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Home My WebLink AboutMFP24002301.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP24002301 IVR Number: 24002301 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:05/02/2024Application Date:3342101040Parcel Number: 1017 N 30TH ST Permit Type:05/15/2024Issue Date:Franchise Permit Work Class:05/15/2025Expiration Date:Major Utility Job Number: 101164576Franchise Type:Electric Description: Puget Sound Energy Electric P03_319026 166349_1706 NE 24TH ST_3343903637_25. P04_318997 166482_2324 ABERDEEN AVE NE_3343901527_25. P05_319014 166482_2332 ABERDEEN AVE NE_3343901526_25. P06_319015 166532_2317 CAMAS AVE NE_345700250_25. P07_318992 166601_2416 NE 23RD ST_646300090_25. P08_318991 166586_2412 NE 23RD ST_646300080_25. P10_318766 166409_1900 NE 16TH ST_3343902642_25. P11_318708 166387_1402 KENNEWICK AVE NE_1839500070_10. P11A_318717 166387_1402 KENNEWICK AVE NE_1839500070_10. P12_318707 166396_1401 LINCOLN AVE NE_1839500075_10 POTELCO CREW TO REPLACE B/O POLE @P01 (319230 166141), P03 (319026 166349), P04 (318997 166482), P05 (319014 166482), P06 (319015 166532), P07 (318992 166601), P08 (318991 166586), P10 (318766 166409), P11 (318708 166387), P11A(318717 166387), P12 (318707 166396) UPGRADE EXISTING SIDEWALK GUY @ P06. UPGRADE EXISTING DOWN GUY @ P07, P09, P10, P11A. REMOVE NEUTRAL BETWEEN P05 & P5A. REMOVE SECONDARY BETWEEN P10 TO P10A 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 Page 1 of 2THIS 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 101164576 1017 N 30TH ST( Echo Good 253-325-1522 MFP24002301 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 5/9/2024 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 1017 N 30th St Renton WA 98056 USAP0111111111N 30TH STN 30TH STSTOPSTOP PARK AVE N BURNETT AVE N W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7A0'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJaber Tofan206-406-8460Jaber.tofan@pse.com1 OF 111017 N 30TH ST Renton WA 980560 11925049 03/05/2024Notes: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.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 hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, 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:Jaber TofanCard No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-7316MFP24002301 P03 1706 NE 24th St Renton WA 98056 USA 15 151313 1010NE 24TH ST NE 23RD STJONES AVE NESTOP FLAGGER W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROAD WORKAHEAD W20-1STOP FLAGGERW20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1W20-7A W20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1 14 14 STOP FLAGGER FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREASTOP FLAGGER 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 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jaber Tofan 206-406-8460 Jaber.tofan@pse.com 2 OF 111017 N 30TH ST Renton WA 98056 0 11925049 03/05/2024 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 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jaber Tofan Card No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-7316 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 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, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. 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 MFP24002301 P04 2332 Aberdeen Ave NE Renton WA 98056 USA P05 2324 Aberdeen Ave NE Renton WA 98056 USA P5A 10 101212 121210 10 ALL-WAY STOP1212 10 10 FROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKING STOP W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7ANE 24TH ST NE 24TH ST MONTEREY AVE NEBLAINE AVE NENE 24TH PL ABERDEEN AVE NEABERDEEN AVE NEFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7ASTOPW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7AW20-1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥100'≥ W20-7A Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jaber Tofan 206-406-8460 Jaber.tofan@pse.com 3 OF 111017 N 30TH ST Renton WA 98056 0 11925049 03/05/2024 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 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 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jaber Tofan Card No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-7316 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 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, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. 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 MFP24002301 P04 2332 Aberdeen Ave NE Renton WA 98056 USA P05 2324 Aberdeen Ave NE Renton WA 98056 USA P5A 10 101212 121210 10 ALL-WAY STOP 10 10 W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7ANE 24TH ST NE 24TH ST MONTEREY AVE NEBLAINE AVE NENE 24TH PL ABERDEEN AVE NEABERDEEN AVE NESTOP STOP STOP W20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1 ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥ W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7ASTOP Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jaber Tofan 206-406-8460 Jaber.tofan@pse.com 4 OF 111017 N 30TH ST Renton WA 98056 0 11925049 03/05/2024 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 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 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jaber Tofan Card No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-7316 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 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, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. 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 MFP24002301 2317 Camas Ave NE Renton WA 98056 USAP06BLAINE AVE NE W20-1ROAD WORK AHEAD BE PREPARED TO STOP W3-4100'≥100'≥100'≥W20-7ADAYTON AV NE 1212DAYTON AV NE12121414CAMAS AV NE14141414NE 24TH STNE 24TH ST1414CAMAS AV NEW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7A W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7AW20-1 ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥ W20-7A STO PSTOP DAYTON AV NESTOP STO P Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJaber Tofan206-406-8460Jaber.tofan@pse.com5 OF 111017 N 30TH ST Renton WA 980560 11925049 03/05/2024Notes: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.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 hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, 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:Jaber TofanCard No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-73160'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24002301 P072416 NE 23rd St Renton WA 98056 USAP081717 NE 24TH STNE 24TH ST1414NE 23RD PLNE 23RD STNE 23RD STDAYTON AV NE1212 121212121414NE 24TH STEDMONDS AV NE EDMONDS AV NE DAYTON AV NE 1313 W20-1 ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥ W20-7A W20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7A100'≥STO PSTOP STOPSTOP 1010Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJaber Tofan206-406-8460Jaber.tofan@pse.com6 OF 111017 N 30TH ST Renton WA 980560 11925049 03/05/2024Notes: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.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 hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, 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:Jaber TofanCard No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-73160'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24002301 2416 NE 23rd St Renton WA 98056 USAP081717 NE 24TH STNE 24TH ST1414NE 23RD PLNE 23RD STNE 23RD STDAYTON AV NE1212 121212121414NE 24TH STEDMONDS AV NE EDMONDS AV NE DAYTON AV NE 1313 W20-1 ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥W20-1ROAD WORK AHEAD W20-4ONE LANEROAD AHEAD100'≥100'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7A100'≥STOP 1010STO P 100'≥W20-7AProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJaber Tofan206-406-8460Jaber.tofan@pse.com7 OF 111017 N 30TH ST Renton WA 980560 11925049 03/05/2024Notes: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.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 hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, 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:Jaber TofanCard No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-73160'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24002301 1900 NE 16th St Renton WA 98056 USAP101111 STO PSTOP 100'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥W20-1 ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEAD100'≥100'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥15151515FROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKING 12121313NE 16TH STNE 16TH STNE 16TH STLINCOLN AVE NE STOP W20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AKENNEWICK AVE NE KENNEWICK AVE NE MONTEREY AVE NE MONTEREY AVE NE MONTEREY AVE NEProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJaber Tofan206-406-8460Jaber.tofan@pse.com8 OF 111017 N 30TH ST Renton WA 980560 11925049 03/05/2024Notes: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.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 hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, 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:Jaber TofanCard No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-73160'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24002301 P111402 Kennewick Ave NE Renton WA 98056 USA1401 Lincoln Ave NE Renton WA 98056 USAP12111116161010 1010STOP STO P LINCOLN AVE NE KENNEWICK AVE NE KENNEWICK AVE NE KENNEWICK AVE NE NE 14TH STNE 14TH STNE 14TH STMONTEREY AVE NE MONTEREY AVE NE1313 1313W20-1ROAD WORK AHEAD W20-4ONE LANEROAD AHEAD100'≥100'≥100'≥W20-7AW20-1 ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥ W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥ W20-7A Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJaber Tofan206-406-8460Jaber.tofan@pse.com9 OF 111017 N 30TH ST Renton WA 980560 11925049 03/05/2024Notes: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.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 hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, 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:Jaber TofanCard No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-73160'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24002301 P111402 Kennewick Ave NE Renton WA 98056 USA1401 Lincoln Ave NE Renton WA 98056 USAP12111116161010 1010STOP STOP LINCOLN AVE NE KENNEWICK AVE NE KENNEWICK AVE NE NE 14TH STNE 14TH STNE 14TH STMONTEREY AVE NE MONTEREY AVE NE1313 1313W20-1ROAD WORK AHEAD W20-4ONE LANEROAD AHEAD100'≥100'≥100'≥W20-7AW20-1 ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥ W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥ W20-7A STOP STOP Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJaber Tofan206-406-8460Jaber.tofan@pse.com10 OF 111017 N 30TH ST Renton WA 980560 11925049 03/05/2024Notes: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.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 hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, 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:Jaber TofanCard No. ES2 000434Card Exp. 02/18/2028Jaber.Tofan@pse.com(425)424-73160'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24002301 N Vicinity Map N.T.S. 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 11925049 101164576 N/A 593254043 N/A 594157207 N/A 583075036 N/A N/A N/A 108150582 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 2/26/24 M. WU 858-282-8818 2/26/24 ... M. WU 858-282-8818 2/26/24 N/A RENTON HIG-15 REPL 13 POLES DISTRIBUTION POLE REPLACEMENT 1017 N 30TH ST, RENTON, WA 98056 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164576 AS NOTED 1 OF 5 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST HIG-15 LUMEN . . COMCAST . . RENTON SCHOOL DIST . . . . . E-Mail: Cell Phone: Project Manager Contact Information: Manager:ECHO GOOD 253-325-1522 ECHO.GOOD@PSE.COM ... ... ...101164576No 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. General - Return removed materials to the local storeroom or PSE storeroom. OVERHEAD CONSTRUCTION Poles & Structures - Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the roadside face of the pole. - 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. 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 SITE 4-6 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 HIG-15 REPL 13 POLES DISTRIBUTION POLE REPLACEMENT N 30TH ST 405SITE 1BURNETT AVE NSITE 2 PVT RD NE 24TH ST EDMONDS AVE NESITE 3 NE 23RD PL SITE 7 NE 16TH ST NE 14TH ST SITE 8 NE 27TH PL OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE U-MAPS 2305E017 2305E018 2305E020 2405E127 OH CKT MAPS 2305E040 2405E136 UG CKT MAPS 2305E017 2305E018 2305E020 2405E127 1/4 SECTIONS SW32-T24N-R05E DLC05-T23N-R05E SITE 9 HIGH AVE NE N/A 108154302UG SVC Removal 714-713-3033 4/8/24 MFP24002301 This permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR RESTORATION PER CITY OF RENTON STANDARDS ABCABCN#2ACSR N 28TH PL PVT ROAD #4CUANA(ACCESS) 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) 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 2/26/24 M. WU 858-282-8818 2/26/24 ... M. WU 858-282-8818 2/26/24 N/A RENTON HIG-15 REPL 13 POLES DISTRIBUTION POLE REPLACEMENT 1017 N 30TH ST, RENTON, WA 98056 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164576 AS NOTED 2 OF 5 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST HIG-15 LUMEN . . COMCAST . . RENTON SCHOOL DIST . . . . . ... ... ...101164576 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 319230-166141 40 3 1960 P02 319160-166101 40 4 1960 P03 319026-166349 30 1 1975 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P01 319230-166141 45 H1 P02 319160-166101 45 1 P03 319026-166349 35 3 SITE PLAN 1 1" = 50' SITE PLAN 2 1" = 50' SITE PLAN 3 1" = 50' 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 319230-166141 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#: P01 319230-166141 25kVA 6211250 P02: 319160-166101 (Avg. Span = 172', Angle = 2°) -EX 40' CL 4, 1960 POLE TO BE REPLACED -INST 45' CL 1 (PD451) 6010.1000 -INST 1Ø PTP #4CU (TAN115) 6031.1010 -ROLL NEUT TO COMMON POSITION -TRANSFER 1Ø #4CU PRI & NEUT (E/W) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED P03: 319026-166349 -EX 30' CL 1, 1975 POLE TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -TRANSFER OH TPX SEC -TRANSFER OH TPX SVC -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED P01: 319230-166141 (Avg. Span = 151', Angle = 0°) BRUSH REMOVAL REQ'D -EX 40' CL 3, 1960 POLE TO BE REPLACED -INST 45' CL H1 (PD45H1) 6010.1000 -DEEP SET +1' DUE TO CROSSWIND -INST 3Ø PTP #2ACSR (TAN312) 6033.1010 -ROLL NEUT TO COMMON POSITION -TRANSFER 3Ø #2ACSR PRI & NEUT (E/W) -RM EX RUSTY 25kVA 120/240V XFMR & C/O -INST 25kVA 120/240V XFMR (TRFNXF) 6025.1000; TAP CØ -INST (2) RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER (6) OH TPX SVC'S -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-81 2-129 2-81 2-129 2-81 2-129 714-713-3033 4/8/24 MFP24002301 100T X91025(N) X91026(S)#4CU100T T91027 AØADD500 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) 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 2/26/24 M. WU 858-282-8818 2/26/24 ... M. WU 858-282-8818 2/26/24 N/A RENTON HIG-15 REPL 13 POLES DISTRIBUTION POLE REPLACEMENT 1017 N 30TH ST, RENTON, WA 98056 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164576 AS NOTED 3 OF 5 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST HIG-15 LUMEN . . COMCAST . . RENTON SCHOOL DIST . . . . . ... ... ...101164576 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 P04 318997-166482 45 1 1947 P05 319014-166482 45 2 1958 P06 319015-166532 40 4 1960 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P04 318997-166482 45 3 P05 319014-166482 45 H2 P06 319015-166532 45 2 SITE PLAN 5 1" = 50' P04: 318997-166482 (Avg. Span = 147', Angle = 1°) TREE TRIMMING REQ'D GRID # INCORRECT IN FIELD -EX 45' CL 1, 1947 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 -INST 1Ø PTP #4CU (TAN115) 6031.1010 -TRANSFER 1Ø #4CU PRI & NEUT (N/S) -RM EX RUSTY 25kVA 120/240V XFMR & C/O -INST 25kVA 120/240V XFMR (TRFNXF) 6025.1000 -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER (2) OH TPX SVC'S -RM EX RISER -INST 3" RISER (RIS3CSS) 6042.1000 -TRANSFER 350 UG TPX SVC (W); EXTEND AS REQ'D -ACTUAL 350 UG TPX ADDED L=_________ -ACTUAL TRENCH L=_________ -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 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 318997-166482 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#: P04 318997-166482 25kVA 6211250 P05: 319014-166482 (Avg. Span = 230', Angle = 0°) TREE TRIMMING REQ'D -EX 45' CL 2, 1958 POLE TO BE REPLACED -INST 45' CL H2 (PD45H2) 6010.1000 -DEEP SET +1' DUE TO CROSSWIND -INST 3Ø PTP 1/0ACSR (TAN313) 6033.1012 -TRANSFER 3Ø 1/0ACSR PRI & NEUT (E/W) -INST 1Ø TAP #4CU (LAT115) 6031.5100 -SUB L/I C/O (9999109) FOR LB C/O -FUSE @ 100T (3412700); TAP CØ -INST SW# X91025 -TRANSFER 1Ø #4CU PRI & NEUT (N) -INST 1Ø TAP #4CU (LAT115) 6031.5100 -SUB L/I C/O (9999109) FOR LB C/O -FUSE @ 100T (3412700); TAP AØ -INST SW# X91026 -TRANSFER 1Ø #4CU PRI & NEUT (S) -RM EX RISER -RM IDLE 350 UG TPX SEC; ±35' -CUT AT BASE OF POLE -ACTUAL 350 UG TPX REMOVED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -RETIRE ON WO# 108154302 -INST (2) RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER OH TPX SVC -TRANSFER TRAFFIC LIGHT OH TPX SVC -TRANSFER ST LIGHT (SLAH5446) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED P06: 319015-166532 (Avg. Span = 129', Angle = 0°) -EX 40' CL 4, 1960 POLE TO BE REPLACED -INST 45' CL 2 (PD452) 6010.1000 -INST 3Ø PTP 1/0ACSR (TAN313) 6033.1012 -TRANSFER 3Ø 1/0ACSR PRI & NEUT (E/W) -RM EX 1Ø TERM & C/O -INST 1Ø TERM & L/I C/O (TSU1L1) 6043.1000 -FUSE @ 100T (3412700); TAP AØ -INST SW# T91027 -RM (2) EX RISERS -INST 2" RISER (RIS2CSS) 6042.1000 -TRANSFER 1Ø 1/0AL UG PRI (E); EXTEND AS REQ'D -ACTUAL 1Ø 1/0AL UG PRI ADDED L=_________ BATCH YEAR_________ -ACTUAL TRENCH L=_________ -RM EX RUSTY 37.5kVA 120/240V XFMR & C/O -INST 37.5kVA 120/240V XFMR (TRFPXF) 6025.1000; TAP AØ -TRANSFER OH TPX SVC -INST 3" RISER (RIS3CSS) 6042.1000 -TRANSFER 350 UG TPX SEC (S); EXTEND AS REQ'D -ACTUAL 350 UG TPX ADDED L=_________ -ACTUAL TRENCH L=_________ -TRANSFER ST LIGHT (SLAH5454) 2-302 -RM EX SIDEWALK GUY -INST 3/8" SEC SIDEWALK GUY (GYD3PB) 6013.0180 TO EX ANC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 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 319015-166532 37.5kVA 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 319015-166532 37.5kVA 6211300 SPAN NOTE: P05 TO P5A -RM (1) SPAN OF #4CU NEUTRAL (DOUBLE NEUT) -SEE WIRE REMOVAL TABLE 2-81 2-57 2-45XX 2-24XX 2-129 SITE PLAN 4 1" = 50' 2-81 2-24XX 2-129 2-81 2-24C 2-24C 2-24XR 2-302 2-129 WIRE REMOVAL TABLE Location Pri Sec Wire Size & Type Quantity Length (ft per conductor)RemarksFrom To P05 P5A COMMON NEUT 1 225 Total Feet (COMMON NEUT) Removed 225 2-20A 714-713-3033 4/8/24 MFP24002301 (PRIVATE)ANA#6CU #4ACSR 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) 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 2/26/24 M. WU 858-282-8818 2/26/24 ... M. WU 858-282-8818 2/26/24 N/A RENTON HIG-15 REPL 13 POLES DISTRIBUTION POLE REPLACEMENT 1017 N 30TH ST, RENTON, WA 98056 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164576 AS NOTED 4 OF 5 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST HIG-15 LUMEN . . COMCAST . . RENTON SCHOOL DIST . . . . . ... ... ...101164576New pole at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER TRANSFER Company ID#: Primary phase connected to: Tested Secondary Voltage P09 318823-166587 25kVA 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 P07 318992-166601 40 4 1955 P08 318991-166586 40 5 1960 P09 318823-166587 40 3 1959 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P07 318992-166601 45 3 P08 318991-166586 45 3 P09 318823-166587 45 3 SITE PLAN 7 1" = 50' SITE PLAN 6 1" = 50' P07: 318992-166601 GRID # MISSING IN FIELD -EX 40' CL 4, 1955 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 -INST 1Ø DE #4ACSR (DE2115) 6031.1040 -TRANSFER 1Ø #4ACSR PRI & NEUT (W) -TRANSFER OH TPX SEC -TRANSFER (3) OH TPX SVC -RM EX DG -INST 3/8" PRI & NEUT DG'S (GYD3SA)(GYD3SAN) 6013.0100 TO EX ANC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED MAPS AND RECORDS NOTE (P07): OH SVC TO 2309 EDMONDS AVE NE DOES NOT EXIST IN FIELD P08: 318991-166586 (Avg. Span = 148', Angle = 0°) -EX 40' CL 5, 1960 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 -INST 1Ø PTP #4ACSR (TAN112) 6031.1010 -TRANSFER 1Ø #4ACSR PRI & NEUT (E/W) -RM EX RUSTY 37.5kVA 120/240V XFMR & C/O -INST 37.5kVA 120/240V XFMR (TRFPXF) 6025.1000 -INST RIGID CLEVIS (INDNRC) 6015.1000 -TRANSFER OH TPX SEC -TRANSFER (4) OH TPX SVC -TRANSFER ST LIGHT (SLAH5450) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P08 318991-166586 37.5kVA 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#: P08 318991-166586 37.5kVA 6211300 P09: 318823-166587 (Avg. Span = 128', Angle = 0°) -EX 40' CL 3, 1959 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 -INST 1Ø DBL DE #6U (DDE0115) 6031.1043 -ROLL NEUT TO COMMON POSITION -TRANSFER 1Ø #6CU PRI & NEUT (E/W) -TRANSFER 25kVA 120/240V XFMR -TRANSFER OH TPX SEC -TRANSFER (2) OH TPX SVC'S -TRANSFER ST LIGHT (SLAH4963) 2-302 -RM EX DG -INST 3/8" SEC DG (GYD3SA) 6013.0100 TO EX ANC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED 2-81 2-302 2-129 2-81 2-129 2-81 2-129 714-713-3033 4/8/24 MFP24002301 X91029 X91028 25kVA 120/240V BBBBDESIGNED 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 2/26/24 M. WU 858-282-8818 2/26/24 ... M. WU 858-282-8818 2/26/24 N/A RENTON HIG-15 REPL 13 POLES DISTRIBUTION POLE REPLACEMENT 1017 N 30TH ST, RENTON, WA 98056 ASPLUNDH CONSTRUCTION N/A N/A N/A 101164576 AS NOTED 5 OF 5 KING N/A N/A QCSOKE SEE LIST N/A N/A SEE LIST SEE LIST SEE LIST HIG-15 LUMEN . . COMCAST . . RENTON SCHOOL DIST . . . . . ... ... ... 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)101164576SITE PLAN 8 1" = 50' 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 P10 318766-166409 40 5 1955 P11 318708-166387 40 2 1960 P12 318707-166396 40 3 1962 P13 318922-166321 35 5 1956 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P10 318766-166409 45 3 P11 318708-166387 45 3 P12 318707-166396 45 3 P13 318922-166321 35 3 P10: 318766-166409 (Avg. Span = 144', Angle = 2°) BRUSH REMOVAL REQ'D -EX 40' CL 5, 1955 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 -INST 1Ø PTP #6CU (TAN115) 6031.1010 -ROLL NEUT TO COMMON POSITION -TRANSFER 1Ø #6CU PRI & NEUT (E/W) -INST 1Ø VERT TAP #6CU (LATV115) 6031.5100 -ROLL NEUT TO COMMON POSITION -FUSE @ 40T (3412500) -INST SW# X91028 -TRANSFER 1Ø #6CU PRI & NEUT (S) -INST 25kVA 120/240V XFMR (TRFNXF) 6025.1000 -INST RIGID CLEVIS (INDNRC) 6015.100 -TRANSFER OH TPX SVC -RM EX RISER -INST 3" RISER (RIS3CSS) 6042.1000 -TRANSFER 4/0 UG TPX SVC (N); EXTEND AS REQ'D -ACTUAL 4/0 UG TPX ADDED L=_________ -ACTUAL TRENCH L=_________ -TRANSFER ST LT (SLAH4973) -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 WIRE REMOVAL TABLE Location Pri Sec Wire Size & Type Quantity Length (ft per conductor)RemarksFrom To P10 P10A X #6CU OWS 3 125 Total Feet (#6CU OWS) Removed 375 P11: 318708-166387 (Avg. Span = 129', Angle = 0°) -EX 40' CL 2, 1960 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 -INST 1Ø PTP #4ACSR (TAN112) 6031.1010 -ROLL NEUT TO COMMON POSITION -TRANSFER 1Ø #4ACSR PRI & NEUT (E/W) -RM 1Ø SWITCH C/O -INST 1Ø SLACK SPAN TAP #2ACSR (SSDF172) 6031.5010 -INST 1Ø L/B SWITCH C/O (DLS115L) 6022.1000 -FUSE @ 25T (3412400) -TRANSFER 1Ø #2ACSR PRI & NEUT (N) -TRANSFER OH TPX SEC -TRANSFER ST LT (SLAH4978) -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED P11A: 318717-166387 -EX 40' CL UNK, YR UNK POLE TO REMAIN -RM EX PRI & NEUT DE'S (S) -INST 1Ø SLACK SPAN TAP #2ACSR (SSDF172) 6031.5010 -INST SNGL HELIX ANC (ANDH1) 6012.1000 (L= 10' S) -INST 3/8" PRI & NEUT DG'S (GYD3SA)(GYD3SAN) 6013.0100 TO NEW ANC P12: 318707-166396 (Avg. Span = 108', Angle = 0°) BRUSH REMOVAL REQ'D GRID # MISSING IN FIELD -EX 40' CL 3, 1962 POLE TO BE REPLACED -INST 45' CL 3 (PD453) 6010.1000 -INST 1Ø PTP #4ACSR (TAN112) 6031.1010 -ROLL NEUT TO COMMON POSITION -TRANSFER 1Ø #4ACSR PRI & NEUT (E/W) -RM EX DBL BUSHING 25kVA 120/240V XFMR & C/O -INST 25kVA 120/240V XFMR (TRFNXF) 6025.1000 -TRANSFER OH TP SEC -TRANSFER OH TPX SVC -RM EX RISER -INST 3" RISER (RIS3CSS) 6042.1000 -TRANSFER 4/0 UG TPX SVC (S); EXTEND AS REQ'D -ACTUAL 4/0 UG TPX ADDED L=_________ -ACTUAL TRENCH L=_________ -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P12 318707-166396 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#: P12 318707-166396 25kVA 6211250 P13: 318922-166321 GRID # MISSING IN FIELD -EX 35' CL 5, 1956 TO BE REPLACED -INST 35' CL 3 (PS353) 6010.1100 -TRANSFER OH TPX SEC -TRANSFER OH TPX SVC -RM EX DG -INST 3/8" SEC DG (GYD3SA) 6013.0100 TO EX ANC -TOP POLE ABOVE COMM -REMOVE POLE STUB AFTER COMM HAS TRANSFERRED SITE PLAN 9 1" = 50' CREW NOTE (P13): ACCESS POLE FROM 2021 JONES AVE NE 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#: P10 318766-166409 25kVA 6211250 MAPS AND RECORDS NOTE (P10): SVC TO 1900 NE 16TH ST IS OH IN THE FIELD 2-81 2-24C 2-24XX 2-302 2-129 2-81 2-24C 2-302 2-129 2-81 2-24XX 2-129 2-21 1-8E 2-20A 2-81 2-129 714-713-3033 4/8/24 MFP24002301