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Home My WebLink AboutMFP23002494.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP23002494 IVR Number: 23002494 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:05/11/2023Application Date:3345700220Parcel Number: 1825 NE 38TH ST Permit Type:06/26/2023Issue Date:Franchise Permit Work Class:06/25/2024Expiration Date:Major Utility Job Number: 101136440Franchise Type:Electric Description: Puget Sound Energy Electric Site Overhead to Underground Conversion (2) Conductor Spans. CREW TO INSTALL NEW POLE AT P1A (319469 166418) AND REMOVE POLE AT P02 (319465 166418). CREW TO TRENCH IN ROW FROM P01A TO P03. Transfer OH conductors to lead pole. Remove OH conductors above trench area. Dimensions of trench: L: 435' S (N) & 105' (W) W: 4', D: 4'. Truck Set up at (5) locations. P01, P1A, P02/V01, P03, J01 and J02. Additional truck parking at P04, P05, P06 & P07 for OH work. P04 shoulder parking, P05 shoulder parking, P06 lane parking, P07 lane parking 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 101136440 1825 NE 38TH ST Randy Blackie 425.457.2614 MFP23002494 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 6/26/2023 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 P01 P1A V01 P03 J02 J01 LINCOLN CT NE NE 38TH ST LINCOLN AVE NELINCOLN AVE NE1010 991313 1414 1010LINCOLN AVE NE1414 STOP FLAGGER STOP FLAGGER PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKW20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORK AHEAD W20-1RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE P02ROADWORKAHEADW20-1 THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA 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 Flaviana Nunes 425-424-7386 flaviana.rodriguesnunes@pse.com 1 OF 81825 NE 38th St, Renton 0 510743155 04/07/2023 Puget Sound Energy Traffic Control Supervisor:Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY VAULTVault TRENCH MFP23002494 P01 P1A V01 P03 J02 J01 LINCOLN CT NE NE 38TH ST LINCOLN AVE NELINCOLN AVE NELINCOLN AVE NE1010 991313 1414 1010LINCOLN AVE NE1414 STOP FLAGGER STOP FLAGGER PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKW20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1P02 W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROAD WORK AHEAD W20-1W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4X'X'X' USE MAXIMUM AVAILABLE SPACE FOR SIGNSSTREETCLOSEDBARRICADER11-2R007-LR007-RS/WCLOSEDR9-9FLAGGERS SHALL STOP TRAFFIC IN ALL DIRECTIONS TO ESCORT PEDESTRIANS AROUND THE WORK AREA CREW SHALL SHIFT CONES AND EQUIPMENT FOR EMERGENCY VEHICLES ACCESS RESIDENT(S) WILL BE INFORMED BY CUSTOMER OUTREACH OF ROAD CLOSURE 10 DAYS IN ADVANCE. Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Flaviana Nunes 425-424-7386 flaviana.rodriguesnunes@pse.com 2 OF 81825 NE 38th St, Renton 0 510743155 04/07/2023 Puget Sound Energy Traffic Control Supervisor:Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. VAULTVault TRENCH MFP23002494 P01 P1A V01 P03 J02 J01 P07 NE 36TH ST LINCOLN CT NE NE 38TH ST LINCOLN AVE NELINCOLN AVE NELINCOLN AVE NELINCOLN AVE NE1616 16161010 991313 1414 1010NE 35TH PL1616P02 STOP FLAGGER STOP FLAGGER STOP FLAGGER PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PAR KW20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4X'X'X' USE MAXIMUM AVAILABLE SPACE FOR SIGNS STOP FLAGGER W20-7A W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORK AHEAD W20-1100'ROADWORKAHEADW20-1S/W CLOSEDR9-9FLAGGERS SHALL STOP TRAFFIC IN ALL DIRECTIONS TO ESCORT PEDESTRIANS AROUND THE WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Flaviana Nunes 425-424-7386 flaviana.rodriguesnunes@pse.com 3 OF 81825 NE 38th St, Renton 0 510743155 04/07/2023 Puget Sound Energy Traffic Control Supervisor:Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. VAULTVault TRENCH MFP23002494 P1A V01 P03 J02 J01 P07 NE 36TH ST LINCOLN CT NE NE 38TH ST LINCOLN AVE NELINCOLN AVE NELINCOLN AVE NE1616 16161010 991313 1414 1010NE 35TH PL1616P02 STOP FLAGGER STOP FLAGGER PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKW20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4X'X'X' USE MAXIMUM AVAILABLE SPACE FOR SIGNS STOP FLAGGER W20-7AW20-4ONE LANE ROADAHEAD100'100'100'ROAD WORK AHEAD W20-1ROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100' 1616LINCOLN AVE NEProject Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Flaviana Nunes 425-424-7386 flaviana.rodriguesnunes@pse.com 4 OF 81825 NE 38th St, Renton 0 510743155 04/07/2023 Puget Sound Energy Traffic Control Supervisor:Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. VAULTVault TRENCH MFP23002494 V01 P03 J02 P07 NE 36TH ST LINCOLN CT NELINCOLN AVE NELINCOLN AVE NELINCOLN AVE NE1616 16161010 991313 NE 35TH PL LINCOLN AVE NE16161616 P02 STOP FLAGGER STOP FLAGGER PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PA R K RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE ROADWORKAHEADW20-1100' STOP FLAGGER W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AW20-4ONE LAN E ROAD AHEAD 100'100'100' ROAD WORK AHEAD W20-1W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Flaviana Nunes 425-424-7386 flaviana.rodriguesnunes@pse.com 5 OF 81825 NE 38th St, Renton 0 510743155 04/07/2023 Puget Sound Energy Traffic Control Supervisor:Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. VAULTVault TRENCH MFP23002494 P04NE 43RD ST 110TH AVE SELINCOLN AVE NE1212151512121312111112 12 PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PA R K SHOULDER WORK W21-5100'100'ROAD WORK AHEAD W20-1100'ROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Flaviana Nunes 425-424-7386 flaviana.rodriguesnunes@pse.com 6 OF 81825 NE 38th St, Renton 0 510743155 04/07/2023 Puget Sound Energy Traffic Control Supervisor:Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. VAULTVault TRENCH MFP23002494 P05 LINCOLN AVE NELINCOLN AVE NE1212 1212 STOP FLAGGER STOP FLAGGER W20-7AW20-4ONE LANE ROADAHEAD100'100'100'ROAD WORK AHEAD W20-1W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Flaviana Nunes 425-424-7386 flaviana.rodriguesnunes@pse.com 7 OF 81825 NE 38th St, Renton 0 510743155 04/07/2023 Puget Sound Energy Traffic Control Supervisor:Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. VAULTVault TRENCH MFP23002494 P06 NE 40TH ST NE 40TH STMON T E R E Y P L N ELINCOLN AVE NELINCOLN AVE NE1414 LINCOLN AVE NE661212 1414 8812121212 1212 STOP FLAGGER STOP FLAGGER STOP FLAGGERW20-7AW20-4ONE LANEROADAHEADX'X'X'ROADWORKAHEADW20-1USE MAXIMUM AVAILABLE SPACE FOR SIGNS W20-7AROAD WORK AHEAD W20-1BE PREPARED TOSTOP W3-4100'100'100'W20-7ABEPREPAREDTOSTOPW3-4X'X'ROADWORKAHEADW20-1100'ROAD WORK AHEAD W20-1100' USE MAXIMUM AVAILABLE SPACE FOR SIGNS Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Flaviana Nunes 425-424-7386 flaviana.rodriguesnunes@pse.com 8 OF 81825 NE 38th St, Renton 0 510743155 04/07/2023 Puget Sound Energy Traffic Control Supervisor:Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 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 between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. VAULTVault TRENCH MFP23002494 N Vicinity Map 47.5252, -122.1937 Owner / Developer Contact Info officeATTN: GILL HOMES, LLC PO BOX 98468 DES MOINES, WA 98198 NAVDEEP S. GILL.253.261.4455 GAS PHONE CABLE TV 101136440 N/A 108128058 N/A 583066599 N/A 593233597 N/A 594142437 N/A 593246377 N/A - N/A - N/A - PROJECT PHASE PWR NOTIF#ORDER# Superior Pole Removal XFMR Removal OH Misc UG Misc System O&M Distribution Service Stubs HP Svc/MSA 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 3.10.21 A.TOLENTINO -8.10.22 --- A.TOLENTINO -8.10.22 REDT # (RW-121253)CITY OF RENTON KP DEVELOPMENT SCH73 SCHEDULE 73 OH-UG CONVERSION - 2 SPANS 1825 NE 38TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101136440 AS SHOWN 1 OF 5 KING 469E -QCSOKE 32NE-T24N-R05E N/A N/A 2405E125 2405E136 2405E125 HAZ-15 COMCAST JAMES COHN 253.569.0636 LUMEN TECH ALEX HARB 206.345.4476 RIGHT OF WAY FABIANA DODSON 425.456.2293 . . . E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com NAVDEEPGILL@MSN.COM 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) PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" x ### ### ### OVERHEAD CIRCUIT MAP (2405E136) - EXISTING 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. LEGEND EXISTING PROPERTY LINE EXISTING UG RISER NEW UG RISER SVC STUB 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 PROPOSED TOTAL UNDERGROUND TRANSFORMER EXISTING TOTAL UNDERGROUND TRANSFORMER HANDHOLE PRIMARY METERING POINT NOTE: 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 HARDSURACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED). x x KP DEVELOPMENT 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 utilities or obstructions, trench route may need to be moved to opposite side of street. Cooperation with Quality Inspector, Puget Sound Energy Contractor, City or County authorities during Pre-construction meeting will determine the final trench route. 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. Provide temporary wiring and connections to maintain existing systems in service during construction; if a scheduled outage is not possible. When work must be performed on energized equipment or circuits, use qualified personnel for such operations. 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. ELECTRICAL 1. Conduit Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" SCH80 PVC direct burial. Maintain 36" minimum cover above top conduit at all times or as required by the permitting agency. 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 un-necessary 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 Concentric 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. 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 JOB SITE 101136440FOREMAN (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. x SCALE: 6" = 1 MILE SITE ELEC LEGEND - PROPOSEDNORMAL OPENN.O. WILL NOT PHASESECONDARYREMOVALPRIMARYOH TPXGAS LEGEND - PROPOSEDCASINGNEW SVC.LP MAINIP MAINHP MAINANODEBOTTOM OUT STOPPERCP TEST STATIONCUT & CAPDRIP (FUSE TIE-IN EXT.)ELBOWGAUGE TEEINLINE TEEIP VALVE LABELPIPE LINE MARKERMETERREDUCERSERVICE TEE STOPPERHVTT (HIGH VOL. TAPPING TEE)POLYVALVETEST LEAD (END OF MAIN)TEST LEAD/TRANSITION FITTINGTWIN SVC STUBSINGLE SVC STUBEFVSVC.TRANSFORMERJ-BOXSWITCHMETERE - MARKERMETERHH/PEDESTALSTUBKEYNOTECONDUITPSE POLEOH SOLID BLADERISER SOLID BLADERISER FUSEDSEC. RISERSPAN GUYDOWN GUYLABELSPOLE REMOVALPSE POLEOH FUSESPLICEFOREIGN POLE1Ø OH/UGTPX.2Ø OH/UG3Ø OH/UGLABELSHH/PEDESTALST LIGHTKEYNOTEJ-BOXXFMRSWITCHCOMBO PM XFMRPULL/SPLICE VAULTCOMBO VAULT XFMRCMB. TUT XFMRCMB. TUT XFMRSPLICE55KV TRANSMISSION115KV TRANSMISSION230KV TRANSMISSIONGAS LEGEND - EXISTINGIP MAINELEC LEGEND - EXISTINGX-ING KEYNOTEST LIGHT LABELQUAD.DUPLEXST LIGHTKEYNOTEKEYNOTEVALVEREDUCERCUT & CAPHVTTB.O. STOPPERSTOPPERSVC TEEBRANCH SADDLEDIST. REGULATORIP VALVELP VALVE 510743155 P04 P05 P06 P07 MFP23002494 This permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR 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 3.10.21 A.TOLENTINO -8.10.22 --- A.TOLENTINO -8.10.22 REDT # (RW-121253)CITY OF RENTON KP DEVELOPMENT SCH73 SCHEDULE 73 OH-UG CONVERSION - 2 SPANS 1825 NE 38TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101136440 AS SHOWN 2 OF 5 KING 469E -QCSOKE 32NE-T24N-R05E N/A N/A 2405E125 2405E136 2405E125 HAZ-15 COMCAST JAMES COHN 253.569.0636 LUMEN TECH ALEX HARB 206.345.4476 RIGHT OF WAY FABIANA DODSON 425.456.2293 . . . 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) ### ### ### UNIVERSAL MAP - EXISTING (2405E125)UNDERGROUND CIRCUIT MAP - EXISTING (2405E125) SCALE: 1" = 100' JOB SITE SCALE: 1" = 100' JOB SITE ELEC LEGEND - PROPOSEDNORMAL OPENN.O. WILL NOT PHASESECONDARYREMOVALPRIMARYOH TPXGAS LEGEND - PROPOSEDCASINGNEW SVC.LP MAINIP MAINHP MAINANODEBOTTOM OUT STOPPERCP TEST STATIONCUT & CAPDRIP (FUSE TIE-IN EXT.)ELBOWGAUGE TEEINLINE TEEIP VALVE LABELPIPE LINE MARKERMETERREDUCERSERVICE TEE STOPPERHVTT (HIGH VOL. TAPPING TEE)POLYVALVETEST LEAD (END OF MAIN)TEST LEAD/TRANSITION FITTINGTWIN SVC STUBSINGLE SVC STUBEFVSVC.TRANSFORMERJ-BOXSWITCHMETERE - MARKERMETERHH/PEDESTALSTUBKEYNOTECONDUITPSE POLEOH SOLID BLADERISER SOLID BLADERISER FUSEDSEC. RISERSPAN GUYDOWN GUYLABELSPOLE REMOVALPSE POLEOH FUSESPLICEFOREIGN POLE1Ø OH/UGTPX.2Ø OH/UG3Ø OH/UGLABELSHH/PEDESTALST LIGHTKEYNOTEJ-BOXXFMRSWITCHCOMBO PM XFMRPULL/SPLICE VAULTCOMBO VAULT XFMRCMB. TUT XFMRCMB. TUT XFMRSPLICE55KV TRANSMISSION115KV TRANSMISSION230KV TRANSMISSIONGAS LEGEND - EXISTINGIP MAINELEC LEGEND - EXISTINGX-ING KEYNOTEST LIGHT LABELQUAD.DUPLEXST LIGHTKEYNOTEKEYNOTEVALVEREDUCERCUT & CAPHVTTB.O. STOPPERSTOPPERSVC TEEBRANCH SADDLEDIST. REGULATORIP VALVELP VALVE MFP23002494 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 3.10.21 A.TOLENTINO -8.10.22 --- A.TOLENTINO -8.10.22 REDT # (RW-121253)CITY OF RENTON KP DEVELOPMENT SCH73 SCHEDULE 73 OH-UG CONVERSION - 2 SPANS 1825 NE 38TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101136440 AS SHOWN 3 OF 5 KING 469E -QCSOKE 32NE-T24N-R05E N/A N/A 2405E125 2405E136 2405E125 HAZ-15 COMCAST JAMES COHN 253.569.0636 LUMEN TECH ALEX HARB 206.345.4476 RIGHT OF WAY FABIANA DODSON 425.456.2293 . . . 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) ### ### ### ELEC LEGEND - PROPOSEDNORMAL OPENN.O. WILL NOT PHASESECONDARYREMOVALPRIMARYOH TPXGAS LEGEND - PROPOSEDCASINGNEW SVC.LP MAINIP MAINHP MAINANODEBOTTOM OUT STOPPERCP TEST STATIONCUT & CAPDRIP (FUSE TIE-IN EXT.)ELBOWGAUGE TEEINLINE TEEIP VALVE LABELPIPE LINE MARKERMETERREDUCERSERVICE TEE STOPPERHVTT (HIGH VOL. TAPPING TEE)POLYVALVETEST LEAD (END OF MAIN)TEST LEAD/TRANSITION FITTINGTWIN SVC STUBSINGLE SVC STUBEFVSVC.TRANSFORMERJ-BOXSWITCHMETERE - MARKERMETERHH/PEDESTALSTUBKEYNOTECONDUITPSE POLEOH SOLID BLADERISER SOLID BLADERISER FUSEDSEC. RISERSPAN GUYDOWN GUYLABELSPOLE REMOVALPSE POLEOH FUSESPLICEFOREIGN POLE1Ø OH/UGTPX.2Ø OH/UG3Ø OH/UGLABELSHH/PEDESTALST LIGHTKEYNOTEJ-BOXXFMRSWITCHCOMBO PM XFMRPULL/SPLICE VAULTCOMBO VAULT XFMRCMB. TUT XFMRCMB. TUT XFMRSPLICE55KV TRANSMISSION115KV TRANSMISSION230KV TRANSMISSIONGAS LEGEND - EXISTINGIP MAINELEC LEGEND - EXISTINGX-ING KEYNOTEST LIGHT LABELQUAD.DUPLEXST LIGHTKEYNOTEKEYNOTEVALVEREDUCERCUT & CAPHVTTB.O. STOPPERSTOPPERSVC TEEBRANCH SADDLEDIST. REGULATORIP VALVELP VALVE J- BOX CABLE ENTRY DETAIL Not to scale CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN 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 NOT TO SCALE TYPICAL POLE WITH RISER DETAIL (P1A, P03) Schedule 80 Bend Ground Line 10' (Overall) Schedule 80 Conduit8' Min. 20' DB 120 Conduit 36" Primary 24" Secondary Note: Schedule 80 conduit shall extend a minimum of 8' above and 12" below ground line. Ground Line Common Neutral 6" Minimum above common neutral. even with the common neutral for secondary. 12 13 10 11 3 5" Min. 5 6 7 1 4 2 CL Climbing Space Climbing Space Direction of Vehicular Traffic 5" Min. Conduit Conduit Clamp Standoff Bracket 15" Min Length Field Face Quadrant Road Face Quadrant JOINT TRENCH DETAIL NOTES: 1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. * 2. Rocks greater than 10 inches diameter are not permitted in the final backfill. 3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line. 4. Utilities shall not be stacked over the gas line in the trench. 5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies. * Alternatives to full-width trench shading require PSE approval. Primary & Secondary-Mainline Gas & Communications (NTS) Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill Gas 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits 6" or 12" Min Sand Shading Over Gas after Compaction 12" Min R/W or Excavated 12" Typical Power Secondary Power TV & TEL 12" Min 12" Min Separation 4,5 1,2 1 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 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 48" 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" Utility Pole Erosion Control UTILITY POLE EROSION CONTROL DETAIL NOT TO SCALE Drainage ditches or Dry vegetated sites TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE TOP VIEW Excavation - 10-1/3 cubic yards SIDE VIEW Rock Crushed 6" 4'-4" 2" 8' 8' 4'-8" 3'-6" 4'-8" 6" 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 Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW TYPICAL NOTCH-OUT FOR TRANSFORMER, NOT TO SCALE & SECONDARY PEDESTAL/HANDHOLE BACK OF EASEMENT STANDARD EASEMENT LINE ROW 10' PL 1' 4' - 5' Min. 1' 7'7' TRANSFORMER (WHEN PRESENT) MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED EQUIPMENT TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF10' 10' 10' 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 Distribution Pole Steel Casing - Material ID (9997493) (P1A) Length 10', Diameter 3', Wall Thickness 0.375 MFP23002494 NE 38TH ST LINCOLN AVE NEJOINT USE DRIVEWAY (ACCESS & UTILITY TRACT LOT 1 LOT 2 LOT 3 LOT 6LOT 7LOT 8 LOT 5 LOT 4 #4CUB#6CU#6CULINCOLN CT NE 'A' FUSE @ 40T SW#:T85194 POLE TO REMAIN BØACG872 30' BØ32896 FEEDHAZ 15 FEEDHAZ 15#6CUSOLID BLADE SW#: T85315 TRANSFER 60' 60'DEDICATED 2' ROW3636 BN B TO BE REMOVED 3613 3617 3621 3616 3601 OH UG UG ST LIGHT 1826 POLE TO REMAIN NEW FUSE @ 65T 'B' 'C' 'D' 'E' 'F' 300A S.B. 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 3.10.21 A.TOLENTINO -8.10.22 --- A.TOLENTINO -8.10.22 REDT # (RW-121253)CITY OF RENTON KP DEVELOPMENT SCH73 SCHEDULE 73 OH-UG CONVERSION - 2 SPANS 1825 NE 38TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101136440 1" - 50'4 OF 5 KING 469E -QCSOKE 32NE-T24N-R05E N/A N/A 2405E125 2405E136 2405E125 HAZ-15 COMCAST JAMES COHN 253.569.0636 LUMEN TECH ALEX HARB 206.345.4476 RIGHT OF WAY FABIANA DODSON 425.456.2293 . . . 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) ### ### ### ELEC LEGEND - PROPOSEDNORMAL OPENN.O. WILL NOT PHASESECONDARYREMOVALPRIMARYOH TPXGAS LEGEND - PROPOSEDCASINGNEW SVC.LP MAINIP MAINHP MAINANODEBOTTOM OUT STOPPERCP TEST STATIONCUT & CAPDRIP (FUSE TIE-IN EXT.)ELBOWGAUGE TEEINLINE TEEIP VALVE LABELPIPE LINE MARKERMETERREDUCERSERVICE TEE STOPPERHVTT (HIGH VOL. TAPPING TEE)POLYVALVETEST LEAD (END OF MAIN)TEST LEAD/TRANSITION FITTINGTWIN SVC STUBSINGLE SVC STUBEFVSVC.TRANSFORMERJ-BOXSWITCHMETERE - MARKERMETERHH/PEDESTALSTUBKEYNOTECONDUITPSE POLEOH SOLID BLADERISER SOLID BLADERISER FUSEDSEC. RISERSPAN GUYDOWN GUYLABELSPOLE REMOVALPSE POLEOH FUSESPLICEFOREIGN POLE1Ø OH/UGTPX.2Ø OH/UG3Ø OH/UGLABELSHH/PEDESTALST LIGHTKEYNOTEJ-BOXXFMRSWITCHCOMBO PM XFMRPULL/SPLICE VAULTCOMBO VAULT XFMRCMB. TUT XFMRCMB. TUT XFMRSPLICE55KV TRANSMISSION115KV TRANSMISSION230KV TRANSMISSIONGAS LEGEND - EXISTINGIP MAINELEC LEGEND - EXISTINGX-ING KEYNOTEST LIGHT LABELQUAD.DUPLEXST LIGHTKEYNOTEKEYNOTEVALVEREDUCERCUT & CAPHVTTB.O. STOPPERSTOPPERSVC TEEBRANCH SADDLEDIST. REGULATORIP VALVELP VALVE Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P02 319465-166418 25kVA CIRCUIT FEET REMOVED: 570 CIRCUIT FEET ADDED: 920 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) P02 319465 166418 40'CL3 1960 LUMEN TECH/ COMCAST 1" - 50' SITE PLAN SITE SPECIFIC NOTES P01 (319495-166420) 45' CL4, 2003 - POLE TO REMAIN (FIELD GRID 319495-166417) P1A - INSTALL 36" CASING (9997493), SET 2' FT BELOW NORMAL POLE SET DEPTH. - INSTALL NEW 55' CL 1 POLE (PD551) 6010.1000, SEE EMBEDMENT METHOD #2 (6450.6100). - INSTALL 12kV 1Ø PRI./NEUT. F.G. ARM DEADEND, (DEC0315) 6033.2030 ALUM "H" CONNECTOR (2167000), DEADENDS (2223000x2) - INSTALL 1Ø TERM ON SINGLE F.G. ARM W/ L.I. C/O & SURGE ARRESTOR (UTSU1L1) - 6043.1001 - INSTALL SOLID BLADE (9999110) - INSTALL STIRRUPS (MID: 2254100) - INSTALL SW#T85315 - INSTALL 2" PRI. RISER ON NEW STANDOFF BRACKETS (RIS2CSS) 6042.1000 - INSTALL 4" PRI. RISER, CAP 10' UP POLE (RIS4CSS) 6042.1000 - INSTALL GRID #319469-166418 P02 - (319465-166418) 1960 40' - CL3 - TO BE REMOVED - REMOVE EX 25kVA TRF & LB CUTOUT - COORDINATE EX. STREET LIGHT SLAR4548 FOR REMOVAL WITH POLE SVC - RETAIN & RE-ROUTE EX. COMMERCIAL ST. LIGHT SVC TO PM V01 - REMOVE POLE AND ALL PSE RELATED FACILITIES P03 (319434-166418) 1957 40' - CL3 - POLE TO REMAIN (FIELD GRID 319495-166420) - INSTALL NEW 12 kV 1Ø (DE0115) 6031.1040 (S) ALUM "H" CONN (2167000), DEADEND (2223000) - INSTALL 12 kV 1Ø TERM, LB, (UTSU1C) 6043.1001 FUSE @ 40T (3412500) - INSTALL SW#T85194 - ROTATE EX. OH XFMR TO SOUTH SIDE OF POLE - INSTALL 4" PARTIAL PRI. RISER ON NEW BRACKETS (RIS4CSS) 6042.1000 - INSTALL 2" PRI. RISER ON NEW STANDOFF BRACKETS (RIS2CSS) 6042.1000 - INSTALL 1 - 3/8" DOWN GUY @ PRIMARY (GYD3SA) 6013.0100 - INSTALL 1 - 3/8" DOWN GUY @ NEUTRAL (GYD3SAN) 6013.0100 - INSTALL 10" SINGLE HELIX (ANDH1) 6012.1000 W/ 8FT LEAD (N) CROSSING CONDUIT TABLE X-ING # LOCATION GAS POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY LOCATION SIZE (IN)TYPE QTY X01 'A''B'ELEC ONLY 4 SCH80 1 50 ( )'WCL PRIMARY 2 1 50 ( )'WCL X02 'B''F'4 40 1 S 2 SCH80 3 100 ( )'SCL GAS MAIN, PRIMARY X03 'C''D'ELEC ONLY 4 SCH80 1 50 ( )'WCL PRIMARY 2 SCH80 1 50 ( )'WCL X04 'D''E'ELEC ONLY 4 SCH80 1 150 ( )'WCL PRIMARY 2 1 150 4" PVC PLUG /CAPS = 2 4" YELLOW SCH 40 PVC = 40 FT 2" SCH80 GREY PVC = 550 FT 2" PVC PLUG /CAPS = 12 4" SCH80 GREY PVC = 250 FT 4" PVC PLUG /CAPS = 6 CABLE/WIRE REMOVAL TABLE SPAN ACTUAL LENGTH REMARKS FROM TO CABLE TAG LENGTH CONDUIT WIRE J02 P02 BØACG871 130 - DEVELOPER RESPONSIBLE FOR ROUTING STREETLIGHT CONDUCTORS FROM P02 TO NEW PM TRANSFORMER LOCATION & COORDINATION WITH CITY OF RENTON. POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P1A 319469-166418 55 1 2022 PSE Equip # WIRE REMOVAL TABLE Location Pri Sec Wire Size & Type Quantity Length (ft per conductor)RemarksFromTo P1A P02 X #6CU PRI & NEUT 2 155 P02 P03 X #6CU PRI & NEUT 2 280 Total Feet (#6CU) REMOVED 870 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 319451 166417 42"x48"x38" Unistrut HH Matid: 7663001 37kVA MP TRF 120/240 Matid: 6247050 1 1 MINU1SR 6045.1010 BØ J01 319463 166407 4'8"x4'8"x3'6" w/3' Sq Door Matid: 7663900 Cover: 7656400 1PH J-Box w/4 Pos J-Bus Matid: 7625900 3 1 JBOX15S 6055.1010 BØ CAP (7630600) Existing J02 319458 166414 4'8"x7'x5' w/2-3' Sq Doors Matid: Existing J-Box Below Grade w/4-Pos J-Bus x3 Matid: Existing 2 - ELB10J 6041.1000 TAP BØ SPAN NOTES P1A TO P02 - REMOVE ± 160' OH #6 CU PRIMARY - REMOVED ( ' ) #6 CU - REMOVE ± 160' OH #6 CU NEUTRAL - REMOVED ( ' ) #6 CU P02 TO P03 - REMOVE ± 280' OH #6 CU PRIMARY - REMOVED ( ' ) #6 CU - REMOVE ± 280' OH #6 CU NEUTRAL - REMOVED ( ' ) #6 CU P02 TO J02 - REMOVE ± 130' 1Ø 1/O AL JKT CABLE - REMOVED ( ' ) 1/O AL 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. GENERAL OVERHEAD NOTES: 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 NAPHTHENATE WOOD PRESERVATIVE. -REMOVE OLD POLES AFTER COMMUNICATION COMPANIES HAVE TRANSFERRED OFF AND RETURN TO PSE STOREROOM. FILL AND CROWN POLE HOLES AND RESTORE THE 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 TRANSFORMERS ABOVE 25 KVA. INSTALL AT ALL SITES BEING WORKED WITHIN THE SCOPE OF THE PROJECT WHERE THEY ARE CURRENTLY MISSING. -FOR 12VK CONSTRUCTION, INSTALL AVIAN PROTECTION WITH #4 CU-COVERED JUMPERS (MID#9998076) AND #4 SD ALUMINUM COVERED TIE-WIRE (MID#8309760). FOR 34VK CONSTRUCTION USE BARE WIRE PRIMARY JUMPERS WITH PRE-FORMED HELICAL-GRIP TIES AND AVIAN PROTECTION DEVICES WHEN REQUIRED PER STD. 6015.2000. JUMPERS FOR POLES THAT ARE DOUBLE DEAD ENDED WITH TREE WIRE CAN BE EITHER THE SAME SIZE TREE WIRE CONDUCTOR OR COVERED CU. -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 OVERHEADS AND UNDERGROUND TAPS WITH FUSED PROTECTION ABOVE 40T. -INSTALL WILDLIFE PROTECTORS ON ALL TRANSFORMERS. DEVELOPER RESPONSIBLE FOR COORDINATION WITH PSE P.M., CITY OF RENTON, & LAND OWNER ON TREE REMOVAL/TRIMING AT 1826 LINCOLN AVE NE. POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS MFP23002494 BØACG872 NEW 1/O AL EJN632-BØ NEW 1/O AL EJN634-BØ BØ32896 FUSE @ 40T SW#:T85194 #4CUBFEEDHAZ 15#6CU BNFEEDHAZ 15 NEW 1/O AL EJN631-BØ NEW 1/O AL EJN633-BØ SOLID BLADE SW#: T85315'A''B''F''C''D''E''A''B''F''C''D''E'FUSE @ 65T LINCOLN AVE NE MONTEREY PL NE 300A S.B.LINCOLN AVE NE300A S.B. FUSE AT 100T NEW SW#: T88028 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 3.10.21 A.TOLENTINO -8.10.22 --- A.TOLENTINO -8.10.22 REDT # (RW-121253)CITY OF RENTON KP DEVELOPMENT SCH73 SCHEDULE 73 OH-UG CONVERSION - 2 SPANS 1825 NE 38TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101136440 AS SHOWN 5 OF 5 KING 469E -QCSOKE 32NE-T24N-R05E N/A N/A 2405E125 2405E136 2405E125 HAZ-15 COMCAST JAMES COHN 253.569.0636 LUMEN TECH ALEX HARB 206.345.4476 RIGHT OF WAY FABIANA DODSON 425.456.2293 . . . 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) ### ### ### ELEC LEGEND - PROPOSEDNORMAL OPENN.O. WILL NOT PHASESECONDARYREMOVALPRIMARYOH TPXGAS LEGEND - PROPOSEDCASINGNEW SVC.LP MAINIP MAINHP MAINANODEBOTTOM OUT STOPPERCP TEST STATIONCUT & CAPDRIP (FUSE TIE-IN EXT.)ELBOWGAUGE TEEINLINE TEEIP VALVE LABELPIPE LINE MARKERMETERREDUCERSERVICE TEE STOPPERHVTT (HIGH VOL. TAPPING TEE)POLYVALVETEST LEAD (END OF MAIN)TEST LEAD/TRANSITION FITTINGTWIN SVC STUBSINGLE SVC STUBEFVSVC.TRANSFORMERJ-BOXSWITCHMETERE - MARKERMETERHH/PEDESTALSTUBKEYNOTECONDUITPSE POLEOH SOLID BLADERISER SOLID BLADERISER FUSEDSEC. RISERSPAN GUYDOWN GUYLABELSPOLE REMOVALPSE POLEOH FUSESPLICEFOREIGN POLE1Ø OH/UGTPX.2Ø OH/UG3Ø OH/UGLABELSHH/PEDESTALST LIGHTKEYNOTEJ-BOXXFMRSWITCHCOMBO PM XFMRPULL/SPLICE VAULTCOMBO VAULT XFMRCMB. TUT XFMRCMB. TUT XFMRSPLICE55KV TRANSMISSION115KV TRANSMISSION230KV TRANSMISSIONGAS LEGEND - EXISTINGIP MAINELEC LEGEND - EXISTINGX-ING KEYNOTEST LIGHT LABELQUAD.DUPLEXST LIGHTKEYNOTEKEYNOTEVALVEREDUCERCUT & CAPHVTTB.O. STOPPERSTOPPERSVC TEEBRANCH SADDLEDIST. REGULATORIP VALVELP VALVENEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE NOT TO SCALE NEW CONDUIT DIAGRAM CONDUIT LEGEND PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)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 P1A J01 2 1 20 1 61 161 1/0 AL JKT 225 EJN631 -0.8 J01 J02 2 1 210 2 2 .382 285 1/0 AL JKT 380 EJN632 -1.4 J01 V01 2 1 125 1 .160 126 1/0 AL JKT 240 EJN633 -0.7 J02 P03 2 1 20 1 1 186 86 1/0 AL JKT 215 EJN634 -1.0 P1A P03 4 1 190 3 CONDUIT ONLY - 2" SCH80 PVC (FT) =375 5 3 0 0 1/0 AL JKT TOTAL (FT) =1060 TTL (Gal) =3.9 4" SCH80 PVC (FT) =190 0 3 0 0 PRIMARY 4" PRIMARY 2" ADDITIONAL PSE SYSTEM WORK SITE SPECIFIC NOTES - CHARGE WO#593246377 P04 (319687-166431) 40' UNK, 1989 - POLE TO REMAIN - CHANGE EX. FUSE TO 100T FUSE (3412700x3) NEW SW# T88028 P05 (319617-166431) 45' CL3, 1998 - POLE TO REMAIN - CHANGE EX. FUSE TO SOLID BLADES (9999110x3), SW# X6898 P06 (319554-166420) 45' CL4, 1998 - POLE TO REMAIN - CHANGE EX. FUSE TO 65T FUSE (3412600) SW: X6899 - CHANGE EX. CUTOUT TO 9999109 X3 P07 (319418-166415) UNK UNK, UNK -POLE TO REMAIN -CHANGE EX. FUSE TO SOLID BLADE (9999110), SW# X6899 BREAKLINE A-A (APPX. 730' SOUTH) BREAKLINE B-B (APPX. 670' SOUTH) BREAKLINE C-C (APPX. 1320' SOUTH; SEE RIGHT) BREAKLINE D-D (APPX. 1320' NORTH; FROM BOTTOM LEFT) BREAKLINE D-D (SEE LEFT) BREAKLINE C-C (SEE LEFT) MFP23002494