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HomeMy WebLinkAboutMFP23001384.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP23001384 IVR Number: 23001384 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:03/15/2023Application Date:7227801405Parcel Number: 975 NE 12TH ST Permit Type:06/15/2023Issue Date:Franchise Permit Work Class:06/14/2024Expiration Date:Major Utility Job Number: 101141447Franchise Type:Electric Description: Puget Sound Energy Electric OH wreckout of poles & wires P01 P02 P03 P04, Replace pole P01 w/ new pole. customer to trench in ROW during construction, roads will be closed. Joint trench to be under new roads, sidewalk and plantar strips. 575 jbox vaults J03 and J02 to be placed in ROW. At IP2, dig pit to intercept and reroute 2 6" feeder runs south 90' to private property. Pothole all existing utilities. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031ApplicantX Vicki Henson Potelco Inc 8001 212th St S Kent, WA 98032 B: (253) 863-0484Contractor Business License Number: 5109Electrical Contractor: POTELI*344O4 Construction Contractor: POTELI*227PL Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08 Bellevue, WA 98009 B: (888) 225-5773Emergency Contact SOLERA MANAGER LLC 10900 NE 8TH ST STE 1200 BELLEVUE , WA 98004 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 101141447 2828 SUNSET LN NE LUCAS KNAUSS 253-313-8029 MFP23001384 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 6/15/2023 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 111110 10 N E 1 0 T H S T 12 12 NE 1 0 TH S T SUNSET LN NEVault 14 14 J01HARRINGTON AVE NEW20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1STOP FLAGGER PLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000 000 NO PARKINGNO-PA RK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKUSE MAXIMUM AVAILABLE SPACE FOR SIGNS STOP FLAGGER STOP FLAGGER W20-7A W20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1 J02E02 W20-7AW20-4ONE LANEROADAHEAD10 0 ' 10 0 'ROADWORKAHEADW20-1100 ' RO A D W O R K AH E A D W20-1100'ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'TEMPORARY TRAFFIC CONTROL PLAN 0'60'30' PRINT ON 11X17" SHEETS ONLYN 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 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.Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 02/10/2022 101141447 1 2828 SUNSET LN NE, RENTON, WA 98056. Jason Bisenius 425-424-7316 jason.bisenius@pse.com 1 OF 7 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 VAULTVault WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 MFP23001384 111110 10 NE 1 0 TH S T 12 12 N E 1 0 T H S T SUNSET LN NEVault 14 14 J01HARRINGTON AVE NEPLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 000000 0 NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PA R K J02E02 STOP FLAGGER STOP FLAGGER STOP FLAGGER W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-410 0 ' 10 0 ' 10 0 'W20-7ARO A D WO R K AH E A D W20-1BEPR E P A R E D TO ST O P W3-4100'100'100'W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100'ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1TEMPORARY TRAFFIC CONTROL PLAN 0'60'30' PRINT ON 11X17" SHEETS ONLYN 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 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.Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 02/10/2022 101141447 1 2828 SUNSET LN NE, RENTON, WA 98056. Jason Bisenius 425-424-7316 jason.bisenius@pse.com 2 OF 7 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 VAULTVault WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 MFP23001384 111110 10 NE 1 0 TH S T 12 12 N E 1 0 T H S T SUNSET LN NEVault 14 14 J01HARRINGTON AVE NEPLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999 INFRASOURCE LLC 000 00000 00 NO PARKINGNO-P A RK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PA R K J02E02 STOP FLAGGER STOP FLAGGER STOP FLAGGER W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-410 0 ' 10 0 ' 10 0 'W20-7ARO A D WO R K AH E A D W20-1BEPR E P A R E D TO ST O P W3-4100'100'100'W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100'ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1TEMPORARY TRAFFIC CONTROL PLAN 0'60'30' PRINT ON 11X17" SHEETS ONLYN 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 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.Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 02/10/2022 101141447 1 2828 SUNSET LN NE, RENTON, WA 98056. Jason Bisenius 425-424-7316 jason.bisenius@pse.com 3 OF 7 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 VAULTVault WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 MFP23001384 2828 NE Sunset Blvd Renton WA 9805612 12 SUNSET LN NE10 10 10 1010 10 10 10NE 12TH ST JEFFERSON AVE NEHARRINGTON PL NE18 18 SUNSET LN NE1717NE 12TH ST J02Vault J03 Vault Vault J05 P01 P02W20-7AW20-4ONE LANEROADAHEAD100'100'ROADWORKAHEADW20-1 100'S/WCLOSEDR9-9CROSS HERESIDEWALK CLOSEDAHEADRESIDENT(S)/BUSINESS(ES) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE S/ WCL O S E DR9-9CR O S S H E R E SID E W A L K C L O S E D AH E A D W20-7ARO A D W O R K AH E A D W20-1W20-4ON E L A N E RO A D AH E A D100'100'100'STOP FLAGGER STOP FLAGGER ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1100' PLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 0 00 0000000NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKP03 AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION 17 17 IP2 IP3 SW1 SW2J06J07 Vault J04 P04 E01 TEMPORARY TRAFFIC CONTROL PLAN 0'60'30' PRINT ON 11X17" SHEETS ONLYN 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 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. Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 02/10/2022 101141447 1 2828 SUNSET LN NE, RENTON, WA 98056. Jason Bisenius 425-424-7316 jason.bisenius@pse.com 4 OF 7 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TRENCH 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 MFP23001384 2828 NE Sunset Blvd Renton WA 9805612 12 SUNSET LN NE10 10 10 1010 10 10 10NE 12TH ST JEFFERSON AVE NEHARRINGTON PL NE18 18 SUNSE T LN NE1717NE 12TH ST J02Vault J03 Vault Vault J05 P01 P02 RESIDENT(S)/BUSINESS(ES) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE W20-7ARO A D W O R K AH E A D W20-1W20-4ON E L A N E RO A D AHE A D100'100'100'PLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 000000 0 NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PA R K P03 AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION 17 17 IP2 IP3 SW1 SW2J06J07 Vault J04 P04 E01 STOP FLAGGER STOP FLAGGERW20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1TEMPORARY TRAFFIC CONTROL PLAN 0'60'30' PRINT ON 11X17" SHEETS ONLYN 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 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. Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 02/10/2022 101141447 1 2828 SUNSET LN NE, RENTON, WA 98056. Jason Bisenius 425-424-7316 jason.bisenius@pse.com 5 OF 7 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TRENCH 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 MFP23001384 12 12 SUNSET LN NE10 10 10 1010 10 10 10NE 12TH ST JEFFERSON AVE NEHARRINGTON PL NE18 18 SU NS E T LN N E17 17100' NE 12TH ST Vault J05 P01 STOP FLAGGER STOP FLAGGERW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1100'ROADWORKAHEADW20-1 100'S/WCLOSEDR9-9CROSS HERESIDEWALK CLOSEDAHEADRESIDENT(S)/BUSINESS(ES) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE W20-7ARO A D W O R K AH E A D W20-1W20-4ON E L A N E RO A D AH E A D100'100'10 0 'PLACE SIGNSBOTH SIDES OFWORK AREAFROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARKFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK AREA UNDER CONSTRUCTION J03 Vault P02 FLAGGERS SHALL STOP TRAFFIC IN ALL DIRECTIONS (SHORT DURATION: APPROX 10 MINUTES) FOR LINE DROP. 17 17 IP2 IP3 SW1 SW2J06J07 2828 NE Sunset Blvd Renton WA 98056Vault J04 P04 E01 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 TEMPORARY TRAFFIC CONTROL PLAN 0'60'30' PRINT ON 11X17" SHEETS ONLYN 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 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. Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 02/10/2022 101141447 1 2828 SUNSET LN NE, RENTON, WA 98056. Jason Bisenius 425-424-7316 jason.bisenius@pse.com 6 OF 7 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 MFP23001384 10 10 10 10NE 12TH STJEFFERSON AVE NE HARRINGTON PL NE1818SUNSET LN NE1717 NE 12TH STVaultJ05P01ROADWORKAHEADW20-1100'P021717IP2IP3SW1SW2J06J07KIRKLAND AVE NEN E S U N S E T B L V DALL-WAYSTOP101010101818181810101010KIRKLAND AVE NEROADWORKAHEADW20-1100' RIGHT LANE CLOSED AHEAD W20-5RW4-2RROAD WORK AHEAD W20-1100'100'100'ROADWORKAHEADW20-1 100'100'ROADWORKAHEADW20-1 RIGHT LANECLOSEDAHEADW20-5RW4-2RROADWORKAHEADW20-1100'100'100'M6-2M6-2X'X'PLACE W20-1 SIGNS ON ALLADJACENT STREETS WITHIN FEET OF WORK AREAROADWORKAHEADW20-1 ROADWORKAHEADW20-1AREA UNDERCONSTRUCTIONJ04P04TEMPORARY TRAFFIC CONTROL PLAN28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPVAULTVaultWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.0'60'30'PRINT ON11X17" SHEETS ONLYNProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REV02/10/2022 1011414471 2828 SUNSET LN NE, RENTON, WA 98056.Jason Bisenius425-424-7316jason.bisenius@pse.com7 OF 7Puget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425MFP23001384 N Vicinity Map N/A 101141447 1. GENERAL 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 12" 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. ELECTRICAL 1. Conduit Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC SCHL 80 or 2", 3", 4", or 6" SCHL 80 for 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. 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. SOLERA PROJECT SCHEDULE 73 OH TO UG DISTRIBUTION CONVERSION 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 HARD SURFACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED). ALL CROSSING TO BE DONE PARALLEL OR PERPENDICULAR TO ROAD. STRAIGHT CROSSING ONLY. POWER GENERAL NOTES - COMMERCIAL PROJECT 8. EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. Roads shall be paved or have a compacted , crushed rock base in place. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them. All work is to be done in accordance with local municipal and county permit requirements as applicable. Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits and crossings from the individual unit's meter base to the designated connection point. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. CIRCUIT FEET ADDED: 1,920' CIRCUIT FEET REMOVED: 340' CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-11 06/2020 224.00 231.00 260.00 0.00 0.00 0.00 224.00 231.00 260.00 JOB SITE OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE UNDERGROUND CIRCUIT MAP SCALE: 1" = 75' JOB SITE JOB SITE 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 T. NGUYEN 253-437-6703 07/02/21 J. FELLER 253-204-1990 1/25/22 J. FELLER RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 1/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Owner / Developer Contact Info officeATTN: SOLERA MANAGER, LLC 10900 NE 8TH ST. SUITE 1200 BELLEVUE, WA 98004 DALTON ARNDT 253-606-0715 Superior ORDER#NOTIF# PWR PROJECT PHASE 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. PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" 101141447511313228 101144243 108132925 593241018 E-Mail: Cell Phone: Project Manager Contact Information: Manager: Tin.Nguyen@pse.com (253) 244-4303 Tin Nguyen UG Misc Pole Replacement Removal OH Misc 594147421 LUCAS KNAUSS 253-313-8029 1/25/22 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG 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 T. NGUYEN 253-437-6703 07/02/21 J. FELLER 253-204-1990 1/25/22 J. FELLER RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 1/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" Tin.Nguyen@pse.com Fabian Gomez 3/17/2022 LUCAS KNAUSS 253-313-8029 1/25/22 MFP23001384 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 ℄℄ ℄ ℄℄℄2825 975 RO W 50' PRE 11 #2ACSRCBAN S U N S E T L N N E SUNSET LN NEHARRINGTON PL NEHARRINGTON PL NEEX. ROW40'PROPOSEDROW 60'PROPOSEDROW 60' E X . R O W 50 ' 318620-166726 X787HIG13318622-166725 318607-166743 SLAH5037 #2ACSR ±8 0 ' 318610-166752 1000 kVA 277/480V (ABC) 318619-166715 100 kVA 120/240V (A) 318610-166735 J 318616-166751 150 kVA 208V (ABC) J REMOVAL SITE PLAN SCALE: 1" = 50' 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) SITE SPECIFIC NOTES AT P01: 318610-166735 - EXISTING 1964 45' CL3 DISTRIBUTION POLE TO BE REMOVED - REMOVE ALL PSE EQUIPMENT AND FRAMING - SEE PAGE 4 FOR NEW POLE INSTALL AT P02: 318610-166735 - EXISTING 1964 45' CL3 DISTRIBUTION POLE TO BE REMOVED - REMOVE ALL PSE EQUIPMENT AND FRAMING AT P03: 318616-166751 - EXISTING 1964 45' CL3 DISTRIBUTION POLE TO BE REMOVED - REMOVE ALL PSE EQUIPMENT AND FRAMING AT P04: 318607-166743 - EXISTING 1964 45' CL3 DISTRIBUTION POLE TO BE REMOVED - REMOVE ALL PSE EQUIPMENT AND FRAMING SPAN SPECIFIC NOTES - REFER TO ONE LINE DIAGRAMS AND TABLES FOR INSTALL 101141447WIRE REMOVAL TABLE Work Location Wire Size & Type Quantity Length (per conductor) Remarks From To P01 P02 PRI #2 ACSR 3 100' P02 P03 GUY SPAN 1 180' P02 P04 LEGACY - #4 ACSR 3 80' P04 P03 LEGACY - #4 ACSR 3 160' Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 318616-166751 50 kVA POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS Wk Loc Pole Data Pole TEL TV FIBER TRAN RMVD ID NUMBER Grid #Length Class Year TOPPED RMVD P01 318620-166726 45 CL-3 1980 P02 318610-166735 45'UNK 1964 P04 318607-166743 45'UNK 1960 P03 318616-166751 45'UNK 1961 00 1"2" 00 50'100' Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 318616-166751 50 kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 318616-166751 50 kVA 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 T. NGUYEN 253-437-6703 07/02/21 J. FELLER 253-204-1990 1/25/22 J. FELLER RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 2/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A LUCAS KNAUSS 253-313-8029 1/25/22 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 T. NGUYEN 253-437-6703 07/02/21 J. FELLER 253-204-1990 1/25/22 J. FELLER RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 2/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Fabian Gomez 3/17/2022 LUCAS KNAUSS 253-313-8029 1/25/22 MFP23001384 ℄℄2908 1171 975 BREAKLINE 318650-166771 318649-166771 318649-166772 25 kVA (C) 318648-166782 318648-166756 318642-166758 318642-166756 U86913 318641-166756 U86912 318641-166758 318640-166757 318641-166757 LVE LVE J J J J J℄℄℄℄℄ ℄ ℄℄℄1170 1175 2825 1162 975 2806 2813 1140 1100 2806HARRINGTON AVE NEHARRINGTON AVE NER O W 50' 318611-166710 75 kVA 120/240V (A) PRE 11 #2ACSRCBAN S U N S E T L N N E SUNSET LN NEHARRINGTON PL NEHARRINGTON PL NE℄ N E 1 0 T H S T 318557-166687 318605-166743EX. ROW40'PROPOSEDROW 60'PROPOSEDROW 60' E X . R O W 50 ' P R O P O S E D R O W 6 0 ' 318620-166726 X787 318608-166737HIG13318602-166683 100 kVA (B) 318621-166701 100 kVA (B) 318575-166698 300 kVA 208V (ABC) 318622-166725 SUNSET LN NE#2ACSR 318610-166752 1000 kVA 277/480V (ABC) 318619-166715 100 kVA 120/240V (A) J J J JBREAKLINE 318556-166708 318614-166738 25 kVA 120/240V (A) 318641-166758 JJ J J JSITE PLAN SCALE: 1" = 50' 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) SITE SPECIFIC NOTES -AT P01 318620-166726 - REMOVE EXISTING 1980 45' 2 DISTRUBITION POLE - INSTALL NEW 55 H1 DISTRIBUTION POLE W/ GROUNDS 6010.1000 (PD55H1) - DEEP SET POLE +2' W/ POLE WRAP (9997789) 6450.6100 - INSTALL 3Ø DE #2ACSR PER STD 6033.1040 (DE2315) AT J01: 318557-166687 - EXISTING HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS TO REMAIN - REMOVE (3) 200A DUST CAPS - INSTALL (3) LB ELBOWS 6041.1000 (ELB10J) - INSTALL CABLE TAG # EJA834, EJA835, EJA836 AT J02: 318610-166735 - INSTALL (1) NEW 575 JBOX 6055.1030 (JBOX3AS) - INSTALL HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200) - INSTALL. (3) 4-POS JBOX (MID: 7625900) - INSTALL (6) LB ELBOWS 6041.1000 (ELB10J) - INSTALL (6) INSULATED CAPS (MID: 7630600) - INSTALL CABLE TAG # - INSTALL GRID # AT J03: 318616-166751 - INSTALL (1) NEW 575 JBOX 6055.1030 (JBOX3AS) - INSTALL HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200) - INSTALL. (3) 4-POS JBOX (MID: 7625900) - INSTALL (9) LB ELBOWS 6041.1000 (ELB10J) - INSTALL (3) INSULATED CAPS (MID: 7630600) - INSTALL CABLE TAGS - INSTALL GRID # AT J04: 318607-166743 - INSTALL (1) NEW 575 JBOX 6055.1030 (JBOX15L) - INSTALL HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200) - INSTALL. (3) 4-POS JBOX (MID: 7625900) - INSTALL (12) LB ELBOWS 6041.1000 (ELB10J) - INSTALL CABLE TAGS AØ-EJA416, BØ-EJA417, CØ-EJA418 IN NORMAL OPEN POSITION - INSTALL CABLE TAGS - INSTALL GRID # AT J05: 318622-166725 - EXISTING HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS TO REMAIN 6055.1030 (JBOX15L)(MID: 7663200) - CONNECT 3Ø UG PRIMARY LINE EXTNESION - REMOVE (3) 200A DUST CAPS - INSTALL (3) LB ELBOWS 6041.1000 (ELB10J) - INSTALL CABLE TAG # AT J06: 318643-166758 - INSTALL (1) NEW 575 JBOX 6055.1030 (JBOX15L) - INSTALL HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200) - INSTALL. (3) 4-POS JBOX (MID: 7625900) - INSTALL (12) LB ELBOWS 6041.1000 (ELB10J) - INSTALL CABLE TAGS - INSTALL GRID # AT J07: 318642-166760 - INSTALL (1) NEW 575 JBOX 6055.1030 (JBOX15L) - INSTALL HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200) - INSTALL. (3) 4-POS JBOX (MID: 7625900) - INSTALL (3) LB ELBOWS 6041.1000 (ELB10J) - INSTALL CABLE TAGS - INSTALL GRID # AT V01: 318610-166752 - EXISTING 1000 kVA PADMOUNT XFMR TO REMAIN - CUT AND REMOVE (3) 1/0 LB ELBOWS CABLE EJA416, EJA417, & EJA418 - INSTALL (3) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J) - INSTALL GRID # AT V02: 318614-166738 - INSTALL (1) 42" X 56"' TEMPORARY CONCRETE PAD (MID: 7807900) - INSTALL (1) 25KVA PADMOUNT TRF (MID: 6247000) - INSTALL (1) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) - INSTALL (3) 6HOLE SECONDARY CONN. BARS (MID: 4842001) - INSTALL GRID # - CONNECT 3-RUNS OF CUSTOMER OWNED, INSTALLED, & MAINTAINED SVC CABLE AT SW1: 318643-166757 - INSTALL NEW 422 SCADA VISTA SUBMERSIBLE SWITCH 6056.2010 (SSUBV22) - INSTALL (3) LB ELBOWS 6041.1000 (ELB10J) - INSTALL (6) 750 ELBOWS (MID: 7802800) - INSTALL CABLE TAGS - INSTALL GRID # - INSTALL SW # U86912 AT SW2: 318643-166761 - INSTALL NEW 422 SCADA VISTA SUBMERSIBLE SWITCH 6056.2010 (SSUBV22) - INSTALL (3) LB ELBOWS 6041.1000 (ELB10J) - INSTALL (6) 750 ELBOWS (MID: 7802800) - INSTALL CABLE TAGS - INSTALL GRID # - INSTALL SW # U86913 AT SW3: 318650-166771 - EXISTING PADMOUNT SW# U1925 TO REMAIN - DISCONNECT CABLES AØ13982, BØ13983, CØ13984 & REROUTE INTO SW1 - INSTALL NEW CABLES AØ-EJD321,BØ-EJD322,CØ-EJD323 FROM SW2 AT V03: 318641-166757 - INSTALL 48" X 48" X 38" HH MINIPAD W/ LVE ACCESS HOLE (MID: 9998668) - INSTALL STEEL ACCESS COVER (MID: 7655300) - INSTALL CABINET, GROUND RODS, & CABLES - INSTALL GRID# AT V04: 318640-166757 - INSTALL 48" X 48" X 38" HH MINIPAD W/ LVE ACCESS HOLE (MID: 9998668) - INSTALL STEEL ACCESS COVER (MID: 7655300) - INSTALL CABINET, GROUND RODS, & CABLES - INSTALL GRID# AT IP2 - CUSTOMER TO PROVIDE 5' X 10' WORK PITS TO EXPOSE PRIMARY CABLE IN CONDUIT - BREAK AND INTERCEPT 6" CONDUIT, REROUTE NEW 6" CONDUITS TO SW1 & SW2 - PULL BACK CABLE FROM SW3, REROUTE INTO SW1 AT IP3 - CUSTOMER TO PROVIDE 5' X 10' WORK PITS TO EXPOSE PRIMARY CABLE IN CONDUIT - BREAK AND INTERCEPT 6" CONDUIT, REROUTE NEW 6" CONDUITS TO SW1 & SW2 AT EM1 & EM2 - INSTALL 4" ELECTRONIC MARKER BALL (MID: 7668501) SPAN SPECIFIC NOTES - REFER TO ONE LINE DIAGRAMS AND TABLES FOR INSTALL 101141447Owner / Developer Contact Info officeATTN: SOLERA MANAGER, LLC 10900 NE 8TH ST. SUITE 1200 BELLEVUE, WA 98004 DALTON ARNDT 253-606-0715 00 1"2" 00 50'100' CIRCUIT FEED ADDED: 135' LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: N/A 800AMPS N/A 246.73 kW 543A 3.6% @ V01 2.5% @ V01 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 T. NGUYEN 253-437-6703 07/02/21 J. FELLER 253-204-1990 1/25/22 J. FELLER RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 3/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: V02 318614-166738 25KVA 120/240V 6247000 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P01 318620-166726 55 H1 PSE Equip # LUCAS KNAUSS 253-313-8029 1/25/22 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 T. NGUYEN 253-437-6703 07/02/21 J. FELLER 253-204-1990 1/25/22 J. FELLER RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 3/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Fabian Gomez 3/17/2022 LUCAS KNAUSS 253-313-8029 1/25/22 MFP23001384 J J318557-166687 318622-166725 318605-166743 318614-166738 25 kVA 120/240 V PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT CABLE ±640' (AØEJA837) (BØEJA838) (CØEJA839) PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT CABLE ±75' (AØEJA843) (BØEJA844) (CØEJA845) PSE INST. 1-RUN 1Ø PRI. 12KV1/0 UG JKT CABLE ±80' (AØEJA846) PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT CABLE ±290' (AØEJA416) (BØEJA417) (CØEJA418) PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT CABLE ±310' (AØEJA834) (BØEJA835) (CØEJA836) PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT CABLE ±100' (AØEJA840) (BØEJA841) (CØEJA842) J 318608-166737 J318556-166708J 318650-166771 PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT CABLE ±420' (AØEJA837) (BØEJA838) (CØEJA839) PSE INST. 1-RUN 3Ø PRI. 12KV 750KCMIL UG CABLE ±210' (AØEJD321) (BØEJD322) (CØEJD323) RE-USE EXISTING 3Ø PRI. 12KV 750KCMIL UG CABLE (AØ13979) (BØ13980) (CØ13981) PSE INST. 1-RUN 3Ø PRI. 12KV 750KCMIL UG CABLE ±40' (AØEJD318) (BØEJD319) (CØEJD320) PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT CABLE ±60' (AØEJD315) (BØEJD316) (CØEJD317) PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT CABLE ±70' (AØEJD312) (BØEJD313) (CØEJD314) 318610-166752 1000 kVA 277/408V (ABC) 318641-166756 U86912 318642-166756 U86913 318642-166758 318641-166758 RE-USE EXISTING 3Ø PRI. 12KV 1/0 UG JKT CABLE ±40' (AØEJD382) (BØEJD383) (CØEJD384) J J 318640-166757 318641-166757LVE LVE J JJ J318557-166687 318608-166737 318622-166725 318614-166738 25 kVA 120/240 V 318610-166752 1000 kVA 277/408V (ABC) 318605-166743 318556-166708 CUST. PROVIDED 4' X 4' - 6" BEDDING OF CRUSH ROCK CUST. PROVIDED 4' X 4' WORKPIT CUST. PROVIDED 11' X 9' WORKPIT W/ 6" BEDDING OF CRUSH ROCK CUST. PROVIDED 11' X 9' WORKPIT W/ 6" BEDDING OF CRUSH ROCK CUST. PROVIDED 11' X 9' WORKPIT W/ 6" BEDDING OF CRUSH ROCK CUST. PROVIDED 4' X 4' WORKPIT CUST. PROVIDED 4' X 4' WORKPIT ±1 9 0 ' ±6 5 '±600'±60'±21 0 ' 90° R=48" 45° R=48" EXISTING 4" CONDUIT PSE INST.1-4" DB120 DISCONTINUOUS PVC CONDUIT ±670' IN CUST. PROVIDED TRENCH PSE INST.1-4" DB120 DISCONTINUOUS PVC CONDUIT ±190' IN CUST. PROVIDED TRENCH PSE INST.1-4" DB120 DISCONTINUOUS PVC CONDUIT ±65' IN CUST. PROVIDED TRENCH ±45'PSE INST.1-4" DB120 DISCONTINUOUS PVC CONDUIT ±60' IN CUST. PROVIDED TRENCH J J 318641-166756 U86912 318642-166756 U86913 318642-166758 318641-166758 CUST. PROVIDED 9' X 11' WORKPIT CUST. PROVIDED 5' X 10' WORKPIT J45° R=48" PSE INST.1-4" DB120 DISCONTINUOUS PVC CONDUIT ±380' IN CUST. PROVIDED TRENCH±360'±90'PSE INST.1-4" DB120 DISCONTINUOUS PVC CONDUIT ±30' IN CUST. PROVIDED TRENCH CUST. PROVIDED 13' X 11' WORKPIT PSE INST.1-6" DB120 DISCONTINUOUS PVC CONDUIT ±50' IN CUST. PROVIDED TRENCH PSE INST.1-4" DB120 DISCONTINUOUS PVC CONDUIT ±270' IN CUST. PROVIDED TRENCH FIELD BEND ±70'EXISTING 6" CONDUIT ±70'±5 0 ' PSE INST.2-4" DB120 DISCONTINUOUS PVC CONDUIT ±50' IN CUST. PROVIDED TRENCH PSE INST.2-4" DB120 DISCONTINUOUS PVC CONDUIT ±70' IN CUST. PROVIDED TRENCH 45° R=48" CUST. PROVIDED 9' X 11' WORKPIT PSE INST.1-4" DB120 DISCONTINUOUS PVC CONDUIT ±20' IN CUST. PROVIDED TRENCH PSE INST.1-6" DB120 DISCONTINUOUS PVC CONDUIT ±5' IN CUST. PROVIDED TRENCH PSE INST.1-6" DB120 DISCONTINUOUS PVC CONDUIT ±5' IN CUST. PROVIDED TRENCH ±15' 318640-166757 318641-166757LVE LVE CUST. PROVIDED 7' X 7' WORKPIT CUST. PROVIDED 7' X 7' WORKPIT 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) NEW CABLE DIAGRAM NOT TO SCALE 101141447Vault & Equipment Table Work Location Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-CompleteLBDC J02 318589-166731 JBOX15AS (5'x7'x6') (3) 4-POS J-BUS (MID 7625900)6 6 J03 318605-166743 JBOX15AS (5'x7'x6') (3) 4-POS J-BUS (MID 7625900)6 6 J04 318608-166737 JBOX15L (5'x7'x6')(3) 4-POS J-BUS (MID 7625900)9 3 V02 318614-166738 9996109 (8'x8'x3.167')25KVA 120/240v 1 1 J06 318643-166758 JBOX15L (5'x7'x6')(3) 4-POS J-BUS (MID 7625900)12 J07 318642-166760 JBOX15L (5'x7'x6')(3) 4-POS J-BUS (MID 7625900)3 9 SW1 318643-166757 687 VAULT W/ SWITCH RACK (2) 200A POS & (2) 600A POS 9 3 SW1 318643-166757 687 VAULT W/ SWITCH RACK (2) 200A POS & (2) 600A POS 9 3 V03 318641-166757 42X48X38 Unistrut HH Matid: 7663001 LOW VOLTAGE ENCLOSURE CABINET -- V04 318640-166757 42X48X38 Unistrut HH Matid: 7663001 LOW VOLTAGE ENCLOSURE CABINET -- NEW CONDUIT DIAGRAM NOT TO SCALE 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) J01 J02 4"1 270'X 1 1 674 517 1/0 310'EJA834 EJA835 EJA836 J02 J03 4"1 600'X 170 170 1/0 640'EJA837 EJA838 EJA839 J02 EM2 4"2 50'X SPARE J03 J04 4"1 65'X 120 120 1/0 100'EJA840 EJA841 EJA842 J04 V01 2"1 55'X 2 111 110 1/0 90'EJA843 J04 V02 4"1 50'X 1 132 132 1/0 80'EJA846 EJA847 EJA848 J04 EM1 4"2 70'X SPARE J04 IP1 4"1 35'X 2 281 232 1/0 290'EJA416 EJA417 EJA418 IP1 J05 4"1 EXIST J03 J06 4"1 380'X 1 337 254 1/0 420'EJD309 EJD310 EJD311 J06 J07 4"1 30'X 37 37 1/0 40'EJD312 EJD313 EJD314 J06 SW2 4"1 20'X 84 84 1/0 40'EJD315 EJD316 EJD317 SW1 SW2 6"1 5'X 257 257 750 40'EJD318 EJD319 EJD320 SW1 J06 4"1 5'X 1 87 87 1/0 40'EJD382 EJD383 EJD384 SW1 IP2 6"1 90'X 1 --750 RE-USE EXISTING 13979 13980 13981 SW2 IP3 6"1 70'X 550 490 750 210'EJD321 EJD322 EJD323 IP3 SW3 6"1 EXIST 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 T. NGUYEN 253-437-6703 07/02/21 J. FELLER 253-204-1990 1/25/22 J. FELLER RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 4/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3 4 4 3 2 2 WAY 1 1 SIDE OPERATOR SIDE CONNECTION CABLE VISTA MODEL 4222-600 AMP PADMOUNT 422 VISTA SCADA SWITCH CONNECTION DIAGRAM, POST-CONSTRUCTION, SW01 SCALE: NONE U86912 C - 13981 B - 13980 A - 13979 C - EJD314 B - EJD313 A - EJD312 MO MO LVE INSTALL FAULT INDICATORS 3 4 4 3 2 2 1 1 1 Ø TRIP 1 Ø TRIP 150E 150E 2-200 AMP J06 C - EJD320 B - EJD319 A -EJD318 SW02 3 4 4 3 2 2 WAY 1 1 SIDE OPERATOR SIDE CONNECTION CABLE VISTA MODEL 4222-600 AMP PADMOUNT 422 VISTA SCADA SWITCH CONNECTION DIAGRAM, POST-CONSTRUCTION, SW02 SCALE: NONE U86913 C - EJD323 B - EJD322 A - EJD321 MO MO LVE INSTALL FAULT INDICATORS 3 4 4 3 2 2 1 1 1 Ø TRIP 1 Ø TRIP 150E 150E 2-200 AMP J06 C - AFB316 B - AFB315 A - AFB314 SW01 C - EJD320 B - EJD319 A -EJD318 SW03 TOTAL 2" DB120:55' TOTAL 4" DB120: 140' TOTAL 4" SCH.80:1,560' TOTAL 6" DB120:5' TOTAL 6" SCH.80:160' TOTAL 1Ø 1/0: 90' TOTAL 3Ø 1/0:1,960' TOTAL 3Ø 750:250' 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) SW2 V03 UMBILICAL 20 3 5 N/A N/A SW1 V04 UMBILICAL 20 3 5 LUCAS KNAUSS 253-313-8029 1/25/22 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 T. NGUYEN 253-437-6703 07/02/21 J. FELLER 253-204-1990 1/25/22 J. FELLER RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 4/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Fabian Gomez 3/17/2022 LUCAS KNAUSS 253-313-8029 1/25/22 MFP23001384 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 10'4'8"8'3"8'8'11'6'6"8'3"10'8"4'22'4'11'8"9' (3) 4" DB120 CONDUITS (3) 4" DB120 CONDUITS (1) 4" SCH.80 CONDUIT (1) 6" SCH.80 CONDUIT (1) 6" DB120 CONDUIT TO BE INSTALLED UNDER WO# 105099860 (1) 6" SCH.80 CONDUIT 5'5'5'7' 7' 7' 7' Communications Primary Power Cables or Conduit Excavated Dirt Pile ROADSIDE Final Grade 24" Min 12" Min Separation 36" Min Cover 48" Max Backfill (No rocks over 10" diameter) Separation 12" Min Gas 4" Sand Bedding 32" Typical (Power, Gas, and Communications) JOINT TRENCH DETAIL Primary-Mainline Gas & Communications (NTS) Separation 12" Min 6" or 12" Min Sand Shading after Compaction - A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches (No PSE gas) - A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter. FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS. 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER 4' TRANSFORMER CABINET FOOTPRINT 1Ø PRIMARY CABLE IN 1-2" PVC CONDUIT 4' TOP VIEW 36" MIN COVER 6" CRUSHED ROCK BEDDING TEMPORARY CONCRETE LID 1Ø PRIMARY CABLE 2" PVC CONDUIT TEMPORARY CONCRETE PAD COMPACTED BACKFILL CUSTOMER SUPPLIED SECONDARY PVC TEMPORARY XFMR INSTALLATION DETAIL V02 Not to scale 6315.1000 101141447Field Face Quadrant Climbing Space Road Face Quadrant Climbing Space 5" Min CL LC Direction of Vehicular Traffic TOP VIEW Standoff Bracket 15" Min Length Conduit Clamp Conduit CONDUIT RISER PLACEMENT DETAIL (P01) SCALE: NONE 4'x4' Work Pit 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 T. NGUYEN 253-437-6703 07/02/21 D. BRINKMANN 253-234-6445 07/02/21 D. BRINKMANN -09/28/21 RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 5/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW J- BOX CABLE ENTRY DETAIL Not to scale CONDUIT ENTRY DETAIL @ J02 NOT TO SCALE X O - EX. KNOCKOUT X - NEW KNOCKOUT X CONDUIT ENTRY DETAIL @ J01 NOT TO SCALE O CONDUIT ENTRY DETAIL @ J04 NOT TO SCALE O X X X X X Overflow Filter fabric walls for Catch Basin Grate dewatering sedimentCollected Sediment Catch Basin Insert MID 9995728 Filter fabric skirt Secured with grate. EROSION CONTROL NOT TO SCALE UTILITY POLE EROSION CONTROL DETAIL Not to scale Adjacent to flowing ditches or bodies of water TOP VIEW FLOWING DITCH or BODY OF WATER SLOPESLOPE SECURE BOTTOM OF FENCE WITH GRAVEL BAGS PLACE STRAW MULCH ON DISTURBED AREA INSTALL SILT FENCE AROUND POLE EXCAVATION EXCAVATED OR AUGERED HOLE POLE 2" Excavation - 19-1/2 cubic yards SIDE VIEW 5'-4"Crushed 6" Rock TOP VIEW 9' 11' 7'-0" 4'-0" 1' 4'-8" 4,750 lbs 2,490 lbs VAULT & EXCAVATION DETAIL Not to scale 6051.1500 CONDUIT ENTRY DETAIL @ J06 NOT TO SCALE X X XX CONDUIT ENTRY DETAIL @J03 NOT TO SCALE X X X 687 SWITCH VAULT EXCAVATION DETAIL SCALE: NONE MID # 9995185 OR 9996177 NOTE: The Top Cover shall be leveled and adjusted to Final Grade using the Adjustable Bolts. This Installation is for Pavement or Sidewalks only. TOP VIEW SIDE VIEW Excavation - 50-1/2 cubic yards 6" Crushed Rock 2" to 3"Final Grade (Pavement) 7'6" to 7'-7" Adjustable Cover (See NOTE Below) 8" Base Section 6,400 lbs 8'-8" Top Section 2,390 lbs Center Section 6,640 lbs 4'-10" 6'-8" 8" 13'-0" 11'-0" 3,270 lbs Cover Slab 6'-10" 8" @SW1, SW2 PARTIAL PLAN DETAIL SCALE: 1"=10' CONDUIT ENTRY DETAIL @ J07 NOT TO SCALE X XXX SIDE VIEW EXCAVATION: 5-1/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 7'-0" 7'-0" VIEW 38" 54"54" TOP48"48" LVE ENCLOSURE VAULT DETAIL @V03, V04 Not to scale LUCAS KNAUSS 253-313-8029 1/25/22 J. FELLER 253-204-1990 1/25/22 J. FELLER ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER 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 T. NGUYEN 253-437-6703 07/02/21 D. BRINKMANN 253-234-6445 07/02/21 D. BRINKMANN -09/28/21 RW-123894 RENTON SOLERA SCHEDULE 73 2828 SUNSET LN NE, RENTON, WA 98056 N/A N/A N/A 101141447 AS NOTED 5/5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Fabian Gomez 3/17/2022 LUCAS KNAUSS 253-313-8029 1/25/22 J. FELLER 253-204-1990 1/25/22 J. FELLER MFP23001384