The URL can be used to link to this page

Home My WebLink AboutMFP20001971.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20001971 IVR Number: 20001971 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:05/13/2020Application Date:1023059081Parcel Number: 1160 DUVALL AVE NE Permit Type:06/25/2020Issue Date:Franchise Permit Work Class:06/25/2021Expiration Date:Major Utility Job Number: 101120019 Description: Puget Sound Energy Electric OH to UG conversion along Duvall Ave NE between NE 7th Pl and NE Sunset Blvd. Please see attached POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 C: (425) 892-0416ApplicantX FRICKS ROBERT E SR 1621 CAMAS AVE NE RENTON , WA 98056 Owner Marita Bond Puget Sound Energy - Billing 6905 S 228th St Kent, WA 98032 B: (253) 395-6346Specialized 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 206.510.0575) (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 DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 1ϭ/Ϯϱ/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN 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 TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.܆ A copy of the Traffic Control Plan (TCP) Application form. 2.܆ A copy of the required TCP layout, preferred 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. ܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ܆ Types of plans required: ܆ Work hour plan – show all mobility impacts during construction hours. ܆ 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. ܆ Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ܆ Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering MFP20001971 This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR Scott Warlick CED 6/25/2020 Monday - Friday 8:00AM - 3:00PM Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019 APPLICANT AGREES TO ALL THE FOLLOWING: x TCP must be approved prior to commencing the work, and all permit conditions shall be met. x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. x 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. x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. x 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. x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). x 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 RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. x 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 Applicant’s agents and employees. x 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. x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. x Approved Temporary TCP must be at the work site during work hours. x 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. x 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. In the case of Temporary No Parking Zones, all the following apply in addition to previous: x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. x 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. x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. x 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; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date 11111111 1111111111 11111111 1515 1212DUVALL AVE NENE 7TH PLCHELAN PL NEDUVALL AVE NEDUVALL AVE NE1717NE 8TH ST 11101011 P01V01 P02 J01 ARRW-BRD ROAD WORK AHEAD W20-1350'350'350'RIGHT LANECLOSEDAHEAD W20-5RW4-2LROADWORKAHEADW20-1350'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROADWORK AHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLANPuget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 1 of 13 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 55 + 60/65 45/55 35/40 30 25 SIGN SPACING "X" 800 500' 350' 200' 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 TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. PRINT ON 11X17" SHEETS ONLY MFP20001971 1111111111 11111111 1515 1212DUVALL AVE NENE 7TH PLCHELAN PL NEDUVALL AVE NEDUVALL AVE NE1717NE 8TH ST 11101011 P01V01 P02 J01 ARRW-BRD ROADWORK AHEAD W20-1350'350'350'RIGHT LANECLOSEDAHEAD W20-5RW4-2LROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1350'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROAD WORKAHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLANPuget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 2 of 13 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 55 + 60/65 45/55 35/40 30 25 SIGN SPACING "X" 800 500' 350' 200' 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 TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. PRINT ON 11X17" SHEETS ONLY MFP20001971 1111111111 11111111 1515 1212DUVALL AVE NENE 7TH PLCHELAN PL NEDUVALL AVE NE1717NE 8TH ST 11101011 P02 J01 ARRW-BRD ROAD WORK AHEAD W20-1350'X'350'RIGHT LANECLOSED AHEAD W20-5RW4-2LUSE MAXIMUM AVAILABLE SPACE FOR SIGNSROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1350'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROADWORKAHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLANPuget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 3 of 13 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 55 + 60/65 45/55 35/40 30 25 SIGN SPACING "X" 800 500' 350' 200' 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 TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. PRINT ON 11X17" SHEETS ONLY MFP20001971 1111111111 11111111 1515 1212DUVALL AVE NENE 7TH PLCHELAN PL NENE 9TH ST 1717DUVALL AVE NEDUVALL AVE NE1717NE 8TH ST 11101011 J02 J02A 1111 1111 ARRW-BRDROADWORKAHEADW20-1350'ROAD WORK AHEAD W20-1350'350'350'RIGHT LANECLOSED AHEAD W20-5RW4-2LROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1100'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROADWORK AHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 4 of 13 TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' MFP20001971 1111111111 11111111 1515 1212DUVALL AVE NENE 7TH PLCHELAN PL NENE 9TH ST 1717DUVALL AVE NEDUVALL AVE NEDUVALL AVE NE1717NE 8TH ST 11101011 P01V01 J02 J02A 1111 1111 ARRW-BRD ROAD WORKAHEAD W20-1350'350'350'RIGHT LANECLOSEDAHEAD W20-5RW4-2LROADWORKAHEADW20-1350'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROAD WORK AHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 5 of 13 TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' MFP20001971 12 12 12 121111 11111212121212 NE 12TH ST DUVALL AVE NEDUVALL AVE NEP04 P03 J03 V03 J04 P05 J05 J06 J07 J08 12121212 ARRW-BRD ROADWORKAHEADW20-1350'350'350'RIGHT LANECLOSEDAHEADW20-5RW4-2LROADWORKAHEADW20-1100' ROAD WORK AHEAD W20-1350'ROADWORKAHEADW20-1 100'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROAD WORK AHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 6 of 13 TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' MFP20001971 12 12 12 121111 11111212121212 NE 12TH ST DUVALL AVE NEDUVALL AVE NE12 12 12 12 P04 P03 J03 V03 J04 P05 J05 J06 J07 J08 12121212 ARRW-BRD ARRW-BRD ROAD WORKAHEAD W20-1350'350'350'W4-2RLEFT LANECLOSED AHEAD W20-5LROADWORKAHEADW20-1350'350'350'W4-2RLEFT LANECLOSEDAHEADW20-5LROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROAD WORK AHEAD W20-1ROADWORKAHEADW20-1RIGHTKEEPR4-7BN TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 7 of 13 TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' MFP20001971 12 12 12 121111 11111212121212 NE 12TH ST DUVALL AVE NEDUVALL AVE NE12 12 12 12 P04 P03 J03 V03 J04 P05 J05 J06 J07 J08 12121212 ARRW-BRD ROAD WORK AHEAD W20-1350'350'350'RIGHT LANECLOSEDAHEAD W20-5RW4-2LROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1350'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROAD WORKAHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 8 of 13 TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' MFP20001971 12 12 12 121111 11111212121212 NE 12TH ST DUVALL AVE NEDUVALL AVE NEP04 P03 J03 V03 J04 P05 J05 J06 J07 J08 12121212 ARRW-BRD ROAD WORK AHEAD W20-1350'350'350'RIGHT LANE CLOSED AHEAD W20-5RW4-2LROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1350'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROAD WORK AHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 9 of 13 TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' MFP20001971 12 12 12 121111 11111212121212 NE 12TH ST DUVALL AVE NEDUVALL AVE NE12 12 12 12 P04 P03 J03 V03 J04 P05 J05 J06 121212 12 POLICEUPO W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4X'X'X' STOP FLAGGERW20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4350'350'350'W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100' ROAD WORK AHEAD W20-1350'350'350'RIGHT LANECLOSED AHEAD W20-5RW4-2LW20-7ABE PREPARED TO STOP W3-4350'350'X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROAD WORK AHEAD W20-1ROADWORKAHEADW20-1ARRW-BRD N TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 10 of 13 Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between ____a.m. and ____ p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY MFP20001971 12 12 12 121111 11111212121212 NE 12TH ST DUVALL AVE NEDUVALL AVE NEP04 P03 J03 V03 J04 P05 J05 J06 12121212 ARRW-BRD STOP FLAGGER POLICEUPOW20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4350'350'350'W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100'W20-7AW20-7ABE PREPARED TOSTOP W3-4350'350'ROADWORK AHEAD W20-1350'350'350'RIGHT LANE CLOSED AHEAD W20-5RW4-2LS/WCLOSEDR9-9S/WCLOSEDR9-9X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROAD WORK AHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 11 of 13 Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between ____a.m. and ____ p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY MFP20001971 12 12 12 121111 11111212121212 NE 12TH ST DUVALL AVE NEDUVALL AVE NEP04 P03 J03 V03 J04 P05 J05 J06 J07 J08 12121212 ARRW-BRD ARRW-BRD ROADWORK AHEAD W20-1350'350'350'W4-2RLEFT LANE CLOSEDAHEAD W20-5LW20-7ABE PREPAREDTOSTOP W3-4350'350'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4X'X'X' W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100'ROADWORKAHEADW20-1350'350'350'W4-2RLEFT LANECLOSEDAHEADW20-5LW20-7ABEPREPAREDTOSTOPW3-4350'350'R9-3C/WCLOSEDR9-3C/WCLOSEDX'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROADWORK AHEAD W20-1ROADWORKAHEADW20-1POLICEUPO N TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 12 of 13 Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between ____a.m. and ____ p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' LEGEND TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY MFP20001971 111111111212121212 NE 12TH ST DUVALL AVE NEV03 J04 P05 J05 J06 J07 J08 12121212 ARRW-BRD ROAD WORKAHEAD W20-1350'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'ROADWORKAHEADW20-1350'350'350'RIGHT LANECLOSEDAHEADW20-5RW4-2LDUVALL AVE NER9-3C/WCLOSEDS/WCLOSEDR9-9S/WCLOSEDR9-9X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN 100 FEET OF WORK AREA ROAD WORKAHEAD W20-1ROADWORKAHEADW20-1N TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB#101120019 1100 Duvall Ave NE, Renton, WA 2/11/2020 safaa.neema@pse.com (425) 398-6077 SHEET 13 of 13 Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between ____a.m. and ____ p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. PRINT ON 11X17" SHEETS ONLY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' TRAFFIC FLOW SIGN LOCATION LEGEND TRENCH 28" TRAFFIC CONE CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY MFP20001971 P01 NE 7TH ST P01 NE 7TH ST N Vicinity Map 101120019ARE 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. Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" 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 RENTON DUVALL AVE NE SCHEDULE 74 OH TO UG CONVERSION PSE GENERAL SPECIFICATIONS Scope of Work - OH to UG conversion along Duvall Ave NE between NE 7th Pl and NE Sunset Blvd. General -All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. -Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removed daily. -Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. -Return all streetlights, area lights and floodlights to Sumner yard. Pre-Construction -Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. -All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. -Notify customers of all outages 48 hours in advance. Work Drawings & Documents -PSE Project Manager or Engineer shall approve field design changes. -Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of work sketch. -Return one Foreman's copy of work sketch to Project Manger at completion of job. -When permits are required, a copy of the permits shall be available on work site at all times. Safety - efer to PSE standards 6275.3000 for requirements on System Grounding -Refer to PSE standards 6275.9210, 6275.9230 and 6275.6250 for personal protective grounding requirements. -Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. -Proper line clearances shall be taken at the beginning, and released at the end, of each workday, or as otherwise instructed by the System Operator. -Provide signs, barricades, and traffic control in conformance with permit regulations. -Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. -Maintain traffic flow as required by permitting agency. Joint Facilities -Coordinate with Communication Companies for transfers. OVERHEAD CONSTRUCTION Poles & Structures -Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the center of the pole. -All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. -Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. -Install grid numbers on all new and existing poles as shown on sketch. -Straighten existing poles as indicated or as necessary. -Treat all field-drilled poles with copper napthenate wood preservative. -Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore 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 all transformers. 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. Cable Tags and Pulling -Primary Underground Cable Identification Tag installation shall conform to PSE standards 6825.6050. -Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150 RESPONSIBILITIES OF THE CITY Documentation -The city and their contractor shall attend a pre-construction meeting specifically for installation of bare duct and vault system. -PSE will provide to the city contractor with construction plans for the installation of PSE duct and vault system. -All installations shall conform to specifications contained in this document and all relevant PSE standards. Safety -Field changes shall be pre-approved by PSE or designated representative prior to construction with proof of acceptance required prior to PSE acceptance of completed duct and vault system. -The city contractor shall not access energized power vaults without the assistance of PSE line workers. Trench and Excavation -The city contractor shall not expose energized power conductors (direct buried or in conduit) without the assistance of PSE line workers. -The city shall provide all trench excavation and backfill for the installation of new or modified PSE underground distribution system within the construction area. -All trench excavation shall conform to PSE standards 6790.0075, 6790.0130, 6790.0140, 6790.0250, and 6790.3050. -PSE plans show general trench alignment. They do not show specific cross sections with existing or proposed other utilities. It is the City's responsibility to install PSE facilities at necessary depths to avoid and provide required clearances to other existing or proposed utilities. -Construct the shared utility trench where the various utilities can transition in and out of the trench line in an orderly fashion without altering duct bank alignments of other utility. Separation of crossing utilities sharing the common utility trench is 6”. -After the new underground system is installed an energized, additional excavation may be necessary to re-train existing underground cables into the new vaults. This excavation will be provided by the city with 48 hours notice. - Placement of other utility vaults within the trench line alignment encumbering access to PSE facilities is not allowed. - If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB) shall be installed around the conduits to a depth of six inches above and to the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140. Vault Installation -City shall install PSE vaults in accordance with PSE standards 6775.0035 and 6775.0040. -Vault hole excavation shall be prepared level and free of debris with a minimum 6” base of crushed rock to prevent vault settling. -PSE Vaults in planter areas shall be set 2” above final grade. -PSE Vaults in hard surface locations such as sidewalks shall be adjusted to match finished grade prior to the installation of PSE conductors and equipment. Maximum adjustment up is 5”- more than 5” require and additional riser. - Note: The city contractor will not be allowed to make vault adjustments after PSE conductors and equipment are energized. PSE line crew will perform the adjustments on a change order basis. -City shall provide all surveying necessary to assure all PSE vaults are installed in the alignment location specified in this document. The city shall be responsible for establishing grade elevation for PSE vaults. -All PSE vaults shall be clean and clear of construction debris with all knockouts and cover adjustments grouted to PSE satisfaction prior to PSE accepting delivery of bare conduit & vault system. Conduit Installation -All PSE conduit installations shall conform to PSE standards 6800.6000, 6800.8050, and 6825.6505. -All conduits shall be routed and installed per conduit tables, installation diagrams, and details in this work sketch. -The city shall proof every PSE conduit run prior to final PSE acceptance. Proofing is defined as pulling a mandrel of the same diameter through the conduit. Mule tape provided by PSE shall be pulled in behind the mandrel in each conduit run as evidence of proofing. A plug shall be installed in all spare conduits. -All conduits entering PSE vaults shall be through the appropriate knockouts to ensure proper cable lay. Vault entries causing cables to cross each other in the vault, or lay in the vault unevenly, will be rejected and corrected at the expense of the city contractor. - All conduit entries into PSE vault shall be straight and level with a minimum of 6' straight section outside the vault wall and 2” on conduit extending into the vault with bell ends installed. - PSE conduits shall be placed in the trench maintaining a minimum of 1-1/2” of separation. Use conduit spacers (provided by PSE) every 10'. -PSE conduit runs shall be placed straight and level. Should it become necessary to alter conduit alignments to avoid other utilities the maximum bend radius allowed is 22-1/2 degrees. Bend radius greater than 22-1/2 degrees require prior approval from PSE engineering representatives. -All PSE conduits shall be placed with the minimum separation between other utility facilities as specified in PSE standard 6790.0130. Refer to the typical utility trench cross section detail in this work sketch. -All PSE conduits shall have a minimum of 36” of cover. Cover of less than 36” is permissible on a case by case basis provided that such installations adhere to PSE standard 6790.0130 figure 2. Pre-approval by PSE engineering representatives is required. -City installed empty conduit is not able to be located by normal means. It is the City's responsibility to note the location and depth of the installed conduit and protect it from damage by themselves or others throughout the duration of the project. Materials -The city shall not backfill PSE facilities until authorized by the PSE Inspector. -City shall be responsible for the security all PSE materials delivered to the job site. -The city contractor shall sign material manifest slips for all PSE materials delivered to the job site. -Initial delivery of PSE materials to the job site requires 10 days minimum advanced notice to PSE storeroom. -After the initial delivery of materials subsequent bulk material deliveries to the job site by PSE vendors require a minimum of 5 days- advanced notice to PSE storeroom. -PSE representatives will provide delivery of all miscellaneous material necessary for duct & vault installation, such as couplings, glue, bends, etc., with minimum 3 days advanced notice to the PSE storeroom. -City shall provide equipment and labor necessary to off load material on site. -All vaults will be delivered by the manufacture to the job site as follows: --575 and smaller with a minimum 3 days advanced notice to PSE storeroom. --5106 and larger with a minimum 5 days advanced notice to PSE storeroom. -If vault excavation is not ready when vaults are delivered, city contractor will provide necessary equipment to install vaults. Install mastic sealant between the sections of mult-section vaults (sealant provided by manufacturer). -All unused material shall be returned to PSE stores and reconciled after PSE duct & vault installations are complete. Inspection -PSE will provide an Inspector during city contractor installation of PSE bare duct and vault system. -The roll of the PSE Inspector is limited to verification of compliance to all relevant PSE standards and practices. The PSE Inspector will not approve changes to planned PSE facility locations or change orders. -The PSE Inspector will be the contact for all issues concerning installation of bare duct and vault system for PSE and provide a liaison between the field and engineering for change requests. -The city shall provide the PSE Inspector the means (survey staking) to verify proper depth of burial and location for all PSE facilities to the satisfaction of the PSE Inspector on site. If the Inspector is unable to verify proper depth of burial, location, or grade of PSE facilities a non-compliance document will be issued effecting PSE final acceptance of city installed facilities for PSE. Owner / Developer Contact Info officeATTN: FLORA LEE CITY OF RENTON FLEE@RENTONWA.GOV 425-430-7303PHONE CABLE TV 11504976 101120019 583061726 108113555 PROJECT PHASE PWR NOTIF#ORDER# Superior UG Expense Removal OH Expense 593207689 594127951 OH Expense E-Mail: Cell Phone: Project Manager Contact Information: Manager:HONG NGUYEN 425-449-6609 HONG.NGUYEN@PSE.COM THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 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 HONG NGUYEN 425-449-6609 9/13/19 KEANG LIM 253-395-6916 9/13/19 N/A N/A N/A KEANG LIM 253-395-6916 9/13/19 REQUIRED CITY OF RENTON RENTON DUVALL AVE NE SCH74 OH TO UG CONVERSION 1100 DUVALL AVE NE RENTON, WA 98059 N/A N/A N/A 101120019 AS NOTED 1/6 KING N/A N/A CSPSKEPI S10 T23 R05E N/A N/A 2305E011, 37 2305E040 N/A PRE-14 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A JOB SITE 141..Fiber MFP20001971 This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR PRE14 PRE14 101120019SCALE: NONE OVERHEAD CIRCUIT MAP (2305E040) UNIVERSAL CIRCUIT MAP (2305E011, 38) SCALE: NONE 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 HONG NGUYEN 425-449-6609 9/13/19 KEANG LIM 253-395-6916 9/13/19 N/A N/A N/A KEANG LIM 253-395-6916 9/13/19 REQUIRED CITY OF RENTON RENTON DUVALL AVE NE SCH74 OH TO UG CONVERSION 1100 DUVALL AVE NE RENTON, WA 98059 N/A N/A N/A 101120019 AS NOTED 2/6 KING N/A N/A CSPSKEPI S10 T23 R05E N/A N/A 2305E011, 37 2305E040 N/A PRE-14 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A UNIVERSAL CIRCUIT MAP (2305E011, 38) SCALE: NONE JOB SITE JOB SITE JOB SITE MFP20001971 GROUND ROD 895+00896+00897+00898+00EXIST OH SL SVC318416 167323 318394 167322DUVALL AVE NE"809" "818" "824" "815" "821" "830" "836" "842" "848" MATCHLINE - STA 895+00 PAGE 3 MATCHLINE - STA 898+50 PAGE 3 899+00900+00NE 9TH ST J02 318434 167331 EXIST EXIST UG EXIST OH SL SVCSLAH3608 DUVALL AVE NER/WNEW 3-4"R/W"861" FB1 318433 167331 NEW MATCHLINE - STA 898+50 PAGE 3 BREAKLINE TO STA 916+50 PAGE 4 UTILITY EASEMENTNEW 2-4" NEW 1-4"892+00893+00894+00895+00NE 8TH ST NE 7TH PLDUVALL AVE NE"4704" "800" "806" P01 318357 167324 EXIST P02 318373 167324 REMOVE 15T UNK #2 ACSRABM906-B EXIST OH SVCJ01 318372 167324 NEW HH1 NEW R/W#2 ACSR NEW 3-4" NEW 1-2" INTERCEPT SPARES IF FOUND NEW 1-3" "803" "CITY OF RENTON" "809" NEW 3-4" "812" R/W PRE-14 IP01 NEW 1-4" FIBER MATCHLINE - STA 895+00 PAGE 3 V02 318386 167308 EXIST 25kVA 120/240v T83471 EXISTING OH TPX NEW 2-4" NEW 2-4" SITE PLAN 101120019SCALE: 1" = 20' 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 HONG NGUYEN 425-449-6609 9/13/19 KEANG LIM 253-395-6916 9/13/19 N/A N/A N/A KEANG LIM 253-395-6916 9/13/19 REQUIRED CITY OF RENTON RENTON DUVALL AVE NE SCH74 OH TO UG CONVERSION 1100 DUVALL AVE NE RENTON, WA 98059 N/A N/A N/A 101120019 AS NOTED 3/6 KING N/A N/A CSPSKEPI S10 T23 R05E N/A N/A 2305E011, 37 2305E040 N/A PRE-14 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Vault & Equipment Table Site Working Space Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) MATERIAL INFORMATION ASBUILT INFORMATION Foreman-CompleteLBDC J01 NEW 318372 167324 4'8"X7'X5' w/ (2) 3' Sq Doors Mat ID: 7663200 J-Box below grade w/ 4-pos J-Bus Mat ID: 7625900 5 7 JBOX15L INSTALL 5-ELB10J INSTALL 7 DC-7630600 J02 EXISTING 318434 167331 3 -INSTALL 3-ELB10J FB1 NEW 318443 167331 SEE DETAIL (PAGE 6) SITE SPECIFIC NOTES: P01-EXISTING 318357-167324 INSTALL 12kV 1Ø TERM, LB (TSU1C1) [6043.1000] INSTALL SWITCH #T83471 FUSE @ 25T (3412400) INSTALL (3) 4" CONDUIT RISERS (RIS4CSS) 6042.1000 CAP (2) SPARE 4" CONDUIT RISERS 10' UP POLE INSTALL (1) 3" CONDUIT RISER (RIS3CSS) 6042.1000 IP01 EXPOSE AND INTERCEPT EXISTING 1-4" CONDUIT AND EXTEND EAST TO J01 SECONDARY HH TABLE Site Vault Size & Cover Type & Size Equipment in Vault REMARKS HH1 HH14350AS (1Ø) With 2'-4" sq AS Cover PER STD 6050.2020 (3) 4 Position Connector MAT ID: 7651005 INSTALL 3-POS CONNECTOR BARS NOTE: Per Standard 6050.2000 all metal lids of secondary hand holes must be grounded. MFP20001971 917+00918+00919+00920+00"1155" "1160" P04 318612 167316 EXIST P03 318612 167326 RELC 75kVA 120/240v#2 ACSRE X O H S V C J03 318611 167326 NEW NE 12TH ST "1155" J04 318628 167330 NEW P05 318629 167330 REMV 25T UNK EXIST UG SVC EXIST 115kV HH2 NEW J05 318633 167322 EXIST 318630 167312 42158-B 30469-C R/WR/WR/WDUVALL AVE NENEW 1-3", 1-4" EXIST OH SVC NEW 2-4", 1-3" 318630 167300 NEW 2-4" BREAKLINE TO STA 900+00 PAGE 3 MATCHLINE - STA 920+00 PAGE 4 NEW 1-2" NEW 2-4", 2-6" J06 EXIST NEW 2-4" NEW 1-3" EX O H S V C NEW 1-3" TRANSFER 318610 167332 5' X 15' EASEMENT 5' X 25' EASEMENT DWY920+00921+00"4621"DUVALL AVE NEEXIST 318630 167312 42155-A 42156-B 42157-C "1332" 318644 167315 J07 REMV 318644 167314 J08 NEW AAS310-A AAS311-B AAS312-C 30467-A 30468-B 30469-C R/WR/WV03 318650 167308 EXIST 500kVA 120/208v MATCHLINE - STA 920+00 PAGE 4 NEW 2-4", 2-6" J06 EXIST 30464-A 30465-B 30456-C IP04 IP02 318650 167295 FEED PRE 14J09 EXIST 5' X 15' EASEMENT IP03 SITE PLAN 101120019SCALE: 1" = 20' 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 HONG NGUYEN 425-449-6609 9/13/19 KEANG LIM 253-395-6916 9/13/19 N/A N/A N/A KEANG LIM 253-395-6916 9/13/19 REQUIRED CITY OF RENTON RENTON DUVALL AVE NE SCH74 OH TO UG CONVERSION 1100 DUVALL AVE NE RENTON, WA 98059 N/A N/A N/A 101120019 AS NOTED 4/6 KING N/A N/A CSPSKEPI S10 T23 R05E N/A N/A 2305E011, 37 2305E040 N/A PRE-14 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Vault & Equipment Table Site Working Space Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) MATERIAL INFORMATION ASBUILT INFORMATION Foreman-CompleteLBDC J03 NEW 318611 167326 4'8"X7'X5'8" w/ (2) 3' Anti-Skid Doors Mat ID: 9996162 J-Box below grade w/ 4-pos J-Bus Mat ID: 7625900 4 8 JBOX3AS INSTALL 4-ELB10J INSTALL 8 DC-7630600 J04 NEW 318628 167330 4'8"X7'X5'8" w/ (2) 3' Anti-Skid Doors Mat ID: 9996162 J-Box below grade w/ 4-pos J-Bus Mat ID: 7625900 6 6 JBOX3AS INSTALL 6-ELB10J INSTALL 6 DC-7630600 J08 NEW 318611 167326 4'8"X7'X5'8" w/ (2) 3' Anti-Skid Doors Mat ID: 9996162 J-Box below grade w/ 4-pos J-Bus Mat ID: 7625900 9 3 JBOX3AS INSTALL 9-ELB10J INSTALL 3 DC-7630600 V03 EXISTING 318650 167308 3 - J09 EXISTING 318650 167285 3 -INSTALL 3-ELB10J SITE SPECIFIC NOTES: P03-NEW 318612-167326 INSTALL 45' CL3 DISTRIBUTION POLE (PD453) [6010.1000] INSTALL 12kV 1Ø TERM, LB, ONE TRF (TSU1C1WT) 6043.1003 INSTALL NEW SWITCH #T83472 FUSE @ 40T (3412500) INSTALL (2) 3" CONDUIT RISERS (RIS3CSS) [6042.1000] INSTALL (1) 2" CONDUIT RISERS (RIS2CSS) [6042.1000] TRANSFER 75kVA TRANSFORMER WITH FUSE AND CUTOUT FROM OLD POLE INSTALL NEW GRID NUMBERS TRANSFER OH SVC P04-EXISTING SERVICE POLE TO REMAIN 318612-167316 INSTALL (1) 3" CONDUIT RISER (RIS3CSS) [6042.1000] IP02 EXPOSE AND INTERCEPT EXISTING 1-4" CONDUIT AND EXTEND WEST TO J08 EXTEND ANY SPARE CONDUITS IF FOUND IP03 EXPOSE AND INTERCEPT EXISTING 1-4" CONDUIT AND EXTEND EAST TO J08 IP04 EXPOSE AND INTERCEPT EXISTING 1-4" CONDUIT AND EXTEND NORTHWEST TO V03 POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P05 318629-167330 WIRE REMOVAL TABLE Location Wire Size & Type Quantity Length (per conductor)RemarksFromTo P03 P04 1/0 TRIPLEX 1 190' P03 P05 #2 ACSR 3 175' Total Feet (Wire Size & Type) Removed CABLE REMOVAL SCHEDULE CABLE NO. LOCATIONS CABLE (LF) EST CABLE TYPE YEAR INST FROM TO BØ42158 P05 J05 135 1/0 AL JKT AØ30467 J06 J07 115 1/0 AL JKT BØ30467 J06 J07 115 1/0 AL JKT CØ30467 J06 J07 115 1/0 AL JKT Total Feet 20 (1/0 AL JKT) ACTUAL________Removed SECONDARY HH TABLE Site Vault Size & Cover Type & Size Equipment in Vault REMARKS HH2 HH14350AS (1Ø) With 2'-4" sq AS Cover PER STD 6050.2020 (3) 4 Position Connector MATID: 7651005 NOTE: Per Standard 6050.2000 all metal lids of secondary hand holes must be grounded. Maintain minimum separation of 5' from outside edge of 16" water Main and the power conduits. MFP20001971 P01 EXIST H J HH1 NEW J01 NEW IP01 H J J JJ IP02 J NEW 1-3" V02 EXIST J02 EXIST FB1 NEW P04 EXIST BREAKLINE J STA 916+50 J03 NEW J08 NEW J06 EXIST J05 EXIST HH2 NEW J04 NEW P03 RELC NE 12TH ST NE 9TH ST EXIST 1-2" NEW 2-4" NEW 2-4" NEW 2-6" EXIST 1-4" NEW 1-3" NEW 1-4 FIBER" NE 8TH ST NEW 1-2" NEW 2-4" NEW 1-4" NEW 1-2" NEW 2-4" NEW 2-4" SPARE 1-4" FB J J09 EXIST EXIST 1-4" IP03 NEW 1-4" V03 EXIST IP04 EXIST 1-4" NEW 1-3" P01 EXIST H J HH1 NEW J01 NEW J J JJ J V02 EXIST J02 EXIST BREAKLINE STA 916+50 J06 EXIST J05 EXIST J04 NEW NE 12TH ST NE 9TH ST 350 TPX NEW 350 TPLX EIJ529-B NE 8TH ST EIJ530-B EIJ535-A EIJ536-B EIJ537-C EIJ534-B EIJ541-A EIJ542-B EIJ543-C EIJ538-A EIJ539-B EIJ540-C EIJ531-A EIJ532-B EIJ533-C J J09 EXIST V03 EXIST J08 NEWEIJ544-A EIJ545-B EIJ546-C EIJ547-A EIJ548-B EIJ549-C 1/Ø AL JKT H J J03 NEW HH2 NEW P03 RELC NEW 1-3" P04 EXIST CONDUIT DIAGRAM 101120019SCALE: NONE 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 HONG NGUYEN 425-449-6609 9/13/19 KEANG LIM 253-395-6916 9/13/19 N/A N/A N/A KEANG LIM 253-395-6916 9/13/19 REQUIRED CITY OF RENTON RENTON DUVALL AVE NE SCH74 OH TO UG CONVERSION 1100 DUVALL AVE NE RENTON, WA 98059 N/A N/A N/A 101120019 AS NOTED 5/6 KING N/A N/A CSPSKEPI S10 T23 R05E N/A N/A 2305E011, 37 2305E040 N/A PRE-14 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Primary Cable & Conduit Table (Foreman to Complete) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)AS BUILT INFORMATION From To Size (in) Qty Design Length (ft) Actual Length (ft) TYPE BENDS PULL (lbs) PULL Rev (lbs) Cable Size Design Length (ft) Actual Length (ft) CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY Check applicable box DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed (Conduit & Cable) P01 J01 4 2 180 X 1 2 1/0 AL JKT 185 EIJ529 P01 FB1 4 1 765 J01 V02 2 1 295 X 2 1/0 AL JKT 300 EIJ530 J01 J02 4 2 605 X 2 2 1 1/0 AL JKT 610 EIJ531 EIJ532 EIJ533 P03 J03 2 1 5 X 1 1/0 AL JKT 15 EIJ534 J03 P04 4 1 85 CONDUIT ONLY J03 J04 4 2 170 X 4 1/0 AL JKT 175 EIJ535 EIJ536 EIJ537 J04 J05 4 2 140 X 1 2 1/0 AL JKT 145 EIJ538 EIJ539 EIJ540 J05 J06 4 2 120 X 1 CONDUIT ONLY J05 J06 6 2 120 X 1 CONDUIT ONLY J06 J08 4 1 125 X 1/0 AL JKT 130 EIJ541 EIJ542 EIJ543 J08 J09 4 1 215 X 1/0 AL JKT 130 EIJ544 EIJ545 EIJ546 J08 V03 4 1 105 X 1 1/0 AL JKT 130 EIJ547 EIJ548 EIJ549 Secondary Cable & Conduit Table LOCATION CABLE Assumed Lot Corner CONDUIT VOLTAGE DROP VOLTAGE FLICKER ASBUILT INFORMATION SIZE LENGTH Design (ft) SIZE LENGTH Design (ft) BENDS Foreman - Complete FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable) P01 HH1 1/0 40 3 10 1 1 P03 HH2 350 230 3 200 5 4 P03 P04 1/0 120 3 90 1 2 CABLE ONE-LINE DIAGRAM SCALE: NONE MFP20001971 101120019UTILITIES 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 HONG NGUYEN 425-449-6609 9/13/19 KEANG LIM 253-395-6916 9/13/19 N/A N/A N/A KEANG LIM 253-395-6916 9/13/19 REQUIRED CITY OF RENTON RENTON DUVALL AVE NE SCH74 OH TO UG CONVERSION 1100 DUVALL AVE NE RENTON, WA 98059 N/A N/A N/A 101120019 AS NOTED 6/6 KING N/A N/A CSPSKEPI S10 T23 R05E N/A N/A 2305E011, 37 2305E040 N/A PRE-14 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2" to 3" Excavation - 24 cubic yards SIDE VIEW 6'-4" to 6'-5"Crushed 6" Rock TOP VIEW 9' 11' 7'-0" 4'-0" 8" 4'-8" Final Grade (Pavement) 1'-0" Tubes for 1" Adjustable Cover Section 1835 lbs 4760 lbs (2) 3' Square Anti-Skid 5'-8" Adjustable Bolts (4) Doors 2490 lbs Top Handhole NOTE: The Top Cover shall be leveled and adjusted to Final Grade using the Adjustable Bolts. This Installation is for Pavement or Sidewalks only. Adjustable Cover (See NOTE Below) 575 J-BOX & PULL VAULT EXCAVATION DETAIL - J01,J03, J04, J08 SCALE: NONE MID# 9996162 FIBER VAULT DETAIL - FB1 SCALE: NONE CLINK PID# 2378448 COVER WITH ADJUSTABLE FRAME No. 38/25-TA No. 25-TVAULT A A PLAN VIEW SECTION AA END VIEW SINGLE PHASE SECONDARY CONCRETE HANDHOLE - HH1,HH2 Not to scale 6050.2020-1 TOP VIEW SIDE VIEW 2'-4" EXCAVATION: 5-1/3 CUBIC YARDS 7'-0" 6'-0" 6" Crushed rock 2" 2'-6" Install PVC bell endsand grout into wall 2'-6" Handhole 820 lbs Conduits and conductors shall enter from ends of handhole through knockouts provided Typical customer runservice conductors in duct Steel Door Seal conduitwith foam Customer-installed grounding wires ( the "4th" wire on the single-phase systems and the "5th" wire on the three-phase systems) shall no t be connected to PSE's ground or neutral bus. They shall be removed by customer or cut off at the vault wall. Excavated Dirt Pile Final Grade 24" Min Backfill for Schedule 40 Conduit (NO Rocks over 10" Diameter or foreign objects)Separation 12" Min 18" Min TYP TRENCH DETAIL Primary-Schedule 80 (NTS) 48" Max 36" Min Cover Phone & TV Primary Power Cable in Customer Provided Schedule 40 Conduit ROADSIDE To Excavated Dirt Pile MFP20001971