR (N) -INSTALL 10" SINGLE HELIX ANCHOR (ANDH1) 6012.1000 (L=10' N) -INSTALL NEW GRID # 316705-166230 AT P04 (316845-166237) 45' CLASS 3, 2012 -EX POLE TO REMAIN -REMOVE LINK BREAK C/O & EX. 25T FUSE. -INSTALL 1Ø LOAD INTERRUPTER SWITCH C/O (DLS115F) 6022.1000 -STIRRUP (2254000) -FUSE @65T (3412600) AT SP1 -RETAIN EX. TPX SVC CABLES IN RISERS AND RE-ROUTE TO H1A. CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN BREAKLINE A-A ~ 686' (SEE RIGHT) BREAKLINE A-A ~ 686' (SEE LEFT) RETIREMENT POLE TABLE SITE # POLE DATA POLE TRANSFERS REMARKS GRID #HEIGHT CLASS YEAR XFMR CO. ID#TOPPED RMVD TEL TV FIBER ST. LIGHT (ADDITIONAL INFORMATION) P01 316726-166235 40'1 1971 COMCAST/LUMEN P02 316711-166235 40'2 1971 COMCAST/LUMEN P03 316697-166235 40'2 1972 COMCAST/LUMEN POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P1A 316735-166231 45 3 2024 PSE Equip # P3A 316705-166230 45 3 2024 PSE Equip # CROSSING CONDUIT TABLE X-ING # LOCATION POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY X01 LOT 1 LOT 11 2 SCH 80 2 55 ( )'ECL PRIMARY 3 SCH 80 1 55 ( )'ECL SECONDARY 4 SCH 80 1 55 ( )'ECL FUT PRIMARY 2" SCH 80 GREY PVC = 110 FT 2" PVC PLUG /CAPS = 4 3" SCH 80 GREY PVC = 55 FT 3" PVC PLUG /CAPS = 2 4" SCH 80 GREY PVC = 55 FT 4" PVC PLUG /CAPS = 2 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 316697-166235 15kVA Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P3A 316705-166230 15kVA 6211200 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 50kVA 0.5 2.34 26,700 AMPS 1.80 17,400 AMPS V01 IS DESIGNED TO FEED FUTURE PLAT SKATTUM 105103695 DOWN GUYS MUST BE INSTALLED AS TO NOT IMPEDE THE PEDESTRIAN TRANSITION RAMP TREES HERE ARE SAVE TREES, VAULTS AND TRENCH ORIENTATION SHOULD MINIMIZE DAMAGE TO TREES ON FRONTAGE. R1 #2ACSR#2ACSRBB#2ACSR#2ACSRBBFUSE @ 25T SW#T90632 FUSE @ 40T SW#T90631FEEDROL 15 NEW 1/O AL EJR622-BØ NEW 1/O AL EJR624-BØ NEW 1/O AL EJR623-BØ FUT: 1-2" FUT: 1-3" 45° 45° 45° 45° 22° 22° 45° 45° 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 . C. TRAN .02.21.24 N/A .N/A S. LEWISON .10.11.23 REDT # ( RW-133347 )RENTON SKATTUM SCH 73 OH TO UG CONVERSION 17018 106TH AVE SE, RENTON, WA 98055 PUGET SOUND ENERGY N/A N/A N/A 101165913 N/A 4 OF 4 KING N/A N/A QCSOKE 29SW-T23N-R05E N/A N/A 2305E115 2305E136 2305E115 ROL-15 COMCAST TODD ZIMNY 360.507.0598 LUMEN AMY ALLISTON 206.794.8534 RIGHT OF WAY FABIANA DODSON 425-462-3281 . . . 4.26.24 C.TRAN VAULT RELOCATION ... ... NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) EX UNIVERSAL MAP 2305E115 NOT TO SCALE EX UNDERGROUND CIRCUIT MAP 2305E115 NOT TO SCALE WORKZONE NOT TO SCALE NEW CONDUIT DIAGRAM CONDUIT LEGEND PRIMARY 2" SECONDARY 3" WORKZONE SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H1A PEDESTAL 3 - SEPS4 6050.1000 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 316723 166232 4'x6'x3'6" Combo Vault Matid: 7664000 Cover: 7655800 50KVA MP TRF 120/240 Matid: 6247100 4 2 CMBO15LS 6045.1050 BØ ELB10J 6041.1000 CAP (7630600) PRIMARY 4" R1 PRIMARY CABLE & CONDUIT TABLE (200A) 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 P1A V01 2 1 125 -1 2 -50 110 1/0 AL JKT 165 -EJR622 --0.9 P1A P3A 4 1 270 -6 --CONDUIT ONLY -- V01 JMPR ---------1/0 AL JKT 15 -EJR623 --0.1 V01 P3A 2 1 135 -5 --198 96 1/0 AL JKT 230 -EJR624 --0.6 V01 E01 2 1 15 1 ---CONDUIT ONLY -- 2" SCH80 (FT) & BENDS =275 1 6 2 0 1/0 AL JKT TOTAL (FT) =410 TTL (Gal.)1.6 4" SCH80 (FT) & BENDS =270 0 6 0 0 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 H1A 350 115 3 115 1 ---2.5 2.6 - V01 E01 CONDUIT ONLY 3 25 1 ------ H1A P1A 350 65 3 25 1 ---2.8 3.1 - 350 UG Triplex (ft) =180 3" SCH80 & BENDS (ft)=165 3 0 0 0 0.5 TOTAL QTS OF GLUE 0.5