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Home My WebLink AboutMFP24001937.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24001937 IVR Number: 24001937 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:04/15/2024Application Date:1823059044Parcel Number: 408 S 7TH ST Permit Type:05/08/2024Issue Date:Franchise Permit Work Class:05/08/2025Expiration Date:Minor Utility Job Number: 101169535Franchise Type:Electric Description: Puget Sound Energy Electric CITY PUBLIC IMPROVEMENT WORK Shifting poles to the North within ROW for cities new sidewalk. Will need to reconnect 2 3 UG services at base of poles. Transfer some existing equipment on poles and replace others that no longer meet standard. Approved lay down locations for new poles located on site plan. 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 101169535 408 S 7th St DUSTIN WELLER 206-379-4347 MFP24001937 8:00AM - 3:00PMMonday - Friday Scott Warlick CED 5/8/2024 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 MORRIS AVE S S 7TH STMOSES LN S SHATTUCK AVE S ONE LANE ROADAHEAD W20-4100'100'100'W20-7AONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7ABEPREPAREDTOSTOPW3-4100'100'100'ROADWORKAHEADW20-1W20-7AROADWORKAHEADW20-1121212121212WHITWORTH LN SP02NEW P03REMOVEONLYONLY 11 11 11 17 20 1818 S 7TH ST1111111111STOP STOP W20-1 ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A STOP 115ROAD WORK AHEAD W20-1BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥ROADWORKAHEADW20-1X'≥X'≥BEPREPAREDTOSTOPW3-4ROADWORKAHEADW20-1X'≥X'≥RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREA405 S 7th St Renton WA 98057 USA0'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com1 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-665811 111111STOPFLAGGER STOPFLAGGER FLAGGER FORDRIVEWAY CONTROLSTOPFLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREAMFP24001937 ONLYMORRIS AVE S S 7TH STMOSES LN SSHATTUCK AVE S1212 12121212WHITWORTH LN S ALLEY TALBOT RD SP04ANEWP04REPLACEONLYONLY1111 11 17 20 181811 11 11 S 7TH ST405 S 7th St Renton WA 98057 USAW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥W20-7AX'≥STOP STOP W20-1 ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-7AX'≥W20-1ROAD WORKAHEAD W20-4ONE LANE ROADAHEADX'≥X'≥STO PRESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com2 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 11 11 11 STO P FLAGGER STOP FLAGGER FLAGGER FORDRIVEWAY CONTROLSTOP FLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREAMFP24001937 ONLYMORRIS AVE S S 7TH STMOSES LN SSHATTUCK AVE S1212 12121212WHITWORTH LN S ALLEY TALBOT RD SONLYONLY1111 111720 1818 11 11 11 S 7TH ST405 S 7th St Renton WA 98057 USAW20-1ROADWORKAHEADX'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥W20-7AX'≥STO P W20-1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥ W20-7A W20-1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-7AX'≥W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥STOPRESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAP06REPLACEW20-7A X'≥ W20-1ROADWORKAHEADX'≥Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com3 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 11 11 11 STO P FLAGGER STOP FLAGGER FLAGGER FORDRIVEWAY CONTROLSTOP FLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREAMFP24001937 ONLYMORRIS AVE S TALBOT RD S12121212 620 S 7th St Renton WA 98057 USA181110BU R N E T T A V S 14var.stop END OF ROADALLEY TALBOT RD SP08REPLACEP10REPLACE181811 11 11 S 7TH STSTOP STOP STOPSTOP 18 18 STO P W2 0 - 1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥ X'≥ X'≥ W2 0 - 7 A W20-1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥ W20-7A W20-1ROAD WORK AHEAD W20-4ONE LANE ROAD AHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com4 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 11 11 11 STO P FLAGGER STOP FLAGGER FLAGGER FORDRIVEWAY CONTROLSTOP FLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREAMFP24001937 ONLYMORRIS AVE S TALBOT RD S1212 1212620 S 7th St Renton WA 98057 USA181110BU R N E T T A V S 14var.stop END OF ROADALLEY TALBOT RD SP11REPLACE181811 11 11 S 7TH STSTO P STOP STOP STO P W2 0 - 1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥ X'≥ X'≥ W2 0 - 7 A W20-1 ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A W20-1ROAD WORK AHEAD BEPREPAR E D TO STOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ABEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADTHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREPEDESTRIAN AND BIKE DIVERSIONFOR SIDEWALK OR WALKWAYCLOSURES SEE PAGE 7.Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com5 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 111111STOPFLAGGER STOPFLAGGER FLAGGER FORDRIVEWAY CONTROLSTOPFLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREAMFP24001937 ONLYMORRIS AVE S TALBOT RD S12121212 620 S 7th St Renton WA 98057 USA181110BU R N E T T A V S 14var.stop END OF ROADALLEY TALBOT RD SP09REPLACE181811 11 11 S 7TH STSTO P STOP STOP W2 0 - 1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥ X'≥ X'≥ W2 0 - 7 A W20-1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥ W20-7A W20-1ROAD WORK AHEAD BEPREPAR E D TO STOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7ABEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW4-119W20-1ROADWORKAHEADW20-1ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RW4-2RX'≥X'≥RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAPEDESTRIAN AND BIKE DIVERSIONFOR SIDEWALK OR WALKWAYCLOSURES SEE PAGE 7.Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com6 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 111111STOPFLAGGER STOPFLAGGER FLAGGER FORDRIVEWAY CONTROLSTOPFLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREAMFP24001937 5'8'Cold Mix5' x 8'steel plate3/4"-1" thick,non-skidmaterialcold mixcold mixnon-skid plateSIDEWALKCLOSEDSIDEWALKCLOSEDCrew will create pedestrian/wheelchair ADA compliant rampsand assist pedestrians aroundwork area.TYPICAL CONFIGURATIONFOR PEDESTRIAN AND BIKEDIVERSION FOR SIDEWALK ORWALKWAY CLOSURES (OUTSIDE)5' MiniumumCrew will create pedestrian/wheelchair compliant rampsand assist pedestrians aroundwork area.Add additional conesfor safetySIDEWALKCLOSEDR9-9SIDEWALKCLOSEDR9-9 TYPICAL CONFIGURATIONFOR PEDESTRIAN AND BIKEDIVERSION FOR SIDEWALK ORWALKWAY CLOSURES (INSIDE)curb fa ceLevel Landingfrom Sidewalk to curb edgenon-skid materialLevel Landingfrom Ramp ontostreet surfacenon-skid materialRamp Surface ADA compliant (12:1 slope)non-skid material (crew will assist)Stabilized material forfull ramp support12:1 slope4' M in imum 6" Min ADA compliantdetectable stripProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com7 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024LEGEND28" 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:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-6658SIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24001937 N Vicinity Map 101169535UNIVERSAL CIRCUIT MAP SCALE: NONE 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. 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. SCALE: NONE OVERHEAD CIRCUIT MAP No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" S 7TH ST CORRIDOR IMPROVEMENTS POLE RELOCATION PSE CAPITAL PROJECT GENERAL SPECIFICATIONS Scope of Work PSE project to relocate existing utility poles to the north to accommodate new sidewalk facilities. General -All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. -Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removed daily. -Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. -Return all streetlights, area lights and floodlights to Sumner yard. Preconstruction - Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. - All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. - Notify customers of all outages 48 hours in advance. Work Drawings & Documents - Field design changes shall be approved by PSE Project Manager or Engineer. - Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of worksketch. - Return one Foreman's copy of worksketch to Project Manager at completion of job. - When permits are required, a copy shall be available on work site at all times. Safety - Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements. - Refer to PSE standards 6275.9050 for personal protective grounding requirements. - Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. - Proper line clearances shall be taken at the beginning, and released at the end, of each work day, or as otherwise instructed by the System Operator. - Provide signs, barricades, and traffic control in conformance with permit regulations. - Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. - Maintain traffic flow as required by permitting agency. Erosion & Sediment Control - Refer to PSE standards 0150.3200 for minimum requirements. - Comply with all requirements of permitting agency. - Installed erosion & sediment devices shall be maintained until vegetation has been re-established or disturbed soil has been otherwise permanently stabilized. Joint Facilities - Coordinate with Communication Companies for transfers. OVERHEAD CONSTRUCTION Poles & Structures - Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the center 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. - Use 397 AAC and Ampact connectors for all bare conductor feeder jumpers and 600 amp switch jumpers. Install tree wire conductor for jumpers on all poles that are double deadended with tree wire. - 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. - If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB) shall be installed around the conduits to a depth of six inches above and to the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140. Vaults & Handholes - Refer to PSE standard 6775.0040 “Vault and Handhole Installation” - Vaults shall be placed level and 2” above final grade in landscaped areas and flush with final grade when placed in hard surface areas. - A minimum 6” bed of 5/8” crushed rock shall be placed under all vaults. - All conduit entrances shall be grouted. Conductors & Conduit - Refer to PSE standard 6800.6000 “PVC Conduit Installation”. - Unless splices are called for, or otherwise noted or approved, conduit risers shall be plumbed directly to road crossing conduits. - Install insulating caps on all unused primary bushings. - All “spare” conduits shall be capped at each end. Owner / Developer Contact Info officeATTN: City of Renton 1055 S Grady Way Renton, WA 98057 Keith Woolley (425) 430-7318PHONE CABLE TV 11964368 101169535 N/A 583075500 N/A 584.... N/A N/A N/A 108152096 PROJECT PHASE PWR NOTIF#ORDER# Superior UG Expense Removal OH Expense 593255189 594.... UG Expense OH Expense E-Mail: Cell Phone: Project Manager Contact Information: Manager:Dustin Weller (206) 379-4347 Dustin.Weller@pse.com 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 Dustin Weller (206) 379-4347 12/07/23 David Santiago (425) 738-8705 12/07/23 N/A N/A N/A Ally Melin (360) 402-4754 12/07/23 REQUIRED RENTON S 7TH ST CORRIDOR IMPROVEMENTS Pole Relocation S 7th ST, Renton, WA 98057 N/A N/A N/A 101169535 AS NOTED 1 / 3 KING N/A N/A CSPFEPI S18 T23 R05E N/A N/A 2305E072 2305E076 2305E072 GRA-15 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 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 PREL I M I N A R Y NOT F O R C O N S T R U C T I O N JOBSITE JOBSITE JOBSITE POTELCO MFP24001937 101+00 102+00 103+00 104+00 105+00 106+00 107+00 603-639 408 631 633 637 405 415 632 626636 TRANSFER EXISTING SECONDARY TRANSFER EXISTING SECONDARY TREE TO REMAIN TREE REMOVAL NEEDEDWHITWORTH LN SWHITWORTH LN SMOSES LN SSHATTUCK AVE SS 7TH ST S 7TH ST 636 5'x5' EASEMENT REQUIRED TRANSFER EXISTING SECONDARY TRANSFER EXISTING SECONDARY TRANSFER EXISTING SECONDARY TRANSFER EXISTING #2ACSR AND SECONDARY TRANSFER EXISTING SECONDARY 423 TRANSFER EXISTING TRANSFER EXISTING EXISTING DIRECT BURIED SECONDARY S 7TH ST NEW DIRECT BURIED 4/0 SECONDARY 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 Dustin Weller (206) 379-4347 12/07/23 David Santiago (425) 738-8705 12/07/23 N/A N/A N/A Ally Melin (360) 402-4754 12/07/23 REQUIRED RENTON S 7TH ST CORRIDOR IMPROVEMENTS Pole Relocation S 7th ST, Renton, WA 98057 N/A N/A N/A 101169535 AS NOTED 2 / 3 KING N/A N/A CSPFEPI S18 T23 R05E N/A N/A 2305E072 2305E076 2305E072 GRA-15 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SITE PLAN SCALE: 1"=20' POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P02 317597-165925 45 1 P04 317597-165946 45 1 P04A 317597-165941 35 1 P06 317594-165954 45 1 POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P03 317595-165928 40 UNK UNK SLAG6972 P04 317594-165945 40 UNK 1988 SLAG6978 P06 317594-165954 40 UNK 1988 New pole at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER TRANSFER Company ID#: Primary phase connected to: Tested Secondary Voltage P04 317594-165945 100 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information P04 317594-165945 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 317594-165945 10 MATCHLINESEE PAGE 3/3AA25kVA 6211250 SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE Assumed Lot Corner CONDUIT ASBUILT INFORMATION SIZE LENGTH Design (ft) SIZE LENGTH Design (ft) BENDS Foreman - Complete FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°Actual Amount Installed (Conduit & Cable) SP1 P06 RE-ROUTE EXISTING SECONDARY CABLE UP NEW POLE SITE SPECIFIC NOTES: P02 (317597-165925) NEW - INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000 - INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000 - INSTALL (1) 3/8" PRIMARY DOWN GUY WEST (GYD7SA) 6013.0100 - INSTALL (1) 3/8" NEUTRAL DOWN GUY WEST (GYD3SAN) 6013.0100 - INSTALL (1) 10" SINGLE HELIX ANCHOR WEST, L = 4' (ANDH1) 6012.1000 - TRANSFER EXISTING ST. LIGHT FROM P03 (SLAG6972) P04 (317597-165946) RELOCATE - INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000 - INSTALL 12 kV 3-PHASE, TANGENT DE 2 ACSR (DE2315) 6033.1040 - INSTALL (1) 7/16" PRIMARY DOWN GUY WEST (GYD7SA) 6013.0100 - INSTALL (1) 3/8" NEUTRAL DOWN GUY WEST (GYD3SAN) 6013.0100 - INSTALL (1) 20" PLATE ANCHOR WEST, L=20' (ANDP20) 6012.1000 - REMOVE EXISTING 10kVA 120/240V TRANSFORMER FROM OLD POLE - INSTALL NEW 25kVA 120/240V TRANSFORMER (TRFNXF) 6025.1000 - TRANSFER EXISTING 100kVA 120/240V TRANSFORMER FROM OLD POLE - TRANSFER EXISTING ST. LIGHT FROM P04 (SLAG6978) - OLD POLE TO BE REMOVED P04A (317597-165941) NEW - INSTALL NEW 35' CL1 POLE AS STAKED - INSTALL NEW 4/0 SECONDARY TRIPLEX FROM THE EAST - INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000 - TRANSFER EXISTING SERVICES TO HSE "636" AND "408" P06 (317594-165954) REPLACE - INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000 - INSTALL 12 kV 3-PHASE, DBL WING #2 ACSR (TADW312) 6033.4020 - INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000 - INSTALL (1) 3" RISER ASSEMBLIES (RIS3CSS) 6042.1000 - OLD POLE TO BE REMOVED SP1 - SPLICE ONTO EXISTING SECONDARY CABLE AND RE-ROUTE TO NEW POLE P06 2-23 2-302 2-23 2-24 2-24 2-302 2-23 WIRE REMOVAL TABLE Location Wire Size & Type Quantity Length (per conductor)RemarksFromTo P03 P04 SPAN GUY 164 Total Feet (Wire Size & Type) Removed 2-129 2-129 2-129 UG CABLE DIAGRAM NOT TO SCALE WIRE STRINGING PRIMARY & SECONDARY Location Pri Sec Wire Size & Type Quantity Length (Per conductor)Total ActualFromTo P04 P04A X 4/0 TRIPLEX 482-20A 2-20A 2-23 MFP24001937 EXISTING DIRECT BURIED SECONDARY NEW DIRECT BURIED 4/0 SECONDARY TALBOT RD SSMITHERS AVE S107+00 108+00 109+00 110+00 110+58 300+00 301+ 0 0 302+00401+00400+00 201+00201+63 628 622 632 623 627 629 633642 629 621 633 JTRANSFER EXISTING #2ACSR INSTALL NEW 397.5 MCMAAC AND REMOVE SPAN GUY TRANSFER EXISTING #2ACSR AND SECONDARY TRANSFER EXISTING 397.5 MCMAACMORRIS AVE SSMITHERS AVE SS 7TH ST BURNETT AVE STRANSFER EXISTING #2ACSR TRANSFER EXISTING SECONDARY TRANSFER EXISTING SECONDARY TRANSFER EXISTING SECONDARY TRANSFER EXISTING #2ACSR TRANSFER EXISTING #2ACSR TRANSFER EXISTING 397.5 MCMAAC AND SECONDARY 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 Dustin Weller (206) 379-4347 12/07/23 David Santiago (425) 738-8705 12/07/23 N/A N/A N/A Ally Melin (360) 402-4754 12/07/23 REQUIRED RENTON S 7TH ST CORRIDOR IMPROVEMENTS Pole Relocation S 7th ST, Renton, WA 98057 N/A N/A N/A 101169535 AS NOTED 3 / 3 KING N/A N/A CSPFEPI S18 T23 R05E N/A N/A 2305E072 2305E076 2305E072 GRA-15 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SITE PLAN SCALE: 1"=20' POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P08 317594-165965 45 1 P09 317589-165987 45 1 P10 317594-165977 45 1 P11 317594-165989 45 1 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 P08 317594-165965 40 UNK 1962 SLAG6977 P09 317589-165987 35 3 2022 P10 317594-165977 40 UNK 1980 P11 317594-165989 40 UNK 1962 SLAG6976 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information P11 317594-165989Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P11 317594-165989 25MATCHLINESEE PAGE 2/3AA37kVA 6211300 SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE Assumed Lot Corner CONDUIT ASBUILT INFORMATION SIZE LENGTH Design (ft) SIZE LENGTH Design (ft) BENDS Foreman - Complete FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°Actual Amount Installed (Conduit & Cable) SP2 P11 RE-ROUTE EXISTING SECONDARY CABLE UP NEW POLE SITE SPECIFIC NOTES: P08 (317594-165965) REPLACE - INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000 - INSTALL (2) 12 kV 3-PHASE, DBL DE WINGARM #2 ACSR (DDW312) 6033.4024 - INSTALL NEUTRAL IN THE COMMON POSITION - TRANSFER EXISTING ST. LIGHT FROM P08 (SLAG6977) - TRANSFER EXISTING SERVICE TO "642" - OLD POLE TO BE REMOVED P09 (317589-165987) REPLACE - INSTALL NEW 45' CL1 POLE AS STAKED - 12kV 3-PHASE, TANGENT DE 397 AAC (DE3315) 6033.1042 - INSTALL (2) 7/16" PRIMARY DOWN GUY SOUTH (GYD7SA) 6013.0100 - INSTALL (1) 3/8" NEUTRAL DOWN GUY SOUTH (GYD3SAN) 6013.0100 - INSTALL (1) TRIPLE HELIX 1.5" ROD SOUTH, L=20' (ANDH3) 6012.1000 P10 (317594-165977) REPLACE - INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000 - INSTALL (1) 12kVA 3-PHASE, SGL WING #2ACSR (TASW312) 6033.4010 - INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000 - INSTALL (2) 7/16" PRIMARY DOWN GUY WEST (GYD7SA) 6013.0100 - INSTALL (1) TRIPLE HELIX 1.5" ROD SOUTH, L=10' (ANDH3) 6012.1000 - REMOVE EXISTING 15kVA 120/240V TRANSFORMER FROM OLD POLE - TRANSFER (3) SOLID BLADE SWITCHES (X2297) - OLD POLE TO BE REMOVED SP2 -SPLICE ONTO EXISTING SECONDARY CABLE AND RE-ROUTE TO NEW POLE P11 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P10 317594-165977 15 WIRE STRINGING PRIMARY & SECONDARY Location Pri Sec Wire Size & Type Quantity Length (Per conductor)Total ActualFromTo P10 P11 X 4/0 TRIPLEX 1 140 140 P11 P12 X 4/0 TRIPLEX 1 225 225 P11 P09 X 397.5 MCMAAC W/ 4/0 NEUTRAL 4 85 340 2-23 2-302 2-23 2-23 2-24 P11 (317594-165989) REPLACE - INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000 - INSTALL (2) 12 kV 3-PHASE, DBL WING 397 AAC (TADW313) 6033.4022 - INSTALL (2) 3/8" OH W/HELI GRIP WEST (GYD3OW) 6013.0170 - INSTALL 3-PHASE TAP NORTH (LAT315) 6033.5100 - INSTALL LI C/O'S FUSE @ 100T - INSTALL SWITCH # X91891 - INSTALL 3-PHASE #2ACSR TAP WEST (LAT312) 6033.5100 - INSTALL LI C/O'S, FUSE @ 65T - INSTALL SWITCH # X91890 - REMOVE EXISTING 15kVA 120/240V TRANSFORMER FROM OLD POLE - INSTALL NEW 37kVA 120/240V TRANSFORMER (TRFPXF) 6025.1000 - TRANSFER EXISTING ST. LIGHT FROM P11 (SLAG6976) - INSTALL (1) 3" RISER ASSEMBLIES (RIS3CSS) 6042.1000 - OLD POLE TO BE REMOVED 2-23 2-24 2-302 2-24 UG CABLE DIAGRAM NOT TO SCALE WIRE REMOVAL TABLE Location Wire Size & Type Quantity Length (per conductor)RemarksFromTo P11 P09 SPAN GUY 75 Total Feet (Wire Size & Type) Removed 2-20A 2-129 2-129 2-129 2-129 2-20A 2-20A 2-15 MFP24001937 MFP24001937 Approved lay down locations for new poles