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Home My WebLink AboutMFP24000537.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP24000537 IVR Number: 24000537 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:02/05/2024Application Date:3340404845Parcel Number: 608 SW 12TH ST Permit Type:02/29/2024Issue Date:Franchise Permit Work Class:02/28/2025Expiration Date:Major Utility Job Number: 111027029Franchise Type:Electric Description: Puget Sound Energy Electric TRANSMISSION POLE REPLACEMENT CREW WILL REPLACE 11 TRANSMISSION POLES ALONG SW 12TH ST. 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 111027029 SW 12TH ST & RAINIER - SW 12TH ST & SENECA KEVIN POPICH 253-208-0000 MFP24000537 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 2/29/2024 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 MAPLE AVE SW 317456-165797317450-165764317450-165764SW 12TH STW20-1ROADWORKAHEAD100'100'W20-3ROADCLOSEDAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEAD 181818181313R11-2STREETCLOSEDSTO P THE CREW SHALL CEASEWORK FOR A FLAGGER/SPOTTERTO ESCORT PEDESTRIANSAROUND THE WORK AREANSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVKali-Jamal Collins424-425-6425Kali-jamal.collins@pse.com1 OF 4SW 12th & Rainier - SW 12th St & Seneca St, Renton, WA (Renton)0 1190091607/14/2023Notes: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 between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP24000537 LIND AVE SW MAPLE AVE SW317426-1656801111111111ROAD CLOSEDTOTHRU TRAFFICDETOURR11-4ROAD CLOSEDTOTHRU TRAFFIC DETOUR R11-4W20-1ROAD WORK AHEAD DETOUR AHEAD W20-2100'100'W20-1ROADWORKAHEADDETOURAHEADW20-2100'100'W20-1ROADWORKAHEADDETOURM4-9L DETOUR M4-9LDETOURM9-4R DETOURM9-4R181813131111111112111111111118181211111112W20-1ROADWORKAHEADSW 12TH STS GRADY WAYNotes: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 between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVKali-Jamal Collins424-425-6425Kali-jamal.collins@pse.com2 OF 4SW 12th & Rainier - SW 12th St & Seneca St, Renton, WA (Renton)0 1190091607/14/2023LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYPuget Sound EnergyTraffic Control Supervisor:Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425MFP24000537 SENECA AVE SW LIND AVE SW 317422-1656551111111111W20-1ROADWORKAHEADDETOURAHEADW20-2100'100'11111111W20-1ROADWORKAHEAD141412121211111112121111111211S GRADY WAYROAD CLOSEDTOTHRU TRAFFICDETOURR11-4mainta in 11 ' lane DETOURM9-4R 1313W20-1ROADWORKAHEADW20-1 ROADWORKAHEADW20-1ROAD WORK AHEAD W20-1 ROADWORKAHEADNotes: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 between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVKali-Jamal Collins424-425-6425Kali-jamal.collins@pse.com3 OF 4SW 12th & Rainier - SW 12th St & Seneca St, Renton, WA (Renton)0 1190091607/14/2023LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYPuget Sound EnergyTraffic Control Supervisor:Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425MFP24000537 SW 12TH ST317412-165608317406-165581W20-1ROAD WORK AHEAD DETOUR AHEAD W20-2100'100' SENECA AVE SW 1414W20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEAD W20-1 ROADWORKAHEAD181812111111121211111112S GRADY WAYROAD CLOSEDTOTHRU TRAFFICDETOURR11-4ROAD CLOSEDTOTHRU TRAFFIC DETOUR R11-4DETOURM9-4R DETOURM4-9L DETOUR M4-9LDETOURM9-4RRAYMOND AVE SWNotes: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 between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVKali-Jamal Collins424-425-6425Kali-jamal.collins@pse.com4 OF 4SW 12th & Rainier - SW 12th St & Seneca St, Renton, WA (Renton)0 1190091607/14/2023LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYPuget Sound EnergyTraffic Control Supervisor:Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425MFP24000537 Plotted:6/14/2023@1:01:53 PMP84193111027029.dgnASBUILT TO:THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES CALL (800)424-5555 2 BUSINESS DAYS BEFORE YOU DIG PROJECT PHASE ORDER#POWERNOTIFICATION SUPERIOR CAPITAL REMOVAL EXPENSE "Locates Required" "Outages Required" "Flagging Required" Yes Yes Yes No No No DESCRIPTIONREV#DATE BY 3 2 1 FUNCTION CONTACT PHONE NO DATE PROJECT MGR ENGR-POWER DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING REAL ESTATE/EASEMENT PERMIT FOREMAN (Check Box if Complete) INSTALLED & VERIFIED LOCKED/SECURED CLEAN/SAFE RED-LINED CHANGES PRIMARY RECORDED PHASEFUSE SIZE GRID, CABLE AND SWITCH NUMBERS . FIELD CHANGES ON AS-BUILTS. MATERIAL VERIFIED AND NOTED ON PAPERWORK. TOTAL CABLE NOTED ON AS-BUILT. COMPANY ID #'s IN CORRECT LOCATION ON AS-BUILT. Foreman's Signature Company Employee ID# DEVIATIONS NOTED ON THE AS-BUILT AND THEIR REASON PSE EQUIPMENT & WORK AREA LEFT IN CONDITION. INDICATE CORRECT ON AS-BUILT & VERIFY PROPER . UTILITIES CONTACT PHONE# INCIDENT # SAP ORDER NUMBER JOINT FACILITIES ARRANGEMENTS PAGESCALE REV # INTERNAL USE TLN #COUNTY TSG MAP POWER WK CTR 1/4 SEC OH CIRC MAP UG CIRC MAP U-MAP CIRCUIT NO. 0 11900916 253-294-4103 206-303-7665 253-208-0000 DIST EXPENSE ENGINEERING TRANSMISSION ELECTRIC 111027029111027029 100KING 111027029 108132004 571018629 TALBOT HILL - METRO RENTON (115 KV) T. MOSER J. GROOM K. POPICH 1"=100'/4 RENTON, WA 98057 3&4T-0032507C 2305E074 SEC19 T23 R05E 06/14/23TRANSMISSION DRAWING SOURCE:T-00325 sh 3&4 PRECONSTRUCTION WORK DRAWINGS AND DOCUMENTS SAFETY AT ALL TIMES. - WHEN PERMITS ARE REQUIRED, A COPY SHALL BE AVAILABLE ON WORK SITE COMPLETION OF JOB. - RETURN ONE FOREMAN'S COPY OF WORKSKETCH TO PROJECT MANAGER AT INFORMATION IN RED ON FOREMAN'S COPY OF WORKSKETCH. - MARK ALL FIELD CHANGES, EQUIPMENT ID NUMBERS AND UNDERGROUND CABLE GENERAL NOTES PROJECT NOTES VERT W/ W UG TPLX XMSN XFMR X-FER TERM TEL/TV TAN SW# SW GRDS SWBD S SA SGL SVC R/C REMV REPL RELOC PRI PTP PH OH N NEUT MT LB LATL INST E DWN GUY DDE DA DBL DISC DE C/O CU C/N CL CHG BRKT ANCH VERTICAL WITH WEST UNDERGROUND TRIPLEX TRANSMISSION TRANSFORMER TRANSFER TERMINATION TELEPHONE/TELEVISION TANGENT SWITCH NUMBER SWITCH GROUNDS SWITCH BOARDS SOUTH SINGLE ARM SINGLE SERVICE RIGID CLEVIS REMOVE REPLACE RELOCATE PRIMARY POLE TOP PIN PHASE OVERHEAD NORTH NEUTRAL MOUNT LOADBREAK LATERAL INSTALL EAST DOWN GUY DOUBLE DEADEND DOUBLE ARM DOUBLE DISCONNECT DEADEND CUTOUT COPPER COMMON NEUTRAL CLASS CHANGE BRACKET ANCHOR ABBREVIATION KEYTRANSMISSION SYMBOL LEGEND CONSTRUCTION NOTES LINE CROSSING (PROFILE) STREET LIGHT WITH POLE STREET LIGHT PUSH BRACE SPAN GUY MULTIPLE DOWN GUYS DOWN GUY REMOVED CONDUCTOR NEW CONDUCTOR EXISTING 230KV CONDUCTOR EXISTING 115KV CONDUCTOR EXISTING 55KV CONDUCTOR NEW LATTICE TOWER EXISTING LATTICE TOWER NEW STEEL POLE EXISTING STEEL POLE NEW LAMINATE POLE EXISTING LAMINATE POLE REMOVED POLE NEW POLE EXISTING POLE VICINITY MAP - RETURN ALL STREET LIGHTS, AREA LIGHTS AND FLOODLIGHTS TO PSE. IT IS REMOVED FROM THE POLES. REMOVE ALL UNUSED PINS AND INSULATORS. TO PSE STOREROOM. ALL COPPER SHALL BE COILED AND RETURNED THE DAY - RETURN ALL UNUSED AND REMOVED POLES, TRANSFORMERS AND HARDWARE MATERIALS, EQUIPMENT AND PACKING SHALL BE REMOVED DAILY. - WORK SITES SHALL BE KEPT CLEAR OF DEBRIS AND ALL CONSTRUCTION OF ALL PSE STANDARDS ARE AVAILABLE UPON REQUEST. - ALL WORK IS TO BE COMPLETED PER PSE STANDARDS & PRACTICES. COPIES WITH PERMIT REGULATIONS AND LOCAL TRAFFIC REGULATIONS. - PROVIDE SIGNS, BARRICADES, AND TRAFFIC CONTROL IN CONFORMANCE INSTRUCTED BY THE SYSTEM OPERATOR. RELEASED AT THE END, OF EACH WORK DAY, OR AS OTHERWISE - PROPER LINE CLEARANCES SHALL BE TAKEN AT THE BEGINNING, AND - REFER TO PSE STANDARDS 6275.xxxx FOR SYSTEM GROUND REQUIREMENTS. REFERENCED IN THIS DRAWING. - DESIGN DETAILS AND NOTES SHALL SUPPLEMENT THE STANDARDS ANY AND ALL CONSTRUCTION CHANGES. INFORMATION. THE ENGINEER SHALL HAVE SOLE AUTHORITY TO APPROVE - THE ENGINEER SHALL BE CONTACTED WITH REGARDS TO ALL TECHNICAL FOR WOOD POLES CONSTRUCTION, DWG D-12842 SH 1 OF 1. - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD NOTES PROJECT SCOPE 1 BY THE PROJECT MANAGER. HAVE BEEN SECURED. FINAL NOTIFICATION TO PROCEED SHALL BE GIVEN - WORK SHALL NOT BEGIN UNTIL ALL EASEMENTS AND STREET USE PERMITS "TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL". THE MINIMAL REQUIREMENTS SPECIFIED IN PSE STD 0150.3200 - EROSION CONTROL PROCEDURES SHALL BE USED IN ACCORDANCE WITH - NOTIFY CUSTOMERS OF ALL OUTAGES 48 HOURS IN ADVANCE. IN ADVANCE. SWITCHING SHALL BE SCHEDULED WITH THE LOAD OFFICE A MINIMUM OF 3 WEEKS OPERATIONS A MINIMUM OF 48 HOURS IN ADVANCE. ALL TRANSMISSION SYSTEM - ALL DISTRIBUTION SYSTEM SWITCHING SHALL BE APPROVED BY SYSTEM IN RIGHT-OF-WAY INVOLVING A PERMIT. OR AS REQUIRED BY PERMITTING AGENCY, IN ADVANCE OF STARTING WORK - NOTIFY APPROPRIATE CITY, COUNTY OR DOT AUTHORITIES 48 TO 72 HOURS, DISTRIBUTION SYMBOL LEGEND - SEE 0300.1000 FIGURE 19 FOR ENGINEER: TIFFANY MOSER PHONE: 253-294-4103 - REPLACE 11 BO POLES FOR PSELAKESIDE #1TALBOT HILL - LAKESIDE #2TALBOT HILL - PRESIDENT PARK LAKE TRADITION - TALBOT HILL - CHRISTOPHERTALBOT HILL - O'BRIEN #3SHUFFLETON - O'BRIENO'BRI EN - ASBURYBPA COVIN GTO N - BPA M A PLE VA LLEY #2SCL MAPLE VALLEY - SNO KING#1PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE/Foreign Transmission Station Click to View One Line Diagram Foreign Tran Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_02.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE/Foreign Transmission Station Click to View One Line Diagram Foreign Tran Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_02.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf PSE Transmission SW Sta Click to View One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svf file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdfPSE Tran SW Sta Click to see One Line Diagram file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE/Foreign Transmission Station Click to View One Line Diagram Foreign Tran Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_02.pdf A5 6 T H P L SP NCE4 R R V I O R D R T MESE 149 TH STAWYHUCSOTHG ETAN Y 718T21 N T 1 1 0 ATT D D ELLEYALWPS TPLES S T D A 1 T 74T H PL S L INTERURBAN AVE S MI H P RKUCS 1 S 0VS T NT VL R1 S EOUTHE4SG D E S S S C E3RD Y S 1 34TH S T 3E S T 6N D T A L B O T - S O U T H (S C L) 8 1 S T P L S PRESIDENT 8T069TH AVE SV T 3NSE1SHPL D S I-5 HOV LNVALLEY FWYAI CALI TMB R H TV56TH AVE SSHUFFLETON - O'BRIENHAS E 3 8PD(DE-ENERGI ZED)SPACIFIC HWY STS6RE81ST AVE SEKL H TALBOT HILL - BERRYDAHLE #3V64TH AVE SNS29TH AVE SE31ST AVE S6LIND AVE NWCHOST RD SEN11TH AVE SW T5DA34TH AVE S64TH AVE S3241ST AVE SS140TH AVE SETHEAVE414UHATO58THR 5 E77TH52ND AVE SHR 4 EH57TH AVE S51ST AVE S42ND AVE STW VALLEY HWYAVES40TH AVE SE118TH AVE SE124TH AVE SE59TH AVE S116TH AVE SEV 109TH AVE SE 125TH AVE SESSE140TH AVE SE84TH AVE S128TH AVE SE48TH AVE SSEATAC- BOW LAKES 121ST ST N A E - TALBOT HILL #1 CEDAR N FALL (SCL) BPA MAPLE VALLEY S 168TH ST L ORILLIA STA. SOUTHCENTER CABLE TUKWILA 1 ASBURY (SCL) TALBOT HILL - CABLE STA. RENTON JCT. NELSEN BOW ASBURY S 185TH ST ASBURY -LAKE BOW LAKE S 170TH ST N ES ASBURY (SCL) TALBOT HILL - BPA MAPLE VALLEY BPA MAPLE VALLEY - TALBOT HILL #2 PARK HT ASBURY (SCL) TALBOT HILL - 4 HILL TALBOT HILLS ROLLING S 172ND ST 5H S 188TH ST FALL (SCL) CEDAR T TUKWILA S 188TH ST S 181ST ST S 182ND ST GRADY OLYMPIC RENTON VICTORIA SE 180TH ST EARLINGTON 6TH SE 180TH ST TALBOT HILL - METRO RENTON BOEING LONGACRES RENTON METRO- SE 2ND PL N 4TH ST SE 132ND ST NE 8TH ST S 3RD ST S2ND S 144TH ST S 139TH ST S 144TH ST NE 4TH ST N2DST S 132ND ST S 128TH ST U SW 34TH ST S 37TH PL T WA-599DUWAMISH RIVER AIRPORT WAY S 8 S 133RD ST N S S 148TH ST E BOEING TALBOT HILL - RENTON#2 BOEING RENTON #2 S SE 164TH ST UPLAND DR S 160TH STS 166TH ST S 164TH ST S 162ND ST 1 E 1 S 186TH ST H80T S 160TH ST 14HT D S5T S S 140TH ST SE 184TH LN S 146TH ST S 137TH ST PARK S 184TH ST S 179TH ST S S 124TH ST SE 181ST ST ST T N E S 130TH ST S 137TH ST T SE 184TH PL 0 S S O THST NE 7TH PL S RB SE 158TH ST K S SE 186TH PL 8 S 135TH ST S 143RD ST T142ND AVE SE44TH AVE SRAINI ER AVE N(DE-ENERGIZED)38TH AVE SSMPA C C A R 48TH AVE S DR T S S 129TH PL SE R L 1STST 7 SE 185TH PL S 124TH ST S 133RD ST S31ST AVE S145TH AVE SE117TH AVE SEBENSON RD S105TH PL SEP T N H S NE 4TH PL 5 W SE 163RD ST YKMAIN AVE SDRAYARD405 405 405 5 5 SOUTH SUB #2SCL COVI NGTON - BERRYDALE #1TALBOT HILL - LAKE YOUNGS (SCL)BERRYDALE - BPA MAPLE VALLEY #1 SE 142ND ST SAMMAMISH - ECHO LAKEBPA MAPLE VALLEY - LAKE TRADITION #1 TALBOT HILL - SNO KING#2SCL MAPLE VALLEY - file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Tran Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_02.pdfPSE Tran Sta Click to see One Line Diagram AREA CONSTRUCTION AREA CONSTRUCTION 111027029.dgn 6/14/2023 1:01:53 PM 06/14/2023 06/15/2023 06/20/2023 06/20/2023253-553-6959 MFP24000537 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 Plotted:6/14/2023@1:02:36 PMP84193111027029.dgnASBUILT TO:THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES CALL (800)424-5555 2 BUSINESS DAYS BEFORE YOU DIG PROJECT PHASE ORDER#POWERNOTIFICATION SUPERIOR CAPITAL REMOVAL EXPENSE "Locates Required" "Outages Required" "Flagging Required" Yes Yes Yes No No No DESCRIPTIONREV#DATE BY 3 2 1 FUNCTION CONTACT PHONE NO DATE PROJECT MGR ENGR-POWER DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING REAL ESTATE/EASEMENT PERMIT FOREMAN (Check Box if Complete) INSTALLED & VERIFIED LOCKED/SECURED CLEAN/SAFE RED-LINED CHANGES PRIMARY RECORDED PHASEFUSE SIZE GRID, CABLE AND SWITCH NUMBERS . FIELD CHANGES ON AS-BUILTS. MATERIAL VERIFIED AND NOTED ON PAPERWORK. TOTAL CABLE NOTED ON AS-BUILT. COMPANY ID #'s IN CORRECT LOCATION ON AS-BUILT. Foreman's Signature Company Employee ID# DEVIATIONS NOTED ON THE AS-BUILT AND THEIR REASON PSE EQUIPMENT & WORK AREA LEFT IN CONDITION. INDICATE CORRECT ON AS-BUILT & VERIFY PROPER . UTILITIES CONTACT PHONE# INCIDENT # SAP ORDER NUMBER JOINT FACILITIES ARRANGEMENTS PAGESCALE REV # INTERNAL USE TLN #COUNTY TSG MAP POWER WK CTR 1/4 SEC OH CIRC MAP UG CIRC MAP U-MAP CIRCUIT NO. 0 11900916 253-294-4103 206-303-7665 253-208-0000 DIST EXPENSE ENGINEERING TRANSMISSION ELECTRIC 111027029111027029 100KING 111027029 108132004 571018629 TALBOT HILL - METRO RENTON (115 KV) T. MOSER J. GROOM K. POPICH 1"=100'/4 RENTON, WA 98057 3&4T-0032507C 2305E074 SEC19 T23 R05E 06/14/23TRANSMISSION DRAWING SOURCE:T-00325 sh 3&4 `RT 39°33'1/5 11+18`RT 0°44'1/4 9+141/6 13+51`LT 9°49'1/7 15+84`RT 39°53'1/3 7+13201 204 233 233 11+18 70/1 VT 1/5 9+14 65/H1 HPA 1/4 13+51 65/1 HPA 1/6 15+84 70/1 HPD 1/7 SEE SAG TABLE 1 SHEET 2 4500# NESC MEDIUM RS=289.5' 795 ACSR TERN 7+13 75/1 VT 1/3 2 10015020001"= 100'50PLAN SCALE PROFILE SCALE 1002003004000VERT : 1"= 20' HORIZ : 1"= 200' 03 SHEET SEE 03 SHEET SEE 5+00 10+00 15+00 20+00100 50 0 100 50 0 GUYING TABLE REMARKS ACTION GUYS NO STAKE OR POLE SPAN OR LEAD ACTION FIG DET ANCHORS FIGQTY DESCRIPTION UNIT CONSTRUCTION DESCRIPTION UNIT CONSTRUCTION QTY 6072.1000 STD.PRAC. 1/3 1/7 REMOVE INSTALL REMOVE INSTALL 2 3 1 2 INSTALL INSTALL 1 1 3 3 B B PLATE 24 - 1 IN ROD - ANTP24 PLATE 24 - 1 IN ROD - ANTP24 3/8 SIDE DOWN 8' - GYT3S1 3/8 SIDE DOWN 8' - GYT3S1 3/8 SIDE DOWN 8' - GYT3S1 3/8 SIDE DOWN 8' - GYT3S1 1 1 1 1 55' S 50' S 24.5' NE 20' NE 6073.xxxx STD.PRAC. 0100 0100 0100 0100 1/5 EXIST 48' S 6 3/8 SIDE DOWN 8' - GYT3S1 0100 1 EXIST EXIST EXIST 1 2 1 TRIPLE HELIX 10-12-14 - ANTH3 PLATE 24 - 1 IN ROD - ANTP24 LOG 2 X 10' ROD-3 EYE - ANTL2R 4 C 3 B SPLIT ANCHORS: 3 GUYS TO EACH ANCHOR A2 POLE TABLE STATION TYPE REMARKSACTIONGRID NUMBER 1/4 1/6 1/7 9+14 13+51 15+84 REPLACE REPLACE REPLACE H1 1 1 HPA HPA HPD 6085.1000 6085.1000 6085.1010 21'317404-165887 317416-165852 317430-165835 PRACTICE STANDARD POLE TOP FROM FRAMING DIST.DRILLING SPECIFICATIONS 1025.1400CLASS POLE LENGTH POLE NO STAKE OR POLE FIG 10 FIG 10 FIG 11 65 65 70 100°C 100°C 100°C TEMP DESIGN TRANS GPS 47.46859265 47.46892848 47.46929803 LAT LONG -122.2139911 -122.215576 -122.2163447 1/5 1/3 75°C 75°C EXIST EXIST 75 70 1 1 FIG 13 FIG 13 VT VT 6085.1030 6085.1030 317403-165869 317405-165905 47.4686364 47.46855566 -122.2148125 -122.21317947+13 11+18 REMARKS POLE RETIREMENT TABLE 1/7 1/6 1/4 65 65 70 1 1 1 317430-165835 317416-165852 317404-165887 WISHBONE WISHBONE WISHBONE STAKE NO POLE OR GRID NUMBER CLASS POLE TEL TV FIBER ID NUMBERTRANRMVD 1963 1963 1963 TOPPED RMVD POLE DATA TEMP TRANSFERS ST. LIGHT TRANSFERS LENGTH POLE INSTALLED YEAR SW GRADY WAY & RAINIER AVE S CONDUCTOR NOTES: ADD OR REMOVE CONDUCTOR @ 1/10 AND RESAG FROM 1/4 TO 1/10 TO SATISFY TO SAG TALE 1 MAX STRINGING SAG TABLE 1 # 904 923 945 968 992 1018 1047 1078 1111 1147 1188 4500 5.0 4.9 4.7 4.6 4.5 4.4 4.3 4.2 4.0 3.9 3.8 200 5.9 5.8 5.6 5.5 5.4 5.2 5.1 4.9 4.8 4.6 4.5 218 6.9 6.8 6.6 6.5 6.3 6.1 6.0 5.8 5.6 5.4 5.3 236 8.0 7.8 7.7 7.5 7.3 7.1 6.9 6.7 6.5 6.3 6.1 254 9.2 9.0 8.8 8.6 8.4 8.2 7.9 7.7 7.5 7.2 7.0 272 10.4 10.2 10.0 9.8 9.5 9.3 9.0 8.8 8.5 8.2 7.9 290 11.8 11.5 11.3 11.0 10.7 10.5 10.2 9.9 9.6 9.3 9.0 308 13.2 12.9 12.6 12.3 12.0 11.7 11.4 11.1 10.7 10.4 10.0 326 100 90 80 70 60 50 40 30 20 10 0 SPAN LENGTH IN FEET - SAG IN FEET NESC MEDIUM LOADING, CREEP, R/S = 254 FT 795 ACSR TERN FAHR DEG TEMP LBS TENSION STRUCTURE 1/4 TO STRUCTURE 1/10 DISPLAYED AT 75°C SHUFFLETON - O'BRIEN 115KV 111027029.dgn 6/14/2023 1:02:36 PM 06/14/2023 06/15/2023 06/20/2023 06/20/2023253-553-6959 MFP24000537 Plotted:6/14/2023@1:03:18 PMP84193111027029.dgnASBUILT TO:THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES CALL (800)424-5555 2 BUSINESS DAYS BEFORE YOU DIG PROJECT PHASE ORDER#POWERNOTIFICATION SUPERIOR CAPITAL REMOVAL EXPENSE "Locates Required" "Outages Required" "Flagging Required" Yes Yes Yes No No No DESCRIPTIONREV#DATE BY 3 2 1 FUNCTION CONTACT PHONE NO DATE PROJECT MGR ENGR-POWER DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING REAL ESTATE/EASEMENT PERMIT FOREMAN (Check Box if Complete) INSTALLED & VERIFIED LOCKED/SECURED CLEAN/SAFE RED-LINED CHANGES PRIMARY RECORDED PHASEFUSE SIZE GRID, CABLE AND SWITCH NUMBERS . FIELD CHANGES ON AS-BUILTS. MATERIAL VERIFIED AND NOTED ON PAPERWORK. TOTAL CABLE NOTED ON AS-BUILT. COMPANY ID #'s IN CORRECT LOCATION ON AS-BUILT. Foreman's Signature Company Employee ID# DEVIATIONS NOTED ON THE AS-BUILT AND THEIR REASON PSE EQUIPMENT & WORK AREA LEFT IN CONDITION. INDICATE CORRECT ON AS-BUILT & VERIFY PROPER . UTILITIES CONTACT PHONE# INCIDENT # SAP ORDER NUMBER JOINT FACILITIES ARRANGEMENTS PAGESCALE REV # INTERNAL USE TLN #COUNTY TSG MAP POWER WK CTR 1/4 SEC OH CIRC MAP UG CIRC MAP U-MAP CIRCUIT NO. 0 11900916 253-294-4103 206-303-7665 253-208-0000 DIST EXPENSE ENGINEERING TRANSMISSION ELECTRIC 111027029111027029 100KING 111027029 108132004 571018629 TALBOT HILL - METRO RENTON (115 KV) T. MOSER J. GROOM K. POPICH 1"=100'/4 RENTON, WA 98057 3&4T-0032507C 2305E074 SEC19 T23 R05E 06/14/23TRANSMISSION DRAWING SOURCE:T-00325 sh 3&4 MAPLE AVE SWRAINIER AVE SSW 12TH ST s1/9Ns1/9Ss1/12`LT 9°49'1/7 15+841/8 19+00`LT 38°43'1/9 21+151/10 23+861/11 26+55`LT 9°33'1/12 29+54`RT 9°02'1/13 32+49316 299 295 215 271 269 29+54 65/1 HPA 1/1215+84 70/1 HPD 1/7 19+00 65/H1 HPA 1/8 21+15 80/H2 VT 1/9 23+86 70/H5 TDE 1/10 26+55 65/H1 HPA 1/11 32+49 70/1 HPD 1/13 SAG TABLE 1 SHEET 2 4500# NESC MEDIUM RS=289.5' 795 ACSR TERN SEE SAG TABLE 2 SHEET 3 4500# NESC MEDIUM RS=253.5' 795 ACSR TERN 855# NESC MEDIUM RS=290' #2 ACSR SPARROW 855# NESC MEDIUM RS=294' #2 ACSR SPARROW 855# NESC MEDIUM RS=103' #2 ACSR SPARROW 3 10015020001"= 100'50PLAN SCALE PROFILE SCALE 1002003004000VERT : 1"= 20' HORIZ : 1"= 200' 02 SHEET SEE 02 SHEET SEE 15+00 20+00 25+00 30+00100 50 0 100 50 0 35+0004 SHEET SEE 04 SHEET SEE SW 12TH ST & RAINIER AVE S REMARKS POLE RETIREMENT TABLE 1/13 1/11 1/10 1/9 1/8 65 65 70 80 65 1 1 1 1 1 317426-165680 317443-165738 317450-165764 317456-165797 317444-165809 WISHBONE WISHBONE WISHBONE WISHBONE STAKE NO POLE OR GRID NUMBER CLASS POLE TEL TV FIBER ID NUMBERTRANRMVD 1960 1960 1960 1960 1963 TOPPED RMVD POLE DATA TEMP TRANSFERS ST. LIGHT TRANSFERS LENGTH POLE INSTALLED YEAR GUYING TABLE REMARKS ACTION GUYS NO STAKE OR POLE SPAN OR LEAD ACTION FIG DET ANCHORS FIGQTY DESCRIPTION UNIT CONSTRUCTION DESCRIPTION UNIT CONSTRUCTION QTY 6072.1000 STD.PRAC. 1/9 1/10 1/13 REUSE REUSE REMOVE REMOVE INSTALL 3 3 2 1 2 REUSE 1 2 ATRIPLE HELIX 10-12-14 - ANTH3 3/8 SIDE SPAN 8' - GYT3OS 3/8 SIDE SPAN 8' - GYT3OS 3/8 SIDE DOWN 8' - GYT3S1 3/8 SIDE DOWN 8' - GYT3S1 3/8 SIDE DOWN 8' - GYT3S1 1 1 1 1 1 51.5' SSW 90.5' N 45' E 14' S 14' S 6073.xxxx STD.PRAC. 0170 0170 0100 0100 0100 s1/9N EXIST EXIST 8.5' N 12' N 2 1 7/16 SIDE DOWN 8' - GYT7SI 7/16 STUB DOWN - GYT7SB 0170 0100 2 3 EXIST EXIST 1 1 EXIST 1 EXIST EXIST 1 1 LOG 2 X 10' ROD-3 EYE - ANTL2R TRIPLE HELIX 10-12-14 - ANTH3 SINGLE HELIX 10 - ANTH1 PLATE 24 - 1 IN ROD - ANTP24 PLATE 24 - 1 IN ROD - ANTP24 3 B B3 1 A 4 A C 2 1/12 EXIST EXIST 50' S 28.5' N 3 3 3/8 SIDE SPAN 8' - GYT3OS 7/16 SIDE DOWN 8' - GYT7SI 0100 0170 1 2 s1/12 EXIST EXIST 70' W 79' W 1 2 3/8 SIDE DOWN 8' - GYT3S1 3/8 SIDE DOWN 8' - GYT3S1 0100 0100 1 1 EXIST 1 TRIPLE HELIX 10-12-14 - ANTH3 2 A EXIST 1 PLATE 24 - 1 IN ROD - ANTP24 3 B POLE TABLE STATION TYPE REMARKSACTIONGRID NUMBER 1/8 1/10 1/11 1/13 19+00 21+15 23+86 26+55 32+49 REPLACE REPLACE REPLACE REPLACE H1 H5 H1 1 HPA TDE HPA HPD 6085.1000 6085.1060 6085.1000 6085.1010 27.5' 28.5' 317444-165809 317450-165764 317443-165738 317426-165680 PRACTICE STANDARD POLE TOP FROM FRAMING DIST. DRILLING SPECIFICATIONS 1025.1400CLASS POLE LENGTH POLE NO STAKE OR POLE FIG 10 FIG 17A FIG 10 FIG 11 65 70 65 70 100°C 100°C 100°C 100°C TEMP DESIGN TRANS GPS 47.46967164 47.46974937 47.46957642 47.4690757 LAT LONG -122.2174989 -122.2193511 -122.2204096 -122.2226833 1/9 s1/9N s1/9S 1/12 s1/12S 75°C EXIST EXIST EXIST EXIST 80 80 65 85 1 1 FIG 13 FIG 10 VT STUB STUB HPA STUB 6085.1030 6085.1000 317456-165797 317466-165798 317451-165796 317437-165708 317432-165708 47.46992241 47.46938899 -122.2182859 -122.2215844 STRUCTURE 3/11 SHUFFLETON - O'BRIEN (115KV): STRUCTURE 3/8 SHUFFLETON - O'BRIEN (115KV): 130 29+54 37.5' 22.5' 27.5' 100°C REPLACE H2 1 47.46979097 -122.2183306 47.47017010 -122.2182938 47.46820702 -122.2215990 MAX STRINGING SAG TABLE 2 # 1213 1255 1303 1356 1415 1482 1558 1645 1746 1863 2004 4500 2.4 2.3 2.2 2.1 2.0 1.9 1.8 1.7 1.6 1.5 1.4 160 3.0 2.9 2.8 2.7 2.6 2.5 2.3 2.2 2.1 2.0 1.8 180 3.7 3.6 3.4 3.3 3.2 3.0 2.9 2.7 2.6 2.4 2.2 200 4.5 4.3 4.2 4.0 3.8 3.7 3.5 3.3 3.1 2.9 2.7 220 5.3 5.1 5.0 4.8 4.6 4.4 4.1 3.9 3.7 3.5 3.2 240 6.3 6.0 5.8 5.6 5.4 5.1 4.9 4.6 4.3 4.1 3.8 260 7.3 7.0 6.7 6.5 6.2 5.9 5.6 5.3 5.0 4.7 4.4 280 8.3 8.0 7.7 7.4 7.1 6.8 6.5 6.1 5.8 5.4 5.0 300 100 90 80 70 60 50 40 30 20 10 0 SPAN LENGTH IN FEET - SAG IN FEET NESC MEDIUM LOADING, CREEP, R/S = 267FT 795 ACSR TERN FAHR DEG TEMP LBS TENSION STRUCTURE 1/10 TO STRUCTURE 1/15 2. 1/10 - 1/14 TO SATISFY SAG TABLE 2 1. 1/4-1/10 TO SATISFY SAG TABLE 1 CONDUCTOR NOTES: ADD OR REMOVE CONDUCTOR @ 1/10 AND RESAG: DISPLAYED AT 75°C DISPLAYED AT 0°C DISPLAYED AT 50°C SHUFFLETON - O'BRIEN 115KV 111027029.dgn 6/14/2023 1:03:18 PM 06/14/2023 06/15/2023 06/20/2023 06/20/2023253-553-6959 MFP24000537 Plotted:6/14/2023@1:04:01 PMP84193111027029.dgnASBUILT TO:THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES CALL (800)424-5555 2 BUSINESS DAYS BEFORE YOU DIG PROJECT PHASE ORDER#POWERNOTIFICATION SUPERIOR CAPITAL REMOVAL EXPENSE "Locates Required" "Outages Required" "Flagging Required" Yes Yes Yes No No No DESCRIPTIONREV#DATE BY 3 2 1 FUNCTION CONTACT PHONE NO DATE PROJECT MGR ENGR-POWER DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING REAL ESTATE/EASEMENT PERMIT FOREMAN (Check Box if Complete) INSTALLED & VERIFIED LOCKED/SECURED CLEAN/SAFE RED-LINED CHANGES PRIMARY RECORDED PHASEFUSE SIZE GRID, CABLE AND SWITCH NUMBERS . FIELD CHANGES ON AS-BUILTS. MATERIAL VERIFIED AND NOTED ON PAPERWORK. TOTAL CABLE NOTED ON AS-BUILT. COMPANY ID #'s IN CORRECT LOCATION ON AS-BUILT. Foreman's Signature Company Employee ID# DEVIATIONS NOTED ON THE AS-BUILT AND THEIR REASON PSE EQUIPMENT & WORK AREA LEFT IN CONDITION. INDICATE CORRECT ON AS-BUILT & VERIFY PROPER . UTILITIES CONTACT PHONE# INCIDENT # SAP ORDER NUMBER JOINT FACILITIES ARRANGEMENTS PAGESCALE REV # INTERNAL USE TLN #COUNTY TSG MAP POWER WK CTR 1/4 SEC OH CIRC MAP UG CIRC MAP U-MAP CIRCUIT NO. 0 11900916 253-294-4103 206-303-7665 253-208-0000 DIST EXPENSE ENGINEERING TRANSMISSION ELECTRIC 111027029111027029 100KING 111027029 108132004 571018629 TALBOT HILL - METRO RENTON (115 KV) T. MOSER J. GROOM K. POPICH 1"=100'/4 RENTON, WA 98057 3&4T-0032507C 2305E074 SEC19 T23 R05E 06/14/23TRANSMISSION DRAWING SOURCE:T-00325 sh 3&4 REYMOUND AVE SWSW 12TH ST SENECA AVE SWLIND AVE SWs1/19 Ns1/19 W `RT 9°02'1/13 32+49`RT 0°36'1/14 34+961/15 36+571/16 37+601/17 39+60`LT 0°42'1/18 42+41`LT 65°36'1/19 44+65247 161 103 200 225 281 36+57 65 HPA-C 1/15 37+60 65 HPA-C 1/16 44+65 75/H2 VDE (LA) 1/19 32+49 70/1 HPD 1/13 39+60 65/1 HPA 1/17 42+41 70/1 HPA 1/18 855# NESC MEDIUM RS=290' #2 ACSR SPARROW 855# NESC MEDIUM RS=294' #2 ACSR SPARROW SEE SAG TABLE 2 SHEET 3 4500# NESC MEDIUM RS=253.5' 795 ACSR TERN 855# NESC MEDIUM RS=217' #2 ACSR SPARROW 34+96 65/H1 HPW 1/14 855# NESC MEDIUM RS=UNK #2 ACSR SPARROW 855# NESC MEDIUM RS=103' #2 ACSR SPARROW 855# NESC MEDIUM RS=UNK #2 ACSR SPARROW 4 10015020001"= 100'50PLAN SCALE PROFILE SCALE 1002003004000VERT : 1"= 20' HORIZ : 1"= 200' 03 SHEET SEE 03 SHEET SEE GUYING TABLE REMARKS ACTION GUYS NO STAKE OR POLE SPAN OR LEAD ACTION FIG DET ANCHORS FIGQTY DESCRIPTION UNIT CONSTRUCTION DESCRIPTION UNIT CONSTRUCTION QTY 6072.1000 STD.PRAC. 1/14 REMOVE 1 EXIST 1 2 ATRIPLE HELIX 10-12-14 - ANTH33/8 SIDE DOWN 8' - GYT3S1 147' S 6073.xxxx STD.PRAC. 0100 s1/19W 1/19 EXIST EXIST EXIST 12' W 63.5' N 47' W 3 3 3 3/8 SIDE DOWN 8' - GYT3S1 3/8 SIDE SPAN 8' - GYT3OS 3/8 SIDE SPAN 8' - GYT3OS 0100 0170 0170 1 1 1 EXIST 1 TRIPLE HELIX 10-12-14 - ANTH3 2 A REMARKS POLE RETIREMENT TABLE 1/18 1/17 1/14 65 65 65 1 1 1 317406-165581 317412-165608 317422-165655 WISHBONE WISHBONE WISHBONE STAKE NO POLE OR GRID NUMBER CLASS POLE TEL TV FIBER ID NUMBERTRANRMVD 1964 1964 1989 TOPPED RMVD POLE DATA TEMP TRANSFERS ST. LIGHT TRANSFERS LENGTH POLE INSTALLED YEAR 30+00 35+00 40+00 45+00100 50 0 100 50 0 50+00SW 12TH ST & SENECA AVE SW POLE TABLE STATION TYPE REMARKSACTIONGRID NUMBER 1/14 1/17 1/18 34+96 39+60 42+41 REPLACE REPLACE REPLACE H1 1 1 HPW HPA HPA 6085.1085 6085.1000 6085.1000 317422-165655 317412-165608 317406-165581 PRACTICE STANDARD POLE TOP FROM FRAMING DIST.DRILLING SPECIFICATIONS 1025.1400CLASS POLE LENGTH POLE NO STAKE OR POLE FIG 30 FIG 10 FIG 10 65 65 70 100°C 100°C 100°C TEMP DESIGN TRANS GPS 47.46891442 47.46862079 47.46844329 LAT LONG -122.2236546 -122.2254791 -122.2265858 1/15 1/16 1/19 s1/19N s1/19W EXIST EXIST EXIST75°C 75°C 75°C EXIST EXIST 65 65 75 FIG 13 FIG 10 FIG 10 HPA-C HPA-C VDE (LA) STUB STUB 6085.1040 6085.2000 6085.2000 317418-165637 317415-165626 317402-165560 317402-165565 317402-165543 47.46829379 47.46874937 47.46881403 -122.224288 -122.2246921 -122.2274685 LAMINATED STRUCTURE H2 20' & 22.5' 44+65 37+60 36+57 16.5' 17.5' 1 1 H10 1 36.5 30 -122.227470947.46820702 -122.227650747.46826292 2. PLACE STRUCTURES 1/17 & 1/18 IN TRAVELERS AND EQUALIZE TENSION 1. ADD OR REMOVE CONDUCTOR @1/10 AND RESAG 1/10-1/14 TO SATISFY SAG TABLE 2 CONDUCTOR NOTES: DISPLAYED AT 75°C DISPLAYED AT 0°C DISPLAYED AT 50°C 111027029.dgn 6/14/2023 1:04:01 PM 06/14/2023 06/15/2023 06/20/2023 06/20/2023253-553-6959 MFP24000537