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Home My WebLink AboutMFP22002767.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22002767 IVR Number: 22002767 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:05/26/2022Application Date:7224000440Parcel Number: 315 PARK AVE N Permit Type:07/12/2022Issue Date:Franchise Permit Work Class:07/12/2023Expiration Date:Major Utility Job Number: 101137980Franchise Type:Electric Description: Puget Sound Energy Electric CREW TO REMOVE EXISTING OH PRIMARY FROM P01 (318049 166178) TO P06 (318136 166182) THEN TRENCH WEST UNDER PARK AVE N FROM V01 (318105 166190) TO V02 (318082 166190) TO FEED SECONDARY POLES P07 (318074 166174) P08 (318088 166174) P09 (318096 166174) AND P10 (318116 166174). CREW WILL TRENCH NORTH APPROX 100' FROM P01 TO EM1 AND TRENCH APPROX 220' FROM PV1 TO P06. CREW WILL REMOVE EXISTING POLES P01 (318049 166178) P02 (318069 166179) P03 (318088 166180) P04 (319102 166180) AND P05 (318116 166182). AT P06 (318136 166182) CREW TO INSTALL GUY NEAR BUS STOP. 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 Carli Bunkelman PSE/POTELCO - Billing 6905 S 228th St Kent, WA 98032 B: (253) 437-6708Contractor Business License Number: 5109Construction Contractor: POTELI*227PL SHARAM FAMILY TRUST II PO BOX 2401 KIRKLAND , WA 98083 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 206.510.0575) (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 101137980 315 GARDEN AVE N DAN FOGEL 360-722-2783 Scott Warlick CED 7/12/2022 Monday - Friday 8:00AM - 3:00PM MFP22002767 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 ROADWORKAHEAD RIGHT LANECLOSEDAHEAD BE PREPAREDTO STOP 200' 200' 200' 200' P01 P02 P03 P04 P05 P06 KEEP LEFT R4-8b P07 P08 P09 P10 KEEP LEFT R4-8b ROADWORKAHEAD RIGHT LANECLOSEDAHEAD BE PREPAREDTO STOP200' 200' 200' 200' ROADWORKAHEAD W20-1 BE PREPAREDTO STOP W20-7bW20-7A 100'100' ROADWORKAHEAD W20-1 BE PREPAREDTO STOP W20-7b W20-7A 100'100' Spotters to Assist PEDS and Driveway Traffic Around Work zone UNIFORMED POLICE OFFICERS TO HOLD TRAFFIC AT INTERSECTIONS TO ACCOMODATE DROPING WIRE ACROSS PARK AVE N Notes: 1. Maintain ped. access to and through crosswalks 2. Maintain Min. 11' lanes 3. Maintain local access 4. Notify Transit Authority at least 72 hrs. in advance of bus stop closure 5. Traffic control plan and all devices shall comply with MUTCD, PROWAG & WSDOT 6. DEVICE SPACING Flag Taper 20' Signs per WSDOT Tapers per WSDOT 7. 28" Cones 36" Barrels 48" Signs 24" Paddle 8. Adjust to field conditions K&D Services, as the preparer of this traffic control plan makes no representation as to its' general adequacy or being approved for implementation. Approval must result from the Traffic Engineer or other Public Official having statutory enforcement authority in the jurisdiction. Utilization and implementation of this plan shall be a result of that approval. Ref. MUTCD 2009 6A-01 (10) Legend Arrowboard (Chevron) Bucket Truck Cones Flagger Ahead W20-7 KEEP LEFT Keep Left Pole Police Officer Spotter ROADWORKAHEAD W20-1 road work ahead W20-7A Flagger Ahead BE PREPAREDTO STOP W20-7b be prepared to stop Manifest 136 x Cones 4 x W20-1 road work ahead 4 x W20-7b be prepared to stop 2 x Arrowboard (Chevron) 2 x Flagger Ahead W20-7 2 x Keep Left 2 x OW-122 Right lane closed ahead 2 x W20-7A Flagger Ahead 2 x W4-2 road narrows 1 x 45 Left NOT TO SCALE NOTIFY EMS, FIRE, POLICE AND LOCAL TRANSIT AUTHORITY 72 HOURS IN ADVANCE N Adjust Controls as Needed CUSTOMER: CONTACT: LOCATION: DATE:W/O # Inland Group M. TANKERSLEY 253.553.6175 315 Garden Ave N Renton WA 03.23.2022 OFFICE: 800-343-4049 CELL: 425-765-1153WATCP@KNDSERVICES.NET WSTCS#013076 101137980 DESIGNED BY: CHRIS SCHALEGERPark Ave NPark Ave NPark Ave NN 3rd St N 3rd StN 4th StN 4th Stwww.invarion.com MFP22002767 ROADWORKAHEAD RIGHT LANECLOSEDAHEAD BE PREPAREDTO STOP 200' 200' 200' 200' P01 P06 P07 P08 P09 P10 ROADWORKAHEAD RIGHT LANECLOSEDAHEAD BE PREPAREDTO STOP200' 200' 200' 200' ROADWORKAHEAD W20-1 BE PREPAREDTO STOP W20-7bW20-7A 100'100' ROADWORKAHEAD W20-1 BE PREPAREDTO STOP W20-7b W20-7A 100'100' Spotters to Assist PEDS and Driveway Traffic Around Work zone UNIFORMED POLICE OFFICERS TO HOLD TRAFFIC AT INTERSECTIONS TO ACCOMODATE DROPING WIRE ACROSS PARK AVE N Notes: 1. Maintain ped. access to and through crosswalks 2. Maintain Min. 11' lanes 3. Maintain local access 4. Notify Transit Authority at least 72 hrs. in advance of bus stop closure 5. Traffic control plan and all devices shall comply with MUTCD, PROWAG & WSDOT 6. DEVICE SPACING Flag Taper 20' Signs per WSDOT Tapers per WSDOT 7. 28" Cones 36" Barrels 48" Signs 24" Paddle 8. Adjust to field conditions K&D Services, as the preparer of this traffic control plan makes no representation as to its' general adequacy or being approved for implementation. Approval must result from the Traffic Engineer or other Public Official having statutory enforcement authority in the jurisdiction. Utilization and implementation of this plan shall be a result of that approval. Ref. MUTCD 2009 6A-01 (10) Legend Arrowboard (Chevron) Cones LEFT LANECLOSEDAHEAD CW20-5 left lane closed ahead Flagger Ahead W20-7 MOTORCYCLESUSE EXTREMECAUTION Motorcycles Use Extreme Caution Pole Police Officer KEEP RIGHT R4-7b RIGHTTWOLANESCLOSEDAHEAD Right 2 Lanes Closed Ahead Spotter STEEL PLATE ON ROADWAY Steel Plate on Roadway Vault ROADWORKAHEAD W20-1 road work ahead W20-7A Flagger Ahead BE PREPAREDTO STOP W20-7b be prepared to stop W4-2 road narrows Manifest 150 x Cones 4 x W20-1 road work ahead 4 x W20-7b be prepared to stop 4 x W4-2 road narrows 2 x Arrowboard (Chevron) 2 x CW20-5 left lane closed ahead 2 x Flagger Ahead W20-7 2 x OW-122 Right lane closed ahead 2 x R4-7b 2 x W20-7A Flagger Ahead 1 x 45 Left 1 x CW4-1a thru traffic merge left 1 x Right 2 Lanes Closed Ahead NOT TO SCALE NOTIFY EMS, FIRE, POLICE AND LOCAL TRANSIT AUTHORITY 72 HOURS IN ADVANCE N Adjust Controls as Needed CUSTOMER: CONTACT: LOCATION: DATE:W/O # Inland Group M. TANKERSLEY 253.553.6175 315 Garden Ave N Renton WA 03.23.2022 OFFICE: 800-343-4049 CELL: 425-765-1153WATCP@KNDSERVICES.NET WSTCS#013076 101137980 DESIGNED BY: CHRIS SCHALEGERPark Ave NPark Ave NPark Ave NN 3rd St N 3rd StN 4th StN 4th StSHEET 1 of 2 STEEL PLATE ON ROADWAY MOTORCYCLESUSE EXTREMECAUTION USE IF STEEL PLATE IS PRESENT ON ROADWAY E P04 KEEP RIGHT R4-7b KEEP RIGHT R4-7b LEFT LANECLOSEDAHEAD CW20-5 W4-2 LEFT LANECLOSEDAHEAD CW20-5 W4-2 RIGHTTWOLANESCLOSEDAHEAD THRUTRAFFICMERGELEFT www.invarion.com MFP22002767 N Vicinity Map 47.309547, -122.366318 Owner / Developer Contact Info officeATTN: Renton School District 7812 South 124th Street Seattle, Wa, 98178 Laurie Pfarr 206-769-8048 OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE 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 -108128025 -593233320 N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Pole & Wire Removal Misc & Expence Distribution HP Svc/MSA PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required"101137980THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) Service Stubs N/A N/A 503792194 GARDEN AVE N SCHEDULE 73 OH TO UG CONVERSION NOTE: DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE, SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS, COMPACTION, ALL HARDSURACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED). 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 utilities or obstructions, trench route may need to be moved to opposite side of street. Cooperation with Quality Inspector, Puget Sound Energy Contractor, City or County authorities during Pre-construction meeting will determine the final trench route. 2. Existing Utilities Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point of crossing. Protect underground utilities during excavation. Use hand excavation methods if necessary to avoid damage. Fabricate and install adequate temporary structures to support and protect underground utilities while exposed during construction. Maintain 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. Provide temporary wiring and connections to maintain existing systems in service during construction; if a scheduled outage is not possible. When work must be performed on energized equipment or circuits, use qualified personnel for such operations. EARTHWORK See Puget Sound Energy SPM 6800.4050 1. Back hoe, Hand Dug Excavations Paved Surfaces Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow off the edge of paved surface far enough to minimize asphalt disturbance. Repair any blow out areas (where edge has been broken) by sawing. The depth of the trench shall be enough to allow 36" of cover . Backfill material shall be Controlled Density Fill (CDF) cover or select fill (5/8" minus) to meet permit requirements. Unpaved Surfaces Conduit/cable trenches are to be excavated just off the existing road edge or in the shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with the narrowest width bucket practical or plow. Trench shall be deep enough to allow a minimum of 36" of cover over the top most cable. All ditch crossings shall have a minimum of 36" cover from the lowest point within the existing ditch line. Culverts; when installing facilities under a culvert, excavation must be filled with packed crush rock. If any culvert is damaged it will be repaired or replaced in accordance with permitting agency and contractors responsibility. Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes become the property of the contractor immediately upon removal. Remove spoils and wastes promptly to an approved disposal site. Remove spoils containing asphalt or concrete to a disposal site specifically approved for such materials. Provide Puget Sound Energy with a disposal receipt for all spoils. 2. Backfill Unpaved Road Surfaces Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted to 95% density. Backfill for unpaved road sections shall consist of native material compacted to 95% density. At the end of each workday, backfill or plate all trench, remove all spoils and clean roadway surface of large hazardous debris. 3. Surface Restoration Unpaved Surfaces Restore ground surface to original contour. Restore to original condition or better. 4. Landscaping Arrange and perform work to minimize impact to existing landscaping. Restore landscaping that has been disturbed during the course of work, including seeding of banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to avoid sloughing. Leave area in its original state or better at the end of construction. Hand dig if required to prevent damage to tree roots. ELECTRICAL 1. Conduit Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC DB120 or 2", 3", 4", or 6" DB120 for direct burial. Maintain 36" minimum cover above top conduit at all times or as required by the permitting agency. Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top conduit at all times or as required by the permitting agency. Bends shall be made with as long a radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the 4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10' minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and cap conduit to prevent the entry of dirt and moisture. Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs, cut the conduit ahead of kink and splice to new conduit to continue run. 2. Underground Primary Cable Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run with each 3 phase circuit of 750 MCM. Install cable into existing or new conduit systems using approved installation equipment. Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be equipped with instrumentation to continually monitor and record peak tension encountered during a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy. Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations. Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy approved lubricant to cable continually during pulling to reduce pulling tension and to permit future removal. Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment and prevent un-necessary damage to sidewalks. Train and coil cables in vaults as required to form a smooth transition from conduit to termination. if terminations are to be performed by others, coil 15' of cable in vault and cap end. 3. Terminations and Splices Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115- 5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317. Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076. 4. Concrete Vaults Excavate, install base material, and compact base material in accordance with Puget Sound Energy SPM 6775.0040. Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road elevation. Install hillholders as required on sketch or by construction notes. 5. Grounding Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2 copper jumper or to Concentric neutral at each splice vault location. Minimum grounding requirement is 4 grounds per mile. 6. Existing Underground Primary Cable (if applicable) Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall. Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as required by permitting agency. 7. Traffic Control All traffic control to comply with current specifications in M.U.T.C.D. NOT TO SCALE UNDERGROUND CIRCUIT MAP JOB SITE E-Mail: Cell Phone: Project Manager Contact Information: Manager:DAN FOGEL 360-722-2783 DAN.FOGEL@PSE.COM 101137980 N/A JOB SITE JOB SITE -583066537OH TRF Removal 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 DAN FOGEL 360-722-2783 3/16/21 STEPHAN SHAW 253-234-6405 3/16/21 N/A N/A N/A STEPHAN SHAW 253-234-6405 3/16/21 RW-_____RENTON GARDEN AVE N SCH 73, OH-UG PRI & SEC CONVERSION 315 GARDEN AVE N, RENTON 98057 N/A N/A N/A 101137980 AS SHOWN 1 OF 4 KING N/A N/A CSPSKEPM NW 17-23N-05E N/A N/A 2305E066 2305E088 2305E066NW GRA-17 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A This permit is for Major construction work in the ROW and will be billed at an additional $150/HR for inspections. After hours and weekend work will be billed at $175/HR POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 420 332 1002 350 346 401 351 337 335 329 323 340 338 332 330 326 314 322 310 300 315 301 247 250 1201 248 240 1009 250 240 1211 1207 238 249 247 237 N 4TH ST PARK AVE NPARK AVE NPARK AVE NPARK PL NPVTN 3RD ST 318116-166182 X6239 318088-166180 75 kVA 208V (ABC) 318069-166179 25 kVA (C) SLAG7883 GRA 17 GRA 17 00 1"2" 00 50'100' 60' ROW 60' ROW 60' ROW 318063-166188 318082-166190 37.5 kVA 120/240V (A) 318105-166190 37.5 kVA 120/240V (A) 318116-166191 318096-166174 318129-166196 25 kVA (A) 318129-166183 318129-166163 25 kVA (A) 318048-166160 318073-166214 500 kVA 480V (ABC) 318057-166178 318062-166160 100 kVA (B) 70' ROW 318074-166174 318133-166220 112.5 kVA (AB) 318061-166203 50 kVA (C)318061-166217 37.5 kVA (C) 318044-166223 318088-166174 318116-166174 318102-166180 50 kVA (C) 60' ROW PVT1201 1211 238336.4 MCMACSR336.4 MCMACSR318049-166178 X79590 (65T) SW#___. 318136-166182 X806 SW#____ 315 BUS STOP 318062-166161 75 kVA (C) 318071-166158 150 kVA 208V (ABC) BUS STOP ABC J J J 427 423 318151-166182 X10629 (100T) 318140-166174 336.4 MCMACSRABC 236 232 228 224 235 229 223 PARK AVE N318032-166173 318036-166179 25 kVA (C) 318028-166171 336.4 MCMACSRABC SITE PLAN CIRCUIT FEET REMOVED: 660' POWER GENERAL NOTES - COMMERCIAL PROJECT 8. EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. Roads shall be paved or have a compacted , crushed rock base in place. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them. All work is to be done in accordance with local municipal and county permit requirements as applicable. Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits and crossings from the individual unit's meter base to the designated connection point. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. SCALE: 1" = 50' SITE REMOVAL NOTES AT P01 : 318049-166178 : REPLACE BAD ORDER DISTRIBUTION POLE -REMOVE EXISTING 50' CL-3 1995 DISTRIBUTION POLE AND FRAMING -TRANSFER EXISTING OH-UG TERMINATION AND RISER TO NEW POLE -COMMS TO BE REMOVED FROM POLE AT P02 : 318069-166179 -REMOVE EXISTING DISTRIBUTION POLE AND FRAMING FOR SCH73 -REMOVE EXISTING 1Ø 25kVA 120/240v TRANSFORMER, RETURN TO PSE YARD -COMMS TO BE REMOVED FROM POLE AT P03 : 318088-166180 -REMOVE EXISTING DISTRIBUTION POLE AND FRAMING FOR SCH73 -REMOVE (3) EXISTING 1Ø 25kVA 120/240v TRANSFORMERS, RETURN TO PSE YARD -COMMS TO BE REMOVED FROM POLE AT P04 : 318102-166180 -REMOVE EXISTING DISTRIBUTION POLE AND FRAMING FOR SCH73 -REMOVE EXISTING 1Ø 50kVA 120/240v TRANSFORMER, RETURN TO PSE YARD -COMMS TO BE REMOVED FROM POLE AT P05 : 318116-166182 -REMOVE EXISTING DISTRIBUTION POLE AND FRAMING FOR SCH73 -REMOVE OH-UG TERMINATION, UNSLEAVE RISER FROM DIRECT BURIED CABLE -REROUTE DIRECT BURIED CABLE INTO PV1 -COMMS TO BE REMOVED FROM POLE -REMOVE DISTRIBUTION POLE GUY -REMOVE SPAN GUY AT P06 : 318136-166182 -EXISTING DISTRIBUTION POLE TO REMAIN -REMOVE EXISTING FRAMING -REMOVE EXISTING FEEDER RISER *SEE INSTALL PAGE FOR MATERIALS AT M01 : -EXISTING AMR COLLECTOR FOR LANDIS+GYR TO BE REMOVED AND RETURNED TO OWNER SPAN REMOVAL NOTES -SEE CABLE AND CONDUIT TABLES FOR CONDUCTOR DISTANCES POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS Wk Loc Pole Data Pole TEL TV FIBER TRAN RMVD ID NUMBER Grid #Length Class Year TOPPED RMVD P01 318049-166178 50'3 1995 P02 318069-166179 45'3 1968 P03 318088-166180 45'3 2003 P04 318102-166180 45'3 1995 P05 318116-166182 50'3 1995 WIRE REMOVAL TABLE Work Location Wire Size & Type Quantity Length (per conductor) Remarks From To P02 M01 SEC #2 TPLX 1 15' P02 P07 SEC 1/0 TPLX 1 58' P03 P08 SEC 1/0 TPLX 1 42' P04 P09 SEC 1/0 TPLX 1 60' P05 P10 SEC 1/0 TPLX 1 68' P01 P02 PRI 336 ACSR 3 206'LEGACY - #4 ACSR NEU 1 P02 P03 PRI 336 ACSR 3 178'SEC 1/0 TPLX 1 LEGACY - #4 ACSR NEU 1 P03 P04 PRI 336 ACSR 3 139'LEGACY - #4 ACSR NEU 1 P04 P05 PRI 336 ACSR 3 138'LEGACY - #4 ACSR NEU 1 101137980CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE GRA17 6/2020 201.00 193.75 219.25 0 0 0 --- Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P04 318102-166180 50 kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P02 318069-166179 25 kVA 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 318088-166180 25 kVA 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 318088-166180 25 kVA 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 318088-166180 25 kVA 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 DAN FOGEL 360-722-2783 3/16/21 STEPHAN SHAW 253-234-6405 3/16/21 N/A N/A N/A STEPHAN SHAW 253-234-6405 3/16/21 RW-_____RENTON GARDEN AVE N SCH 73, OH-UG PRI & SEC CONVERSION 315 GARDEN AVE N, RENTON 98057 N/A N/A N/A 101137980 AS SHOWN 2 OF 4 KING N/A N/A CSPSKEPM NW 17-23N-05E N/A N/A 2305E066 2305E088 2305E066NW GRA-17 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NORTH SITE PLAN SCALE: 1" = 50' SOUTH SITE PLAN SCALE: 1" = 50' A AMATCHLINE B BMATCHLINE A AMATCHLINE B BMATCHLINE ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE CABLE REPLACED?FROM TO 10580 10591024 P05 P06 280' 10581 10591041 P05 P06 280' 10582 10591057 P05 P06 280' TOTAL 840' 420 401 351 337 335 329 323 315 301 247 250 1201 248 240 1207 238PARK AVE NPARK AVE NPARK AVE NPARK PL NN 3RD ST GRA 17 GRA 17 60' ROW 60' ROW 60' ROW 318063-166188 318082-166190 37.5 kVA 120/240V (A) 318105-166190 37.5 kVA 120/240V (A) 318116-166191 318096-166174 318129-166183 318129-166163 25 kVA (A) 318048-166160 318057-166178 70' ROW 318074-166174 318061-166203 50 kVA (C) 318044-166223 318088-166174 318116-166174 60' ROW PVT1201 238336.4 MCMACSR336.4 MCMACSR318049-166178 X79590 (65T) SW#___. 318136-166182 X806 SW#____ 315 BUS STOP BUS STOP ABC J J J 318063-166188 318082-166190 37.5 kVA 120/240V (A) 318049-166178 X79590 (65T) SW#___. 318088-166174 318074-166174 318116-166191 318105-166190 37.5 kVA 120/240V (A) 318096-166174 318116-166174 318136-166182 X806 SW#____ 100' 90' 80' FIELD BEND 50' 318116-166191 318105-166190 37.5 kVA 120/240V (A) 318096-166174 318116-166174 318136-166182 X806 SW#____ 50' 180 J 80' 80' 60' FIELD BEND 170' 440' 100' 100' 318063-166188 318082-166190 37.5 kVA 120/240V (A) 318049-166178 X79590 (65T) SW#___. 318088-166174 318074-166174 R=48' 90°R=48' 90° SCALE: NONE SOUTH CABLE & CONDUIT DIAGRAM VAULT & EQUIPMENT TABLE Work Location Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-CompleteLBDC V01 318105-166190 EXISTING 37.5 kVA 120/240 1 1 V02 318082-166190 EXISTING 37.5 kVA 120/240 1 1 SCALE: NONE NORTH CABLE & CONDUIT DIAGRAM SITE PLAN SCALE: 1" = 50' SECONDARY CABLE & CONDUIT TABLE Work Location Cable Assumed Lot Corner Conduit Voltage Drop Voltage Flicker As Built Information Size Length Design (ft) Size Length Design (ft) Bends Foreman - Complete FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable) V02 P07 SEC 350 UG TPX 180'0 3"140'2 0 0 0 N.A.%N.A.% V02 P08 SEC 350 UG TPX 200'0 3"160'2 0 0 0 N.A.%N.A.% V01 P09 SEC 350 UG TPX 220'0 3"180'2 0 0 0 N.A.%N.A.% V01 P10 SEC 350 UG TPX 210'0 3"170'2 0 0 0 N.A.%N.A.% PRIMARY CABLE & CONDUIT TABLE (FOREMAN TO COMPLETE) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)AS BUILT INFORMATION From To Size (in) Qty Design Length (ft) Actual Length (ft) TYPE BENDS PULL (lbs) PULL Rev (lbs) Cable Size Design Length (ft) Actual Length (ft) CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY Check applicable box DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed (Conduit & Cable) P01 EM1 6"1 100'X 0 0 0 0 1180.6 200 3Ø 12KV 750 UG 700'EJC387 EJC388 EJC389 EM1 PV1 570' EXISTING 6" CONDUIT 3Ø 12KV 750 UG PV1 EM2 6"1 30'X 0 0 0 0 522.0 200 3Ø 12KV 750 UG 250' PV1 P06 220' EXISTING 6" CONDUIT 3Ø 12KV 750 UG J01 V02 170' EXISTING 2" CONDUIT 74.3 92.3 1Ø 12KV 1/0 UG 190'EHW998 J01 V01 450' EXISTING 2" CONDUIT 129.5 171.9 1Ø 12KV 1/0 UG 470'EHW999 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#: V02 318082-166190 37.5 6247050 101137980Installed 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#: V01 318105-166190 37.5 6247050 SITE INSTALL NOTES AT P01 : 318049-166178 : REPLACE B/O DIST POLE -REMOVE EXISTING 50' CL-3 1995 DISTRIBUTION POLE -INSTALL (1) 50' CL-3 DISTRIBUTION POLE W/GROUNDS PER STD 6010.1000 (PD503) -INSTALL 3Ø 11' DBL DEADEND WINGARM PER STD 6033.4026 (DDW313) -INSTALL 9' DBL DEADEND ARM UNDER WINGARM - TANGENT w/ OH PRIMARY SPAN, PER STD 6011.1020 (ARD4S09) -TRASNFER 12 kV 3Ø PRI OH-UG TERM FROM B/O POLE PER STD 6043.1000 (TSU3L1F) -TRANSFER EXISTING RISER ON NEW STANDOFF BRACKETS -REINSTALL SW# X79590 -INSTALL 12 kV OH-UG FEEDER TERM PER STD 6043.1020 (TSU3NF1) -INSTALL SW# ____ -INSTALL (1) 6" PRI RISER ON STANDOFF BRACKETS PER STD 6042.1000 (RIS6CSS) ± 30' ___' ACTUAL -INSTALL (1) 4” RIGID CLEVIS, NEUTRAL IN COMMON POSITION (S) PER STD 6015.1000 (INDNRC) -INSTALL (1) NEUTRAL DEAD END -INSTALL (1) 3/8” SINGLE HELIX ANCHOR L=20' -INSTALL (1) 3/8” PRIMARY & NEUTRAL DOWN-GUY -INSTALL NEW CABLE TAGS -INSTALL GRID# AT J01 : 318063-166188 -EXISTING JUNCTION VAULT TO REMAIN -INSTALL NEW CABLE TAGS AT P06 : 318136-166182 -EXISTING 50' CL-3 1995 SECONDARY POLE TO REMAIN -INSTALL 3Ø 11' DBL DE WINGARM PER STD 6033.4026 (DDW313) -INSTALL (3) STIRRUP & HOT CLAMP, TAP ALL PHASES -INSTALL (3) L/I C/O W/ SOLID BLADE ON EX BRKT FOR FEEDER -REPLACE EXISTING SW#X806 WITH NEW SW#____ -INSTALL (1) 4” RIGID CLEVIS, NEUTRAL IN COMMON POSITION (N) PER STD 6015.1000 (INDNRC) -INSTALL (1) 6" SEC RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS6CSS) ± 30' ___' ACTUAL -INSTALL (1) NEUTRAL DEAD END -FEEDER RISER TO REMAIN -INSTALL (1) 3/8” SINGLE HELIX ANCHOR, L=20' -INSTALL (1) 3/8” PRIMARY & NEUTRAL DOWN-GUY AT P07 : 318074-166174 -EXISTING 40' CL-2 UNK SECONDARY POLE TO REMAIN -INSTALL (1) 3" SEC RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS) ± 30' ___' ACTUAL AT P08 : 318088-166174 -EXISTING 35' CL-2 1995 SECONDARY POLE TO REMAIN -INSTALL (1) 3" SEC RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS) ± 30' ___' ACTUAL AT P09 : 318096-166174 -EXISTING 35' CL-2 1995 SECONDARY POLE TO REMAIN -INSTALL (1) 3" SEC RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS) ± 30' ___' ACTUAL AT P10 : 318116-166174 -EXISTING 40' CL-2 UNK SECONDARY POLE TO REMAIN -INSTALL (1) 3" SEC RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS) ± 30' ___' ACTUAL AT PV1 : 318116-166191 -EXISTING PULL VAULT TO REMAIN -INSTALL NEW CABLE TAGS -INSTALL (6) 12KV LB ELBOWS PER STD 6041.1000 (ELB10J) AT V01 : 318105-166190 -EXISTING MINI-PAD VAULT TO REMAIN -REMOVE PLATE DOOR -INSTALL (1) 37.5 KVA PADMOUNT TRANSFORMER -INSTALL (1) 12KV LB ELBOW PER STD 6041.1000 (ELB10J) -INSTALL (3) 6POS #6-350KCMIL SEC CONN BLOCKS (MID :4842001) -TRANSFER UG SECONDARY CABLE -INSTALL CABLE TAGS -INSTALL GRID# AT V02 : 318082-166190 -EXISTING MINI-PAD VAULT TO REMAIN -REMOVE PLATE DOOR -INSTALL (1) 37.5 KVA PADMOUNT TRANSFORMER -INSTALL (1) 12KV LB ELBOW PER STD 6041.1000 (ELB10J) -INSTALL (3) 6POS #6-350KCMIL SEC CONN BLOCKS (MID :4842001) -TRANSFER UG SECONDARY CABLE -INSTALL CABLE TAGS -INSTALL GRID# RUN INSTALL NOTES -SEE RUN INSTALL TABLE FOR CONDUCTOR DISTANCES POLE TABLE (NEW) Work Location Pole Data Grid #Height Class Year Remarks / Location Ref. P01 318049-166178 50 CL-3 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 DAN FOGEL 360-722-2783 3/16/21 STEPHAN SHAW 253-234-6405 3/16/21 N/A N/A N/A STEPHAN SHAW 253-234-6405 3/16/21 RW-_____RENTON GARDEN AVE N SCH 73, OH-UG PRI & SEC CONVERSION 315 GARDEN AVE N, RENTON 98057 N/A N/A N/A 101137980 AS SHOWN 3 OF 4 KING N/A N/A CSPSKEPM NW 17-23N-05E N/A N/A 2305E066 2305E088 2305E066NW GRA-17 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A PSE PROVIDED 3Ø 750 UG FEEDER PSE PROVIDED 1Ø 1/0 AL UG CABLE PSE PROVIDED 350 SEC TPLX EX. 2" SCH80 CONDUIT EX. 6" SCH80 CONDUIT PSE PROVIDED 3Ø 750 UG FEEDER PSE PROVIDED 350 SEC TPLX PSE PROVIDED 350 SEC TPLX PSE PROVIDED 1Ø 1/0 AL UG PSE PROVIDED 1Ø 1/0 AL UG PSE PROVIDED 350 SEC TPLX EX. 2" SCH80 CONDUIT EX. 6" SCH80 CONDUIT EX. 2" SCH80 CONDUIT 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. NEW CUSTOMER PRIVIDED 6" SCH80 CONDUIT NEW CUSTOMER PRIVIDED 6" SCH80 CONDUIT PSE PROVIDED 3Ø 750 UG FEEDER EX. 6" SCH80 CONDUIT C CMATCHLINE D DMATCHLINE C CMATCHLINE D DMATCHLINE CIRCUIT FEET INSTALLED: 670' This work to be done via open trench. Ensure risers are installed in a way that does not impede the pedestrian access route. FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS (MID 9995692). 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 Communications Primary Power Cables or Conduit Excavated Dirt Pile ROADSIDE Final Grade 24" Min 12" Min Separation 36" Min Cover 48" Max Backfill (No rocks over 10" diameter) Separation 12" Min Gas 4" Sand Bedding 32" Typical (Power, Gas, and Communications) JOINT TRENCH DETAIL Primary-Mainline Gas & Communications (NTS) Separation 12" Min 6" or 12" Min Sand Shading after Compaction - A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches (No PSE gas) - A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter. Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW J- BOX CABLE ENTRY DETAIL Not to scale COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 3' MIN 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 6775.0035 Not to scale Field Face Quadrant Road Face Quadrant Climbing Space 5" MinCL Direction of Vehicular TrafficCL TOP VIEW CONDUIT RISER PLACEMENT DETAIL (P01&6) SCALE: NONE CUSTOMER DEVELOPMENT NOTES: A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY. **DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL** CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING: TRENCH CROSSING. -CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. -PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT OF WAY. -EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY. VAULTS & WORK PITS. -REQUIRED TO PROVIDE 4' X 4' WORK PIT @ P01 -REQUIRED TO PROVIDE 4' X 4' WORK PIT @ P06 -REQUIRED TO PROVIDE 4' X 4' WORK PIT @ EM1 -REQUIRED TO PROVIDE 4' X 4' WORK PIT @ EM2 TRENCHING & CONDUIT. -SEE CONDUIT/CABLE TABLES FOR LENGTHS -REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS. JOB SITE READINESS. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. -IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT. -IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS . POSSIBLE CUSTOMER ENTRY LOCATION POSSIBLE CUSTOMER PSE ENTRY LOCATION ENTRY LOCATION POSSIBLE CUSTOMER CABLE INSTALLATION DIAGRAM R Not to scale N 1 - EXISTING 4" SCH80 CONDUIT 2 - EXISTING 2" SCH40 CONDUIT 4 - EXISTING 4" SCH40 CONDUIT NOT TO SCALE BUTTERFLY VAULT CONDUIT ENTRY DIAGRAM LOOKING EAST 101137980NOT TO SCALE BUTTERFLY VAULT CONDUIT ENTRY DIAGRAM N UTILITY POLE EROSION CONTROL DETAIL TOP VIEW FLOWING DITCH or BODY OF WATER SLOPE Secure bottom of fence with gravel bags Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Adjacent to flowing ditches or bodies of water Install silt fence around pole excavation 6" to 12" Under Normal Conditions 40" Min for Single Helix 65" Min for Triple Helix Not To Scale ANCHOR DETAIL - SINGLE HELIX LOOKING EAST 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 DAN FOGEL 360-722-2783 3/16/21 STEPHAN SHAW 253-234-6405 3/16/21 N/A N/A N/A STEPHAN SHAW 253-234-6405 3/16/21 RW-_____RENTON GARDEN AVE N SCH 73, OH-UG PRI & SEC CONVERSION 315 GARDEN AVE N, RENTON 98057 N/A N/A N/A 101137980 AS SHOWN 4 OF 4 KING N/A N/A CSPSKEPM NW 17-23N-05E N/A N/A 2305E066 2305E088 2305E066NW GRA-17 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 - EXISTING 6" SCH80 CONDUIT 1 - EXISTING 6" SCH80 CONDUIT