The URL can be used to link to this page

Home My WebLink AboutMFP24004242.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24004242 IVR Number: 24004242 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:08/21/2024Application Date:6196600062Parcel Number: 17620 116TH AVE SE Permit Type:09/04/2024Issue Date:Franchise Permit Work Class:09/04/2025Expiration Date:Minor Utility Job Number: 101160929Franchise Type:Electric Description: Puget Sound Energy Electric CREW TO REPLACE 7 B/O POLES. P01 (316485 166591) P02 (316238 166586) P03 (316209 166506) P04 (315988 166231) P05 (316056 166684) P06 (316071 166684) AND P07 (316131 166686). 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 101160929 17620 116TH AVE SE ECHO GOOD 253-325-1522 MFP24004242 Monday Friday 8:00am 3:00pm Scott Warlick CED 9/4/2024 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 11111111116TH AVE SE SE 186TH ST114TH AVE SE 11111111111113131010SE 186TH ST1111STO PSTOP W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7A 1010SE 186TH PLFROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGP03RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURENSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com1 OF 517620 116TH AVE SE, RENTON, WA 980580 11921199 07/29/2024Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316MFP24004242 P04SE 192ND ST108TH AVE SE11111010107TH AVE SE 1212111212121211121217 11 14 BUS STOP BUSSTOP VAR.1112 SE 192ND STSE 192ND ST106TH AVE SE106TH AVE SE1212 10101111 STOP STOP STOP 108TH AVE SE W20-1ROAD WORK AHEAD W20-4ONE LANE ROAD AHEAD X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com2 OF 517620 116TH AVE SE, RENTON, WA 980580 11921199 07/29/2024Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040 P05 P06 SE 189TH PL SE 191ST ST 10101313 13131515120TH AVE SE120TH AVE SE1313 1111 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE STOP STOP W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7ASTOPW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AN SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jason Bisenius 425-424-7316 jason.bisenius@pse.com 3 OF 517620 116TH AVE SE, RENTON, WA 98058 0 11921199 07/29/2024 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, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jason Bisenius Card No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316 MFP24004242 P05 P06 SE 189TH PL SE 191ST ST 10101313 13131515120TH AVE SE120TH AVE SE1313 1111 RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE STOP W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥ STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AProject Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jason Bisenius 425-424-7316 jason.bisenius@pse.com 4 OF 517620 116TH AVE SE, RENTON, WA 98058 0 11921199 07/29/2024 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, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jason Bisenius Card No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316 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 MFP24004242 SE 188TH ST120TH AVE SEP07 101010101111 1111 120TH AVE SESE 188TH ST STOP STOP STOP STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AProject Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jason Bisenius 425-424-7316 jason.bisenius@pse.com 5 OF 517620 116TH AVE SE, RENTON, WA 98058 0 11921199 07/29/2024 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, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jason Bisenius Card No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316 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 MFP24004242 CØEHJ088 17721 (PVT DRIVEWAY)336 ACSRABCN 25kVA 120/240V Owner / Developer Contact Info officeATTN: PSE - - KELLY ULICNY 425-429-0949 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) 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. PHONE CABLE TV 11921199 101160929 N/A 593251561 N/A 594155088 N/A 583073105 N/A N/A N/A 108146906 PROJECT PHASE PWR NOTIF#ORDER# Superior OH Misc Expense UG Misc Expense OH Xfmr Expense UG Xfmr Expense Removal 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 E. GOOD 253-325-1522 7/5/24 A. VANDERS 425-547-6789 7/5/24 ... H. MORENO 703-623-8662 7/5/24 N/A RENTON PAN-15 REPL 7 POLES DISTRIBUTION POLE REPLACEMENT 17620 116TH AVE SE, RENTON, WA 98058 ASPLUNDH CONSTRUCTION N/A N/A N/A 101160929 AS NOTED 1 OF 3 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST PAN-15 & NOP-26 COMCAST . . CENTURYLINK . . . . . . . . E-Mail: Cell Phone: Project Manager Contact Information: Manager:ECHO GOOD 253-325-1522 ECHO.GOOD@PSE.COM ... ... ...101160929PAN-15 REPL 7 POLES DISTRIBUTION POLE REPLACEMENT No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID # HEIGHT CLASS YEAR TOPPED RMVD P01 316485-166591 30 2 1968 P02 316238-166586 40 4 1960 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P01 316485-166591 35 3 P02 316238-166586 45 3 LEGEND CONDUIT RISER OVERHEAD TRANSFORMER JUNCTION VAULT/JUNCTION BOX NEW CONDUCTOR AND OR TRENCH LINE DISCONNECT - FUSED PULL VAULT OR SPLICE VAULT EXISTING POLE DOWN GUY DISCONNECT - UNFUSED NEW POLE PADMOUNT TRANSFORMER SECONDARY HANDHOLE EXISTING CONDUCTOR TO BE REMOVED OR ABANDONED STREET LIGHT TOTAL UNDERGROUND TRANSFORMER ENERGY CUSTOMER DEMAND POINT OR OR OR OVERHEAD JUMPER CONNECTION Vicinity Map General - Return removed materials to the local storeroom or PSE storeroom. OVERHEAD CONSTRUCTION Poles & Structures - All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. - Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. - Install grid numbers on all new and existing poles as shown on sketch. - Straighten existing poles as indicated or as necessary. - Treat all field-drilled poles with copper napthenate wood preservative. - Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore area similar to adjacent landscaping. Conductors & Equipment - Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set, unless otherwise indicated on this sketch. - Transfer existing transformers to new poles unless otherwise indicated on this sketch. - Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites being worked within the scope of the project where they are currently missing. - For 12kV construction, always install avian protection with 4/0 Cu covered jumpers and #4 SD aluminum-covered tie-wire (MID 8454500), For 34 kV construction, use bare wire primary jumpers with preformed helical grip ties. - Apply avian protection devices when required per Standard 6015.2000. - Apply grit inhibitor on all Ampact, stirrup, and dead-end connections. - Connect primary taps and transformers to same phase as existing unless otherwise shown on the drawing. - All neutral connections to be made with solid compression connectors. Connect all pole grounds to common neutral. - Use Load-interrupter cutouts (with arc shields) on all primary overhead and underground taps with fused protection above 40T. - Install Wildlife Protectors on all transformers. UNDERGROUND CONSTRUCTION Excavation -Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for primary conductors and 24” of cover for secondary conductors. -Road crossings and all trenches within the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for all conductors or as required by the permitting Agency. -All conductors/conduits shall have a minimum of 3” of bed and 3” of clean sand cover. -No rocks larger than 6” shall be included in backfill. -Backfill in road crossings and within the Right-of-way shall be compacted to 95% density or as required by the permitting Agency. -Restore all excavated areas to original condition. 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 N.T.S. SITE PLAN 1 1" = 50' P01: 316485-166591 BRUSH REMOVAL REQ'D TREE TRIMMING REQ'D GRID # MISSING IN FIELD -EX 30' CL 2, 1968 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 2-81 -TRANSFER OH TPX SEC (SW) -TRANSFER (2) OH TPX SVC'S -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-129 SITE 1 108TH AVE SE SE 192ND ST SITE PLAN 2 1" = 50' P02: 316238-166586 TREE TRIMMING REQ'D GRID # MISSING IN FIELD -EX 40' CL 4, 1960 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 2-81 -DEEP SET +2' DUE TO SLOPE -INST 1Ø DE #4ACSR (DE2115) 6031.1040 -ROLL NEUT TO COMMON POSITION -TRANSFER 1Ø #4ACSR PRI & NEUT (N) -RM EX 10kVA XFMR 120/240V & C/O -INST 25kVA 120/240V XFMR & L/B C/O (TRFNXF) 6025.1000 -TRANSFER (2) OH TPX SVC'S -RM EX DG (S) -INST 3/8" PRI & NEUT DG'S (GYD3SA)(GYD3SAN) 6013.0100 TO EX ANC -INST AUX EYE (8845300) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-129 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 316238-166586 10kVA 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#: P02 316238-166586 25kVA 6211250 SITE 2 SITE 3 SITE 4 SITE 5 SITE 6 SE PETROVISTKY RD SE 186TH ST120TH AVE SE 118TH AVE SE 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 1/4 SECTIONS NW33-T23N-R05E SW33-T23N-R05E SE32-T23N-R05E NW05-T23N-R05E SE33-T23N-R05E OH CKT MAPS 2305E136 2205E036 UG CKT MAPS 2305E130 2305E131 2305E128 2205E018 2305E132 U-MAPS 2305E130 2305E131 2305E128 2205E018 2305E132 N/A 108155228UG SVC Removal CREW NOTE (P01): ILLEGALLY ATTACHED CUSTOMER LIGHT 714-713-3033 7/23/24 MFP24004242 RESTORATION PER CITY OF RENTON STANDARDS 11257 106TH AVE SE107TH AVE SE10614 10710 10617 NOP 26 PAN 15 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 E. GOOD 253-325-1522 7/5/24 A. VANDERS 425-547-6789 7/5/24 ... H. MORENO 703-623-8662 7/5/24 N/A RENTON PAN-15 REPL 7 POLES DISTRIBUTION POLE REPLACEMENT 17620 116TH AVE SE, RENTON, WA 98058 ASPLUNDH CONSTRUCTION N/A N/A N/A 101160929 AS NOTED 2 OF 3 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST PAN-15 & NOP-26 COMCAST . . CENTURYLINK . . . . . . . . ... ... ... 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)101160929 POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID # HEIGHT CLASS YEAR TOPPED RMVD P03 316209-166506 45 1 1959 P04 315988-166231 45 3 1961 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P03 316209-166506 45 2 P04 315988-166231 45 H2 SITE PLAN 3 1" = 50' P03: 316209-166506 (Avg. Span = 181', Angle = 0°) -EX 45' CL 1, 1959 POLE TO BE REPLACED -INST 45' CL 2 (PD452) 6010.1000 2-81 -INST 1Ø PTP #4ACSR (TAN112) 6031.1010 -TRANSFER 1Ø #4ACSR PRI & NEUT (W/E) -TRANSFER 37.5kVA 120/240V XFMR -TRANSFER OH TPX SEC -TRANSFER (3) TPX SVC'S -RM EX RISER -INST 3" RISER (RIS3CSS) 6042.1000 2-24XX -TRANSFER 1/0 UG TPX SVC (SE); EXTEND AS REQ'D -ACTUAL 1/0 UG TPX SVC ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -TRANSFER STREET LIGHT (SLAK4720)2-302 -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-129 SITE PLAN 4 1" = 50' P04: 315988-166231 (Avg. Span = 184', Angle = 4°) TREE TRIMMING REQ'D GRID # MISSING IN FIELD POLE CLASS & EMBEDMENT METHOD FOR UNGUYED POLE CONFIRMED WITH O-CALC PRO -EX 45' CL 3, 1961 POLE TO BE REPLACED -INST 45' CL H2 (PD45H2) 6010.1000 2-81 -INST 10'X36" STEEL CASING (9997493)2-800 -INST GROUND STEEL CASING (GRDCASE) 6014.1000 -INST 3Ø TAN PTP 336 ACSR (TAN313) 6033.1012 -ROLL NEUT TO COMMON POSITION -TRANSFER 3Ø 336 ACSR PRI & 4/0ACSR NEUT (W/E) -RM EX GANG-OP SWITCH -INST 3Ø GANG-OP SWITCH (DLSG15) 6022.2000 (SW#X593)2-24N x 2 -OPERATE AS NORMAL OPEN -RM EX RISER -INST 3" RISER (RIS3CSS) 6042.1000 2-24XX -TRANSFER 350 UG TPX SEC (S); EXTEND AS REQ'D -ACTUAL 350 UG TPX SEC ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -TRANSFER OH TPX SEC -TRANSFER OH TPX BRIDLE SVC -RM EX DG (S) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-129 New pole at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER TRANSFER Company ID#: Primary phase connected to: Tested Secondary Voltage P03 316209-166506 37.5kVA 714-713-3033 7/23/24 MFP24004242 CØEGX823 CØAGA334 CØAEH731 SE 191ST ST SE 189TH PL 25kVA 120/240V SE 188TH ST 120TH AVE SE65T X90438 C CNCN 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 E. GOOD 253-325-1522 7/5/24 A. VANDERS 425-547-6789 7/5/24 ... H. MORENO 703-623-8662 7/5/24 N/A RENTON PAN-15 REPL 7 POLES DISTRIBUTION POLE REPLACEMENT 17620 116TH AVE SE, RENTON, WA 98058 ASPLUNDH CONSTRUCTION N/A N/A N/A 101160929 AS NOTED 3 OF 3 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST PAN-15 & NOP-26 COMCAST . . CENTURYLINK . . . . . . . . ... ... ... 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)101160929 POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID # HEIGHT CLASS YEAR TOPPED RMVD P05 316056-166684 40 UNK 1976 P06 316071-166684 40 H1 1975 P07 316131-166686 45 2 1973 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P05 316056-166684 45 3 P06 316071-166684 45 3 P07 316131-166686 45 2 P05: 316056-166684 (Avg. Span = 147', Angle = 0°) BRUSH REMOVAL REQ'D -EX 40' CL UNK, 1976 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 2-81 -INST 1Ø PTP #6CU (TAN115) 6031.1010 -TRANSFER 1Ø #6CU PRI & NEUT (N/S) -RM EX DBL BUSHING 15kVA 120/240V XFMR & C/O -INST 25kVA 120/240V XFMR & L/B C/O (TRFNXF) 6025.1000 -TRANSFER OH TPX SVC -RM EX RISER -INST 3" RISER (RIS3CSS) 6042.1000 2-24XX -TRANSFER 350 UG TPX SVC (E); EXTEND AS REQ'D -ACTUAL 350 UG TPX SVC ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-129 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P05 316056-166684 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#: P05 316056-166684 25kVA 6211250 P06: 316071-166684 (Avg. Span = 147', Angle = 0°) TREE TRIMMING REQ'D -EX 40' CL H1, 1975 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 2-81 -INST 1Ø PTP #6CU (TAN115) 6031.1010 -TRANSFER 1Ø #6CU PRI & NEUT (N/S) -RM EX DBL BUSHING 25kVA 120/240V XFMR & L/B C/O -INST 25kVA 120/240V XFMR & L/B C/O (TRFNXF) 6025.1000 -TRANSFER (3) OH TPX SVC'S -RM EX 1Ø TERM & C/O -INST 1Ø TERM & L/I C/O (TSU1L1) 6043.1000 (SW#X75557)2-57 -FUSE @ 65T (3412600) -RM EX RISER -INST 2" RISER (RIS2CSS) 6042.1000 2-45XX -TRANSFER 1Ø 1/0 AL UG PRI (W); EXTEND AS REQ'D 2-54 x ____' -ACTUAL 1Ø 1/0 AL UG PRI ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -RM EX IDLE RISER 2-24XR -RM IDLE 4/0 TPX SEC; ±35' -CUT AT BASE OF POLE -ACTUAL 4/0 UG TPX REMOVED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -RETIRE ON WO# (108155228) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-129 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P06 316071-166684 25kVA 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#: P06 316071-166684 25kVA 6211250 SITE PLAN 5 1" = 50' MAPS AND RECORDS NOTE (P06): GRID#316071-166684 IS FEEDING (2) OH SVC TO (2) SEPARATE HOMES 19003 & 19001 120TH AVE SE RENTON, WA 98058 THAT ARE SHOWN AS UG SVC FEEDING FROM GRID#316067-166647 AMATCH LINE SEE BOTTOM RIGHTA SITE PLAN 6 1" = 50' P07: 316131-166686 (Avg. Span = 154', Angle = 0°) BRUSH REMOVAL REQ'D TREE TRIMMING REQ'D GRID # MISSING IN FIELD -EX 45' CL 2, 1973 POLE TO BE REPLACED -INST 45' CL 2 (PD452) 6010.1000 2-81 -DEEP SET +2' DUE TO SLOPE -INST 1Ø DBL DE #4ACSR (DDE2115) 6031.1043 -TRANSFER 1Ø #4ACSR PRI & NEUT (W/E) -RM EX 1Ø #4ACSR PRI & NEUT (W/E) -RM EX 1Ø SW C/O (SOUTH LATERAL) -INST 1Ø L/I SW C/O (DLS115F) 6022.1000 (EAST LATERAL)(SW#X90438)2-24C -FUSE @65T (3412600) -INST 1Ø DBL DE #4ACSR (DDE2115) 6031.1043 -TRANSFER 1Ø #4ACSR PRI & NEUT (N/S) -TRANSFER OH TPX SVC -TRANSFER OH TPX SEC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-129 AMATCH LINE SEE TOP LEFT A MAPS AND RECORDS NOTE (P07): THE NORMAL OPEN IS LOCATED AT 316143-166686 AND NOT P07 714-713-3033 7/23/24 MFP24004242