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Home My WebLink AboutMFP24000534.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP24000534 IVR Number: 24000534 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:02/05/2024Application Date:1463400045Parcel Number: 13609 156TH AVE SE Permit Type:04/15/2024Issue Date:Franchise Permit Work Class:04/15/2025Expiration Date:Major Utility Job Number: 101185053Franchise Type:Electric Description: Puget Sound Energy Electric Open trench in R/W from P05 to Lot 1. Open trench in R/W from Lot 6 to P01. Install pole at P03 and relocate P7A with new pole. HS CUTS ANTICIPATED, APPROX 2263 FT TOTAL. 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 101158053 13609 156TH AVE SE RANDY BLACKIE 425-457-2614 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 13609 156th Ave SE Renton WA 98059 USA1515 12 12 156TH AVE SESE 2ND PL 11 P02 15151212 SE 2ND PL 156TH AVE SESTOP STOP 111111W20-1ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RX'≥X'≥X'≥ W20-7A 121112 STOP STOP W20-1ROADWORK AHEAD CENTER LANECLOSED AHEAD W9-3X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW4-119W20-1ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RX'≥X'≥X'≥W20-7ACONETOPPERN SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Jason Bisenius 425-424-7316 jason.bisenius@pse.com 1 OF 613609 156TH AVE SE, RENTON, WA 98059 1 513871344 03/11/2024 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 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'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP TRENCH TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316 MFP24000534 13609 156th Ave SE Renton WA 98059 USA1515 12 12 156TH AVE SESE 2ND PL 11 P02 SE 2ND PL 156TH AVE SESTOP STOP 111111W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥ W20-7A 121112 STOP W20-1ROAD WORKAHEAD CENTER LANE CLOSEDAHEAD W9-3X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AP07 P7A P01 E03 12 12W20-1ROADWORKAHEADCENTER LANECLOSEDAHEADW9-3X'≥X'≥X'≥W20-7ACONETOPPERW4-119STOP 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'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP TRENCH TEMPORARY TRAFFIC CONTROL PLAN 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 Jason Bisenius 425-424-7316 jason.bisenius@pse.com 2 OF 613609 156TH AVE SE, RENTON, WA 98059 1 513871344 03/11/2024 Puget Sound Energy Traffic Control Supervisor: Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316 MFP24000534 13609 156th Ave SE Renton WA 98059 USA1515 12 12 156TH AVE SESE 2ND PL 11 P02 1515SE 2ND PL 156TH AVE SESTOP STOP 111111W20-1ROADWORKAHEADCENTER LANECLOSEDAHEADW9-3X'≥X'≥X'≥ W20-7A 121112 STOP STOP W20-1ROADWORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4 X'≥X'≥X'≥W20-7AE02 12 12W20-1ROADWORKAHEADCENTER LANECLOSEDAHEADW9-3X'≥X'≥X'≥W20-7ANotes: 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'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP TRENCH TEMPORARY TRAFFIC CONTROL PLAN 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 Jason Bisenius 425-424-7316 jason.bisenius@pse.com 3 OF 613609 156TH AVE SE, RENTON, WA 98059 1 513871344 03/11/2024 Puget Sound Energy Traffic Control Supervisor: Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316 MFP24000534 13609 156th Ave SE Renton WA 98059 USA1515 12 12 156TH AVE SESE 2ND PL 11 P02 1515SE 2ND PL 156TH AVE SESTOP STOP 111111W20-1ROADWORKAHEADCENTER LANECLOSEDAHEADW9-3X'≥X'≥X'≥ W20-7A 121112 STOP STOP W20-1ROAD WORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4 X'≥X'≥X'≥W20-7AE02 12 12W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AP07 P7A P01 E03 CONETOPPERNotes: 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'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP TRENCH TEMPORARY TRAFFIC CONTROL PLAN 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 Jason Bisenius 425-424-7316 jason.bisenius@pse.com 4 OF 613609 156TH AVE SE, RENTON, WA 98059 1 513871344 03/11/2024 Puget Sound Energy Traffic Control Supervisor: Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316 MFP24000534 13609 156th Ave SE Renton WA 98059 USA1515 151512 1310111212 1212156TH AVE SESE 2ND PL101011154TH AVE SESHADOW PLACE SE1111 P041212SE 2ND PLP06156TH AVE SE SE 2ND PLSTOPSTOP STOP SE 2ND PLW20-1ROADWORK AHEAD W20-4ONE LANEROADAHEAD X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7A1515W20-1ROADWORKAHEAD X'≥W20-1ROADWORKAHEADX'≥RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREP05P03NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com5 OF 613609 156TH AVE SE, RENTON, WA 980591 51387134403/11/2024Notes: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:Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316MFP24000534 13609 156th Ave SE Renton WA 98059 USA15151212156TH AVE SESE 2ND PL101011154TH AVE SE P0215151212SE 2ND PL156TH AVE SE P03J01V01IP1STOP 1515SE 2ND PLSTO P 111111 W20-1ROAD WORKAHEAD BEPREPAREDTO STOP W3-4X'≥X'≥X'≥W20-7A121112STOP STOP W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥ W20-7A W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AFLAGGERS SHALL STOP TRAFFICIN ALL DIRECTIONS (SHORT DURATION:APPROX 10 MINUTES) FOR LINE DROP.W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AKEEPR4-7BRIGHTNotes: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 PLANNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com6 OF 613609 156TH AVE SE, RENTON, WA 980591 51387134403/11/2024Puget Sound EnergyTraffic Control Supervisor:Jason BiseniusCard No. ES2 000394Card Exp. 01/31/2028Jason.Bisenius@pse.com(425)424-7316MFP24000534 N Vicinity Map 47.4809, -122.1331 Owner / Developer Contact Info officeATTN: CEDAR RIDGE PLAT LLC 15445 53RD AVE S SUITE 120 TUKWILA, WA 98188 LOU LARSEN 206.431.7970 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) 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. PHONE CABLE TV 513871344 101158053 N/A 108152606 N/A 583075640 N/A 593255588 N/A 594158372 PROJECT PHASE PWR NOTIF#ORDER# Superior Removal OH Transformer OH Modification UG Modification 101158053N/ADESIGNED 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 R. BLACKIE 425.457.2614 . L. WENTLAND .01.30.24 ... A. VASQUEZ .03.30.23 REDT # ( RW-132920 )RENTON CEDAR RIDGE SCH 73 OH TO UG CONVERSION 13609 156TH AVE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A N/A N/A 101158053 AS SHOWN 1 OF 4 KING N/A QCSOKE QCSOKE 14SW-T23N-R05E N/A N/A 2305E055 2306E076 2305E055 MAP-13 COMCAST JAMES COHN 253.569.0636 LUMEN KENNETH LUU 206.346.0144 RIGHT OF WAY FABIANA DODSON 425.462.3281 . . . E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com ... ... ... llarsen@paceng.com SITE CEDAR RIDGE SCHEDULE 73 OH TO UG CONVERSION GENERAL 1. Pre-construction Notify appropriate City or County 48 to 72 hours or as required by permitting agency before starting work on any right-of-way involving a permit. Follow all requirements as outlined by the permitting agency. Locate and mark all underground utilities prior to start of construction. If there is a conflict with the intended trench route as shown on the site plan and existing utilites or obstructions, trench route may need to be moved to opposite side of street. 2. Existing Utilities Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point of crossing. Protect underground utilities during excavation. Use hand excavation methods if necessary to avoid damage. Fabricate and install adequate temporary structures to support and protect underground utilities while exposed during construction. Maintain 6" minimum clearance at crossings between existing utilities and new duct installations. Transition trench or tunnel profile gradually as required at crossings. Maintain 24" minimum separation between new trench or tunnel and parallel existing utilities or as required by the permit agency. In the event of damage to an underground utility, notify Puget Sound Energy at once. Contractor agrees to make work force and resources available at once to Puget Sound Energy or municipal authorities to repair damage at no cost. 3. Work Drawings Maintain on site, in good condition, a complete file of all work drawings. These drawings shall be available at all times to a Puget Sound Energy representative. Corrections and changes made during the job shall be recorded continuously on these drawings. All underground electrical facilities shall have a minimum of 36 inches of cover. Any change must be approved by the PSE engineer or project manager. Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the end of the job. 4. Safety Provide signs, barricades, and traffic control in conformance with local jurisdictions and regulations. Provide flagging and or other vehicle traffic control as needed in conformance with local regulations. (see SPM # 100.4000) Provide adequate signage and protection to traffic during non-working hours. Maintain traffic flow as required by permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and bicycles. Install warning barricades at least every 50 feet along the trench route from the time the trench is opened until the trenching is complete. 5. Existing Systems Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable existing system only to make cutovers and connections as directed by Puget Sound Energy's representative. EARTHWORK See Puget Sound Energy SPM 6800.4050 1. Back hoe, Hand Dug Excavations Paved Surfaces Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow off the edge of paved surface far enough to minimize asphalt disturbance. Repair any blow out areas (where edge has been broken) by sawing. The depth of the trench shall be enough to allow 36" of cover. Backfill material shall be Controlled Density Fill (CDF) cover or select fill (5/8" minus) to meet permit requirements. Unpaved Surfaces Conduit/cable trenches are to be excavated just off the existing road edge or in the shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with the narrowest width bucket practical or plow. Trench shall be deep enough to allow a minimum of 36" of cover over the top most cable. All ditch crossings shall have a minimum of 36" cover from the lowest point within the existing ditch line. Culverts; when installing facilities under a culvert, excavation must be filled with packed crush rock. If any culvert is damaged it will be repaired or replaced in accordance with permitting agency and contractors responsibility. Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes become the property of the contractor immediately upon removal. Remove spoils and wastes promptly to an approved disposal site. Remove spoils containing asphalt or concrete to a disposal site specifically approved for such materials. Provide Puget Sound Energy with a disposal receipt for all spoils. 2. Backfill Unpaved Road Surfaces Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted to 95% density. Backfill for unpaved road sections shall consist of native material compacted to 95% density. At the end of each workday, backfill or plate all trench, remove all spoils and clean roadway surface of large hazardous debris. 3. Surface Restoration Unpaved Surfaces Restore ground surface to original contour. Restore to original condition or better. 4. Landscaping Arrange and perform work to minimize impact to existing landscaping. Restore landscaping that has been disturbed during the course of work, including seeding of banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to avoid sloughing. Leave area in its original state or better at the end of construction. Hand dig if required to prevent damage to tree roots. GENERAL OVERHEAD NOTES: 1. Poles, conductors, devices to be installed per PSE Standards & Specifications. 2. Poles are to be installed or relocated as staked. 3. All new poles set shall be the class indicated on the sketch or better. 4. Install ground plate assembly on all new poles. 5. Install grid numbers on all new and existing poles as shown on sketch. 6. Treat all field-drilled poles with copper Naphthenate wood preservative. 7. Customer/Developer to coordinate between utilities. 8. All new and relocated poles -locations- to be approved by City of Renton. ELECTRICAL 1. Conduit Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC DB120/SCH80 as required by permitting agency. Maintain 36" minimum cover above top conduit at all times. Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top conduit at all times or as required by the permitting agency. Bends shall be made with as long a radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the 4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10' minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and cap conduit to prevent the entry of dirt and moisture. Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs, cut the conduit ahead of kink and splice to new conduit to continue run. 2. Underground Primary Cable Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run with each 3 phase circuit of 750 MCM. Install cable into existing or new conduit systems using approved installation equipment. Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be equipped with instrumentation to continually monitor and record peak tension encountered during a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy. Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations. Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy approved lubricant to cable continually during pulling to reduce pulling tension and to permit future removal. Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment and prevent unnecessary damage to sidewalks. Train and coil cables in vaults as required to form a smooth transition from conduit to termination. If terminations are to be performed by others, coil 15' of cable in vault and cap end. 3. Terminations and Splices Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115- 5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317. Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076. 4. Concrete Vaults Excavate, install base material, and compact base material in accordance with Puget Sound Energy SPM 6775.0040. Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road elevation. Install hillholders as required on sketch or by construction notes. 5. Grounding Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2 copper jumper or to Concrentric neutral at each splice vault location. Minimum grounding requirement is 4 grounds per mile. 6. Existing Underground Primary Cable (if applicable) Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall. Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as required by permitting agency. 7. Traffic Control All traffic control to comply with current specifications in M.U.T.C.D. EX OVERHEAD CIRCUIT MAP 2306E076 SCALE: 6" = 1 MILE LEGEND EXISTING PROPERTY LINE EXISTING UG RISER NEW UG RISER J-BOX NEW TRENCH LINE EXIST. 3Ø WIRE EXISTING CENTER LINE EXISTING CONDUCTOR TO BE REMOVED DISCONNECT - FUSED EXIST. 1Ø WIRE EXISTING RIGHT OF WAY PROPOSED PULL VAULT EXISTING POLE DOWN GUY EXISTING SECONDARY SERVICE LINE DISCONNECT - UNFUSED EXISTING STREETLIGHT NEW POLE PROPOSED PADMOUNT TRANSFORMER EXISTING PADMOUNT TRANSFORMER HANDHOLE DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE, SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS, COMPACTION, ALL HARDSURFACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED), NOTE: No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" xxx WORKZONE 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 R. BLACKIE 425.457.2614 . L. WENTLAND .01.30.24 ... A. VASQUEZ .03.30.23 REDT # ( RW-132920 )RENTON CEDAR RIDGE SCH 73 OH TO UG CONVERSION 13609 156TH AVE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A N/A N/A 101158053 N/A 2 OF 4 KING N/A QCSOKE QCSOKE 14SW-T23N-R05E N/A N/A 2305E055 2306E076 2305E055 MAP-13 COMCAST JAMES COHN 253.569.0636 LUMEN KENNETH LUU 206.346.0144 RIGHT OF WAY FABIANA DODSON 425.462.3281 . . . ... ... ... EX UNDERGROUND CIRCUIT MAP 2305E055 NOT TO SCALE 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) JOINT TRENCH DETAIL Primary-Direct Buried or SCH80 (NTS) Phone & TV Primary Power Cable Direct Buried or in PSE provided Excavated Dirt Pile Final Grade 24" Min 48" Max 18" Backfill for DB 120 Conduit/Direct Buried Cable 4" Min Separation 6" or 12" of sand, 5/8" minus 4" of sand, 5/8" minus, or clean backfill bedding 36" Min Cover ROADSIDE Typical To Excavated Dirt Pile (No Rocks over 10" Diameter) or clean backfill shading DB120 Grade Conduit - A 6" layer of sand, 5/8" minus, or clean shading is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches (No PSE gas) - A 12" layer of sand, 5/8" minus, or clean shading is required when excavated native material contains rocks up to 10" in diameter. CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 3' MIN MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED EQUIPMENT TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF10' 10' 10' 2" Excavation - 19-1/2 cubic yards SIDE VIEW 5'-4"Crushed 6" Rock TOP VIEW 9' 11' 7'-0" 4'-0" 1' 4'-8" VAULT DETAIL @ J01 NOT TO SCALE TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts FRONT FRONTVAULT DETAIL @ V01 NOT TO SCALE JOINT TRENCH DETAIL NOT TO SCALE ROAD SIDE MINIPAD MINIPAD FIELD SIDE VAULT 6" of crushed rock (base for vault) P/L Power Secondary Power Primary Gas 12" Min Horizontal Separation Communications 42" Min 21"1' Feeder 38" 2" 4" Sand Bedding 12" Sand Cover 36" Cover 4" Sand Bedding 42" 6" Additional depth when Feeder is required PSE 10' FRONTAGE EASEMENT 1' TRANSFORMER Final Backfill Initial Backfill Trench Depth 42" - 48" J-BOX CABLE ENTRY DETAIL NOT TO SCALE Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW WORKZONE EX UNIVERSAL MAP 2305E055 NOT TO SCALE WORKZONE SPLICE PIT DETAIL SCALE: NONE #2ACSRABC 13527 #2ACSR CBA336.4ACSR336.4TW#6CU #2ACSR 6304 REMOVE REMOVE C13615 13616 TYPICAL PSE EASEMENT 336.4TW13456 ABC6505 6515ABC CBA336ACSR#2ACSR A6220 6301#4ACSRA6200 FUSE @ 100T (3) SW#T89474 FUSE @ 65T (3) SW#T89475 NEW VD: 2.3% FL: 3.3% EXISTING VD: 0.8% FL: 3.3%FUTURECEDAR RIDGEPLAT W O#105088365FEEDMAP 13 60'NEW 1-6" NEW 1-4" NEW 1-6" NEW 1-4" NEW 1-2" RELOCATE 62' 30' FEED MAP 13 FEEDMAP 13FEEDMAP 13 NEW 1-6" NEW 2-4" NEW 2-6" NEW 1-4" NEW 3-6" NEW 3-4" 1" = 50' 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 R. BLACKIE 425.457.2614 . L. WENTLAND .01.30.24 ... A. VASQUEZ .03.30.23 REDT # ( RW-132920 )RENTON CEDAR RIDGE SCH 73 OH TO UG CONVERSION 13609 156TH AVE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A N/A N/A 101158053 1" = 50'3 OF 4 KING N/A QCSOKE QCSOKE 14SW-T23N-R05E N/A N/A 2305E055 2306E076 2305E055 MAP-13 COMCAST JAMES COHN 253.569.0636 LUMEN KENNETH LUU 206.346.0144 RIGHT OF WAY FABIANA DODSON 425.462.3281 . . . SITE PLAN ... ... ... 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) CIRCUIT FEET REMOVED: 485' CIRCUIT FEET ADDED: 720' SITE SPECIFIC NOTES AT P01 (317819-167905) 50' CL1, 2005 POLE TO REMAIN -INSTALL 3Ø TERM FIBERGLASS ARM W/LOAD INTERRUPTER C/O'S & SURGE ARRESTOR (TSU3L1F) 6043.1000 -(3) STIRRUP (2254100) -ALUM "H" CONNECTOR (2167700) -(3) FUSE @ 100T (3412700) -INSTALL SW# T89474 -INSTALL 4" PRI RISER ON NEW STANDOFF BRACKET (RIS4CSS) 6042.1000 -INSTALL 6" RISER, CAP 10' UP POLE: (7645601, 7642600, 7633600, 7643400) 6042.1000 AT P02 (317828-167907) 50' CL2, 2003 POLE TO REMAIN -REMOVE (3) EX. C/O'S (SW#UNK) & BUCK ARM & STIRRUPS (W) AT P03 (317823-167888) 40' CL3, 1971 -REMOVE EX. 37.5kVA OH TRANSFORMER -REMOVE POLE & ALL PSE FACILITIES AT SP1 -DEVELOPER TO LOCATE, EXCAVATE 4X4 WORK PIT -INTERCEPT EX. 350MCM CABLE -SPLICE AND REROUTE TO V01 IN 3" SCH80 CONDUIT AT P04 (317824-167871) 40' CL3, 1970 -REMOVE 10kVA OH TRANSFORMER -REMOVE POLE & ALL PSE FACILITIES AT P05 (AVG SPAN = 114', ANG = 0°) -INSTALL NEW 45' CL3 POLE (PD453) 6010.1000 -DEVELOPER TO STAKE CENTER OF POLE 1' BEHIND WALK -INSTALL 3Ø FIBERGLASS DEADEND #2 ACSR (DEC0315) 6033.2030 -INSTALL 3Ø TERM W/LOAD INTERRUPTER C/O'S & SURGE ARRESTOR (UTSU3L1) 6043.1001 -(3) STIRRUP (2254000) -ALUM "H" CONNECTOR (2167000) -(3) FUSE @ 65T (3412600) -INSTALL (1) 4" PRI RISER ON NEW STANDOFF BRACKET (RIS4CSS) 6042.1000 -INSTALL 6" RISER, CAP 10' UP POLE: (7645601, 7642600, 7633600, 7643400) 6042.1000 -INSTALL SW# T89475 -INSTALL 3/8" PRI DG TO NEW ANCHOR (GYD7SA) 6013.0100 -INSTALL 3/8" NEUT DG TO NEW ANCHOR (GYD7SAN) 6013.0100 -INSTALL GRID # 317823-167858 AT P06 (317824-167847) 40' CL3, 1971 POLE TO REMAIN AT P07 (317806-167906) 40' CL1, 1956 POLE TO BE RELOCATED ±7' WEST OUT OF NEW CURB LINE -TRANSFER ALL OH PRI. & NEUT. CONDUCTORS TO P7A -TRANSFER OH SEC TPX TO P7A -TRANSFER EX. 15KVA OH XFMR TO P7A -TRANSFER EX. AMI TO P7A -REMOVE POLE AND ALL PSE FACILITIES AT P7A (317806-167906) 45' CL1, 2023 (AVG SPAN=125', ANGLE:1°) -INSTALL NEW 45' CL1 POLE (PD451) 6010.1000 -INSTALL 12 KV 3PH SINGLE WINGARM (TASW313) 6033.4012 -TRANSFER 336.4 ACSR PRI CONDUCTORS FROM P07 -TRANSFER 4/O ACSR NEUT CONDUCTOR FROM P07 -INSTALL/TRANSFER EX. 15KVA OH XFMR FROM P07 - TAP BØ -TRANSFER OH SEC TPX FROM P07 -TRANSFER AMI FROM P07 -TRANSFER ST LIGHT AND SL TAG (SLAF7519) FROM P07 -INSTALL GRID NUMBER 317806-167906 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 317823-167888 37.5kVA 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 317824-167871 10kVA RETIREMENT POLE TABLE SITE # POLE DATA POLE TRANSFERS REMARKS GRID #HEIGHT CLASS YEAR XFMR CO. ID#TOPPED RMVD TEL TV FIBER ST. LIGHT (ADDITIONAL INFORMATION) P03 317823 167888 40'3 1971 COMCAST / LUMEN P04 317824 167871 40'3 1970 COMCAST / LUMEN P07 317806 167906 40'1 1956 COMCAST / LUMEN CROSSING CONDUIT TABLE X-ING # LOCATION POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY X01 P05 LOT 1 4 SCH 80 1 50 ( )'SCL PRIMARY 6 SCH 80 1 50 ( )'SCL FEEDER X02 E01 LOT 6 4 SCH 80 1 50 ( )'WCL FEEDER 6 SCH 80 2 50 ( )'WCL FEEDER X03 E02 LOT 6 4 SCH 80 2 60 ( )'SCL FEEDER 6 SCH 80 1 60 ( )'SCL FEEDER 4" SCH 80 GREY PVC = 220 FT 4" PVC PLUG /CAPS = 8 6" SCH 80 GREY PVC = 210 FT 6" PVC PLUG /CAPS = 8 DEVELOPER TO PROVIDE TYPICAL 10' PSE FRONTAGE EASEMENT FOR OPERATION AND MAINTENANCE OF PSE EQUIPMENT. EASEMENT TO BE CLEAR OF ALL BUILDING OVERHANGS AND FOUNDATION FOOTINGS WIRE/CABLE REMOVAL TABLE Location Pri Sec Wire Size & Type Quantity Length (ft per conductor)RemarksFromTo P02 P05 X #2ACSR 4 485 Total Feet (#2ACSR) Removed 1,940 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 Oil-Filled Equipment Clearances per PSE Std 0700.1500 If the oil-filled equipment is adjacent to… Clearance Requirement Combustible walls or roof (including stucco).10 FT Noncombustible walls, soffits, and roofs (including brick, concrete, steel and stone) providing the side of the transformer facing the wall does not have doors. Materials that pass UBC Std. 2-1 or ASTM E136-79 are considered to be noncombustible. 3 FT Generators, customer-owned transformers, fire sprinkler valves, standpipes, and fire hydrants.6 FT Doors, windows, vents, fire escapes, or other building openings.10 FT The water's edge of a swimming pool or any body of water.15 FT Facilities used to dispense or store LP, hazardous liquids, or fuel.20 FT Individual domestic and irrigation wells. Clearance not required on pole mounted transformers (pole placement still applies as stated in 6450.3000), TUT's installed in sealed vaults, 7200V single-phase padmount transformers 50kva or less, and reduced flammability oil. 100 FT Gas service meter relief vents.3 FT Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P07 317806-167906 15kVA Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P7A 317806-167906 15kVA 6211200 (EX.) POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P05 317823-157858 45'3 2024 PSE Equip # P7A 317806-167906 45'1 2024 PSE Equip # CUSTOMER TO PROVIDE SCH80 FIELD BENDS AS NEEDED FOR BOTH 4" AND 6" CROSSINGS. ABCCBA336.4ACSR#2ACSR336.4TWABC#4ACSRAFUSE @ 100T SW#T89474 FUSE @ 65T SW#T89475 AØADG669 BØADG670 CØADG671 NEW 1/O AL EJI262-AØ EJI263-BØ EJI264-CØ NEW 1/O AL EJI265-BØ NEW 1/O AL EJI259-AØ EJI260-BØ EJI261-CØ TO BE RELOCATEFEEDMAP 13 FEEDMAP 13FEEDMAP 13 FEED MAP 13 FEED MAP 13 NEW 1-6" NEW 1-4" NEW 1-6" NEW 1-4" NEW 1-2" NEW 1-6" NEW 1-4" NEW 1-2" NEW 1-3" 22° 22°45° 22° 22° 90° NEW 1-6" NEW 2-4" NEW 2-6" NEW 1-4" NEW 3-6" NEW 3-4" 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 R. BLACKIE 425.457.2614 . L. WENTLAND .01.30.24 ... A. VASQUEZ .03.30.23 REDT # ( RW-132920 )RENTON CEDAR RIDGE SCH 73 OH TO UG CONVERSION 13609 156TH AVE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A N/A N/A 101158053 N/A 4 OF 4 KING N/A QCSOKE QCSOKE 14SW-T23N-R05E N/A N/A 2305E055 2306E076 2305E055 MAP-13 COMCAST JAMES COHN 253.569.0636 LUMEN KENNETH LUU 206.346.0144 RIGHT OF WAY FABIANA DODSON 425.462.3281 . . . ... ... ... NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)TYPE QTY. DESIGN LENGTH (FT) BENDS PULL (LBS) PULL REV (LBS) CABLE SIZE DESIGN LENGTH (FT) PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED LUBRICANT (Gal.) 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST.ACTUAL P01 J01 4 SCH80 1 50 -1 --103 457 1/0 AL JKT 100 EJI259 EJI260 EJI261 -0.7 J01 V01 2 DB120 1 200 ----85 70 1/0 AL JKT 220 -EJI265 --0.8 J01 P05 4 SCH80 1 410 --2 -798 527 1/0 AL JKT 510 EJI262 EJI263 EJI264 -4.2 P01 P05 6 SCH80 1 450 -1 2 -CONDUIT ONLY ----- E01 E03 4 SCH80 1 165 --2 -CONDUIT ONLY ---- E01 E03 6 SCH80 2 165 --2 -CONDUIT ONLY ---- E02 E03 4 SCH80 2 160 1 ---CONDUIT ONLY ---- E02 E03 6 SCH80 1 160 1 ---CONDUIT ONLY ---- 2" DB120 (FT) & BENDS =200 ----1Ø 1/0 AL JKT TOTAL (FT) =220 TTL (Gal.) = 5.7 4" SCH80 (FT) & BENDS =945 2 1 4 -3Ø 1/0 AL JKT TOTAL (FT) =610 6" SCH80 (FT) & BENDS =940 1 1 6 - 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) NOT TO SCALE NEW CONDUIT DIAGRAM SECONDARY 3" PRIMARY 2" PRIMARY 4" CONDUIT LEGEND VAULT & EQUIPMENT TABLE SITE #GRID # VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) AS-BUILT INFORMATION LB DC FOREMAN: INCLUDE PHASE TAPPED V01 317821 167883 42"x48"x38" Unistrut HH Matid: 7663001 50KVA MP TRF 120/240 Matid: 6247100 1 1 MINU1LR 6045.1010 BØ J01 317821 167903 4'8"x7'x5' w/2-3' Sq Doors Matid: 7663200 J-Box Below Grade w/4-Pos J-Bus x3 Matid: 7625900 7 5 JBOX15L 6055.1030 3Ø ELB10J 6041.1000 CAP (7630600) SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE CONDUIT VOLTAGE ASBUILT INFORMATION SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete FROM TO (1/O,4/O,350)Design (ft)Lot Corner to Meter (ft)(in)Design (ft)90°45°22°11°(Percent)(Percent)Actual Amount Installed Cable Conduit V01 SP1 350 75 -3 70 2 ---2.3 3.3 350 UG Triplex (ft) =75 3" SCH80 & BENDS (ft)=70 2 0 0 0 0.2 TOTAL QTS OF GLUE 0.2 FEEDER 6"