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Home My WebLink AboutMFP24005798.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP24005798 IVR Number: 24005798 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:11/17/2024Application Date:1623059063Parcel Number: 404 EDMONDS AVE NE Permit Type:12/10/2024Issue Date:Franchise Permit Work Class:12/10/2025Expiration Date:Major Utility Job Number: 101176607Franchise Type:Electric Description: Puget Sound Energy Electric CREW WILL BE PARKED IN ROW AT GRID #318103 166607 (NEW L/E FROM J BOX), 318119 166599 (REMOVE POLE), 318134 166596 (B/O POLE), 318111 166580 (REMOVE POLE) AND 318111 166598 (PM XFMR INSTALL). CREW WILL REMOVE WIRE BETWEEN P03 P01 AND P01 P02. THERE WILL BE THREE BORE PITS (TWO IN ROW). CUSTOMER TRENCH APPROX 15' IN ROW ONTO PROPERTY. All other work completed on private property, Customer is responsible for all restoration. (2' width & 3' Depth). ASPLUNDH TO TRIM TREES AS NEEDED. 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 CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐Electronic Copy of the TCP Application ☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall: Include map(s) showing the location of the project and work area. Be legible lettering and clear, contrasting, symbols of viewing or printing. Must indicate street names, and north arrow and scale. Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering PLEASE SEE ATTACHED POTELCO, INC 6905 S 228TH ST KENT, WA 98032 101176607 404 EDMONDS AVE NE TONY CONTRERAS 206-637-3648 MFP24005798 Monday Friday 3:00pm Scott Warlick CED 12/10/2024 9:00am 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 11/17/2024 404 Edmonds Ave NE Renton WA 98056 USA 1616 EDMONDS AVE NEEDMONDS AVE NEX' X' X'ROADWORKAHEADW20-1W20-7AP04 P01 V01 FERNDALE AVE N E 4 T H S T NE 4TH S T EDMONDS AVE NE141416162 2 2 2 1616 1818 W20-1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4 X'≥X'≥ STOP STOP STOP W20-1ROAD WORK AHEAD BE PREPAREDTO STOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥ X'≥ X'≥W20-7ABEPREPAREDTOSTOPW3-4 STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ATHE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREAFROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA 0'60'30' N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 1 OF 4404 EDMONDS AVE NE Renton, WA 98056 0 507424776 10/31/2024 Notes: 1. All signs and spacing to conform to the MUTCD and City of RENTON standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREAW20-1ROADWORKAHEADX'W20-1ROAD WORKAHEAD 600 MFP24005798 404 Edmonds Ave NE Renton WA 98056 USAEDMONDS AVE NEP02 FERNDALE AVENE 4TH STN E 4 T H S T EDMONDS AVE NE 1414 1616222216161818 W20-1 ROADWORKAHEADBEPREPAREDTOSTOPW3-4 X'≥X'≥X'≥ W20-7A W2 0 - 1 ROAD WORK AHEA DW2 0 - 4 ONE LANEROAD AHEAD X' ≥ X' ≥ X'≥W2 0 - 7 A W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP STOP STOPSTOP THE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAW20-1ROAD WORK AHEAD FROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREA0'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com2 OF 4404 EDMONDS AVE NE Renton, WA 980560 50742477610/31/2024LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425Notes:1. All signs and spacing to conform to theMUTCD and City of RENTON standards.2. All sidewalks, driveways, exits and egressesshall be completely c lear unless otherwise ind icated,if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.MFP24005798 404 Edmonds Ave NE Renton WA 98056 USA 1616 EDMONDS AVE NEWINDSOR PL NEEDMONDS AVE NEONE LANE ROAD AHEAD W20-4100'100'100'ROADWORKAHEADW20-1W20-7AONE LANEROADAHEADW20-4100'100'100'ROADWORKAHEADW20-1W20-7AROADWORKAHEADW 2 0 - 1 R9-9SIDEWALKCLOSEDR9-9SIDEWALK CLOSED FLAGGERS WILL ASSIST PEDESTRIANS TO CROSS A WORKING ZONE P03 FERNDALE AVE NE 4 T H S T NE 4T H S T EDMONDS AVE NE141416162 2 2 2 1616 1818 W20-1 ROADWORKAHEADW20-4 ONE LANEROADAHEADX'≥X'≥X'≥ W20-7A STOP STOP FLAGGER STOP FLAGGER W20-1ROADWORKAHEADW20-1ROAD WORK AHEAD THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 3 OF 4404 EDMONDS AVE NE Renton, WA 98056 0 507424776 10/31/2024 Notes: 1. All signs and spacing to conform to the MUTCD and City of RENTON standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREAW20-1ROADWORKAHEADX'W20-1ROADWORK AHEAD 600 0'60'30' N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MFP24005798 404 Edmonds Ave NE Renton WA 98056 USA 1616 EDMONDS AVE NEEDMONDS AVE NEX' X' X'ROADWORKAHEADW20-1W20-7AFERNDALE AVE NE 4 T H S T NE 4TH S T EDMONDS AVE NE141416162 2 2 2 1616 1818 W20-1 ROADWORKAHEADSTOP STOP STOP W20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥ X'≥ X'≥W20-7ABEPREPAREDTOSTOPW3-4 STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ATHE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREAFROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA J02 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV YURIY BASHTOVOY 425-424-6425 yuriy.bashtovoy@pse.com 4 OF 4404 EDMONDS AVE NE Renton, WA 98056 0 507424776 10/31/2024 Notes: 1. All signs and spacing to conform to the MUTCD and City of RENTON standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREAW20-1ROADWORKAHEADX'W20-1ROADWORK AHEAD 600 0'60'30' N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 MFP24005798 N Vicinity Map 101176607ARE 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. No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" EDMONDS SINGLE FAMILY SCH'L 73 GENERAL SPECIFICATIONS General -All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. -Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removed daily. -Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. -Return all streetlights, area lights and floodlights to Sumner yard. Preconstruction - Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. - All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. - Notify customers of all outages 48 hours in advance. Work Drawings & Documents - Field design changes shall be approved by PSE Project Manager or Engineer. - Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of worksketch. - Return one Foreman's copy of worksketch to Project Manager at completion of job. - When permits are required, a copy shall be available on work site at all times. Safety - Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements. - Refer to PSE standards 6275.9050 for personal protective grounding requirements. - Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. - Proper line clearances shall be taken at the beginning, and released at the end, of each work day, or as otherwise instructed by the System Operator. - Provide signs, barricades, and traffic control in conformance with permit regulations. - Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. - Maintain traffic flow as required by permitting agency. Erosion & Sediment Control - Refer to PSE standards 0150.3200 for minimum requirements. - Comply with all requirements of permitting agency. - Installed erosion & sediment devices shall be maintained until vegetation has been re-established or disturbed soil has been otherwise permanently stabilized. Joint Facilities - Coordinate with Communication Companies for transfers. OVERHEAD CONSTRUCTION Poles & Structures - Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the center of the pole. - All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. - Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. - Install grid numbers on all new and existing poles as shown on sketch. - Straighten existing poles as indicated or as necessary. - Treat all field-drilled poles with copper napthenate wood preservative. - Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore area similar to adjacent landscaping. Conductors & Equipment - Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set, unless otherwise indicated on this sketch. - Transfer existing transformers to new poles unless otherwise indicated on this sketch. - Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites being worked within the scope of the project where they are currently missing. - Use 397 AAC and Ampact connectors for all bare conductor feeder jumpers and 600 amp switch jumpers. Install tree wire conductor for jumpers on all poles that are double deadended with tree wire. - Apply grit inhibitor on all Ampact, stirrup, and dead-end connections. - Connect primary taps and transformers to same phase as existing unless otherwise shown on the drawing. - All neutral connections to be made with solid compression connectors. Connect all pole grounds to common neutral. - Use Load-interrupter cutouts (with arc shields) on all primary overhead and underground taps with fused protection above 40T. - Install Wildlife Protectors on all transformers. UNDERGROUND CONSTRUCTION Excavation -Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for primary conductors and 24” of cover for secondary conductors. -Road crossings and all trenches within the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for all conductors or as required by the permitting Agency. -All conductors/conduits shall have a minimum of 3” of bed and 3” of clean sand cover. -No rocks larger than 6” shall be included in backfill. -Backfill in road crossings and within the Right-of-way shall be compacted to 95% density or as required by the permitting Agency. -Restore all excavated areas to original condition. - If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB) shall be installed around the conduits to a depth of six inches above and to the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140. Vaults & Handholes - Refer to PSE standard 6775.0040 “Vault and Handhole Installation” - Vaults shall be placed level and 2” above final grade in landscaped areas and flush with final grade when placed in hard surface areas. - A minimum 6” bed of 5/8” crushed rock shall be placed under all vaults. - All conduit entrances shall be grouted. Conductors & Conduit - Refer to PSE standard 6800.6000 “PVC Conduit Installation”. - Unless splices are called for, or otherwise noted or approved, conduit risers shall be plumbed directly to road crossing conduits. - Install insulating caps on all unused primary bushings. - All “spare” conduits shall be capped at each end. Owner / Developer Contact Info officeATTN: TUSCANY CONSTRUCTION LLC P.O. BOX 2170 RENTON, WA 98056 BOB WENZL 206-714-6707PHONE CABLE TV 507424776 101176607 108157660 593261387 PROJECT PHASE PWR NOTIF#ORDER# Superior B/O Pole replace Sch 73 remove OH Xfmr 583078488 101181621 Sch 73 misc OH omrc Cust paid Removal THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) LEGEND CONDUIT RISER OVERHEAD TRANSFORMER JUNCTION VAULT/JUNCTION BOX NEW CONDUCTOR AND OR TRENCH LINE DISCONNECT - FUSED PULL VAULT OR SPLICE VAULT EXISTING POLE DOWN GUY DISCONNECT - UNFUSED NEW POLE PADMOUNT TRANSFORMER SECONDARY HANDHOLE EXISTING CONDUCTOR TO BE REMOVED OR ABANDONED STREET LIGHT TOTAL UNDERGROUND TRANSFORMER ENERGY CUSTOMER DEMAND POINT OR OR OR OVERHEAD JUMPER CONNECTION CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE HIG-16 6/24 186.00 184.00 259.00 1.77 0.00 0.00 187.77 184.00 259.00 JOB SITE 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. CONTRERAS 206-637-3648 8/29/24 H. DAY 253-243-5816 8/29/24 H. DAY 253-243-5816 8/29/24 RW-136454 RENTON EDMONDS SINGLE FAMILY SCH 73 404 EDMONDS AVE NE, RENTON, WA 98059 N/A N/A N/A 101176607 AS SHOWN 1 OF 5 KING N/A N/A CSPSKEPM SE 8-23N-05E N/A N/A 2305E032 2305E040 2305E032 HIG-16 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 E-Mail: Cell Phone: Project Manager Contact Information: Manager:TONY CONTRERAS 206-637-3648 TONY.CONTRERAS@PSE.COM 108160786B/O Pole SCALE: 1" = 50' UNDERGROUND CIRCUIT MAP OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE JOB SITE JOB SITE 593261389OH misc XXXXX XXXXXXXXXXX Service MFP24005798 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 DWY 414402408 NE 4 T H S T FERNDALE AVE NE NE 4TH ST EDMONDS AVE NE404 401 318111-166580 318098-166607 50 kVA 120/240V (B) 318134-166596 318140-166618 100 kVA 120/240V (A) 318100-166626 50 kVA 120/240V (B) 318119-166599 15 kVA 120/240V (C) 318103-166607 318141-166604 318109-166596 HIG1660' ROW 60' ROW 60' ROW #4CUC#4CUC35' EOP 45' EOP35' EOP TREE TRIMMING OR REMOVAL REQUIRED 9476200730 PARCEL # 1723059170 PARCEL # 8880900000 PARCEL #318105-166611 50 kVA 120/240V (A)101176607UTILITIES 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. CONTRERAS 206-637-3648 8/29/24 H. DAY 253-243-5816 8/29/24 H. DAY 253-243-5816 8/29/24 RW-136454 RENTON EDMONDS SINGLE FAMILY SCH 73 404 EDMONDS AVE NE, RENTON, WA 98059 N/A N/A N/A 101176607 AS SHOWN 2 OF 5 KING N/A N/A CSPSKEPM SE 8-23N-05E N/A N/A 2305E032 2305E040 2305E032 HIG-16 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 SITE SPECIFIC NOTES AT J01: 318080-166589 -EXISTING JBOX TO REMAIN -DE-ENERGIZE CABLES AØ33620, BØ33621 & CØ33622 FOR CONSTRUCTION AT J02: 318103-166607 -EXISTING JBOX TO REMAIN -DE-ENERGIZE CABLES AØ33620, BØ33621 & CØ33622 FOR CONSTRUCTION AT P01: 318119-166599 -TOP EXISTING 40' CL-UNK UNK YEAR DISTRIBUTION POLE AT COMMS LEVEL -REMOVE EXISTING 15KVA XFMR AND RETURN TO PSE YARD -POLE STUB TO BE REMOVED ONCE COMMS ARE TRANSFERRED AT P02: 318111-166580 -TOP EXISTING FOREIGN OWNED 40' CL-UNK POLE (1956) AT COMMS LEVEL -POLE STUB TO BE REMOVED ONCE COMMS ARE TRANSFERRED AT P03: 318134-166596 -TOP AND REPLACE EXISTING B/0 POLE 1979 40 ' CL-UNK POLE AT COMMS LEVEL -POLE STUB TO BE REMOVED ONCE COMMS ARE TRANSFERRED AT P04: 318109-166596 -EXISTING CONCRETE POLE TO REMAIN M01 AT "401": EXISTING METER BASE -REMOVE 200A METER SPAN SPECIFIC NOTES -SEE SITE PLAN, ONE-LINE DRAWING AND TABLES FOR REMOVALS & NEW INSTALLS CIRCUIT FEET ADDED: 100' LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: 1330 SQ. FT. 200 AMPS ELECTRIC 12.1 KW 65 A 2.3 % 2.1 % 00 1"2" 00 50'100' WIRE REMOVAL TABLE Work Location Wire Size & Type Quantity Length (per conductor) Remarks From To P03 P01 #4 CU 1 200' P01 P04 1/0 TPX 1 40' P01 P02 1/0 TPX 1 170' P02 M02 1/0 TPX 1 75' TOTAL #4 CU REMOVED 200' TOTAL 1/0 TPX REMOVED 285' 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 318119-166599 40'UNK UNK P02 318111-166580 40'UNK 1956 P03 318134-166596 40'UNK UNK Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P01 318119-166599 15kVA 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. MFP24005798 DWY 414402408 2631 NE 4 T H S T FERNDALE AVE NE NE 4TH ST EDMONDS AVE NEEDMONDS AVE NE404 401 318098-166607 50 kVA 120/240V (B) 318134-166596 318140-166618 100 kVA 120/240V (A) 318100-166626 50 kVA 120/240V (B) 318119-166599 15 kVA 120/240V (C) 318103-166607 318141-166604 318109-166596 318111-166598 37.5 kVA 120/240V (A) 318080-166587 100 kVA 120/240V (B)318080-166589 318088-166586 100 kVA 120/240V (C) 60' ROW 60' ROW 60' ROW #4CUC35' EOP 45' EOP35' EOP PRE 12 TREE TRIMMING OR REMOVAL REQUIRED 9476200730 PARCEL # 1723059170 PARCEL # 8880900000 PARCEL # 318134-166596 318105-166611 50 kVA 120/240V (A)101176607UTILITIES 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. CONTRERAS 206-637-3648 8/29/24 H. DAY 253-243-5816 8/29/24 H. DAY 253-243-5816 8/29/24 RW-136454 RENTON EDMONDS SINGLE FAMILY SCH 73 404 EDMONDS AVE NE, RENTON, WA 98059 N/A N/A N/A 101176607 AS SHOWN 3 OF 5 KING N/A N/A CSPSKEPM SE 8-23N-05E N/A N/A 2305E032 2305E040 2305E032 HIG-16 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 Vault & 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 V01 318111-166598 MINU1SR (3'X3.5'X3.167') PAD-1P-07-120/2 40-37 (37.5 kVA)1 1 6247050 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) J02 V01 2"1 80'X X 1 1 0 0 57.8 63.8 PRI 12KV 1/0 UG 100'EKA583 SECONDARY CABLE & CONDUIT TABLE Work Location Cable Conduit Voltage Drop Voltage Flicker As Built Information Size Length Design (ft) Size Length Design (ft) Bends Foreman - Complete FROM TO (1/0,4/0,350)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable) V01 P04 SEC 1/0 UG TPX 50'3"10'1 0 0 0 N.A.%N.A.% V01 M01 SEC 4/0 UG TPX 115'3"70'0 0 1 0 2.3 2.1 V01 ---CONDUIT ONLY 3"110'0 0 0 0 SPARE RUN SITE SPECIFIC NOTES AT J01: 318080-166589 -EXISTING JBOX TO REMAIN -DE-ENERGIZE CABLES AØ33620, BØ33621 & CØ33622 FOR CONSTRUCTION AT J02: 318103-166607 -EXISTING JBOX TO REMAIN -DE-ENERGIZE CABLES AØ33620, BØ33621 & CØ33622 FOR CONSTRUCTION AT V01: 318111-166598 -INSTALL (1) 36" X 42" X 38" MINI-PAD UNISTRUT HH W/GROUNDS PER STD 6045.1010 (MINU1SR) -INSTALL (1) 37.5KVA 120/240V PADMOUNT TRF (MID: 6247050) -INSTALL (1) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) -INSTALL (1) DUST CAP (MID: 7630600) -INSTALL (3) #6-350 KCMIL SECONDARY CONNECTION BLOCKS (MID: 4842001) -INSTALL CABLE TAG AT P03: 318134-166596 -INSTALL (1) 45' CL-3 DISTRIBUTION POLE W/GROUNDS AS STAKED PER STD 6010.1000 (PD453) -INSTALL 1Ø DEADEND FRAMING PER STD 6031.1040 (DE2115) -INSTALL (1) 3/8" PRIMARY DOWN GUY 15' SOUTH OF POLE PER STD 6013.0100 (GYD3SA) -INSTALL (1) 3/8" NEUTRAL DOWN GUY 15' SOUTH OF POLE PER STD 6013.0100 (GYD3SAN) -INSTALL (1) SINGLE HELIX ANCHOR 15' SOUTH OF POLE 6012.1000 (ANDH1) -INSTALL GRID # -POLE STUB TO BE REMOVED ONCE COMMS ARE TRANSFERRED AT P04: 318109-166596 -EXISTING CONCRETE POLE TO REMAIN M01 AT "401": NEW METER BASE -POTELCO TO CONNECT TO 200A METER SPAN SPECIFIC NOTES -SEE SITE PLAN, ONE-LINE DRAWING AND TABLES FOR REMOVALS & NEW INSTALLS Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (PM) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information 25kVA 120/240v 6247000 V01 318111-166598 CUSTOMER DEVELOPMENT NOTES: A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY. **DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL** CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING: CROSSING/BORING. -BORING FOR CROSSINGS ARE REQUIRED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS. -CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. -PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT OF WAY. -EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY. VAULTS & WORK PITS. -REQUIRED TO PROVIDE 4' X 6' WORK/BORE PIT ATJ02 ("B") -REQUIRED TO PROVIDE 6' X 6' WORK PIT AT WITH 6" BEDDING OF COMPACTED CRUSHED ROCK AT V01 ("A") -REQUIRED TO PROVIDE 6' X 6' BORE PIT AT "C" -REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01 JOB SITE READINESS. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. -IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT. -IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS. MFP24005798 318103-166607 318111-166598 318109-166596 CUSTOMER SUPPLIED & INST. 1-2" HDPE DISCONTINUOUS PVC CONDUIT ± 80' CUSTOMER SUPPLIED 6' X 6' WORK PIT 6" BEDDING OF COMPACKED CRUSHED ROCK CUSTOMER SUPPLIED 4' X 4' WORK PIT CUSTOMER SUPPLIED & INST. 1-3" SCH 40 DISCONTINUOUS SPARE PVC CONDUIT ± 25'±100'±25 ' CUSTOMER SUPPLIED & INST. 1-2" HDPE DISCONTINUOUS PVC CONDUIT ± 70' CUSTOMER SUPPLIED & INST. 1-3" SCH 80 DISCONTINUOUS PVC CONDUIT ± 25' "C" "A" "B" CUSTOMER SUPPLIED 4' X 6' WORK/BORE PIT CUSTOMER SUPPLIED 4' X 6' WORK/BORE PITCUSTOMER SUPPLIED 4' X 6' BORE PIT ±110'± 7 0 ' CUSTOMER SUPPLIED 3/4" CUBIC YARD SAND CUSTOMER SUPPLIED & INST. 1-3" SCH 80 DISCONTINUOUS PVC CONDUIT ± 10' 318111-166580 318134-166596 318119-166599 15 kVA 120/240V (C) 318103-166607 318109-166596 318111-166598 37.5 kVA 120/240V (A)HIG16#4CUC 318134-166596 REMOVE EXISTING #4 CU REMOVE EXISTING 1/0 REMOVE EXISTING 1/0 NEW PRI 12KV 1/0 UG NEW 4/0 UG SEC CABLE SPARE CONDUIT NEW 1/0 UG SEC CABLE 318103-166607 318111-166598 318109-166596 PSE SUPPLIED & INST. 1-RUN 4/0 UG TPX ± 115' 1-RUN 1Ø 1/0 AL JKT UG PRI CABLE ± 100' BØ EKA583 PSE SUPPLIED & INST. 1-RUN 1/0 UG TPX ± 50'101176607CABLE ONE-LINE DIAGRAM SCALE: NTSCONDUIT ONE-LINE DIAGRAM SCALE: NTS 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. CONTRERAS 206-637-3648 8/29/24 H. DAY 253-243-5816 8/29/24 H. DAY 253-243-5816 8/29/24 RW-136454 RENTON EDMONDS SINGLE FAMILY SCH 73 404 EDMONDS AVE NE, RENTON, WA 98059 N/A N/A N/A 101176607 AS SHOWN 4 OF 5 KING N/A N/A CSPSKEPM SE 8-23N-05E N/A N/A 2305E032 2305E040 2305E032 HIG-16 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 NTS PRE/POST CONSTRUCTION PLAN MFP24005798 101176607UTILITIES 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. CONTRERAS 206-637-3648 8/29/24 H. DAY 253-243-5816 8/29/24 H. DAY 253-243-5816 8/29/24 RW-136454 RENTON EDMONDS SINGLE FAMILY SCH 73 404 EDMONDS AVE NE, RENTON, WA 98059 N/A N/A N/A 101176607 AS SHOWN 5 OF 5 KING N/A N/A CSPSKEPM SE 8-23N-05E N/A N/A 2305E032 2305E040 2305E032 HIG-16 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 Will maintain 36" Min. depth while directional drilling 36" Min Depth Final Grade TYPICAL BORE COVER TYPICAL BORE NOTE CALL (800) 424-5555 UTILITY NOTIFICATION CENTER A MINIMUM OF 2 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION TO PREVENT DAMAGE TO UNDERGROUND FACILITIES & AVOID BODILY INJURY. PSE/POTELCO REPRESENTIVE MUST BE ONSITE FOR DURATION OF BORE POTHOLING IS REQUIRED PRIOR TO BORE. ALL OTHER UTILITIES SHALL HAVE THEIR ALIGNMENTS AND PROFILES MAPPED. BORING CONTRACTOR SHALL PREPARE A PROPOSED BORING ALIGNMENT AND PROFILE ON SITE AND PROVIDE IT TO THE PSE/POTELCO REPRESENTATIVE FOR APPROVAL BEFORE COMMENCING ANY WORK BORING CONTRACTOR SHALL USE CONDUIT AND MATERIALS PROVIDED ONLY BY PSE/POTELCO WHEN OPERATING IN PUBLIC RIGHT OF WAY NEW CONDUIT SHALL BE INSTALLED PER PSE STANDARDS AND ADHERE TO ALL JURISCITION REQUIREMENTS. NEW CONDUIT SHALL BE INSTALLED AT 36" MINIMUM COVERAGE. LOCAL JURISIDICTIONS MAY HAVE DIFFERENT REQUIREMENTS FOR MINIMUM COVERAGE IN PUBLIC RIGHT OF WAY. NEW CONDUIT SHALL MAINTAIN MINIMUM 1-FOOT VERTICAL CLEARANCE BETWEEN OUTER SURFACES OF EXISTING UTILITIES AND STRUCTRES. IT SHALL ALSO MAINTAIN A MINIMUM 5-FOOT HORIZONTAL SEPARATION OF WATER MAIN, STORM DRAIN AND 5-FOOT OF SEWER STRUCTURE. LOCAL JURSIDICTION MAY REQUIRE A DIFFERENT MINIUM SEPARATION. TV & TEL Electric Service Cable in Conduit 3" Schedule 40 Grey PVC Excavated Dirt Pile Final Grade 24" Min 24" Min to 36" Max Cover Separation 12" Min 20" Min JOINT TRENCH DETAIL Electric Service Cable in Conduit (NTS) To Excavated Dirt Pile 36" MINIMUM COVER IN RIGHT OF WAY Backfill for Conduit Free of rocks larger than 8" in diameter) Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris, glass, sharp rocks, frozen clods, and rocks larger than 8" 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 UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites 18" MIN 18" MIN 4' MIN 6' MAX 5' PREFERRED 6" MIN6' MAX 3' MIN 3' MIN Neare s t S i d e W a l l or Ob s t r u c t i o n An y O b s t r u c t i o n Ab o v e M e t e r CT E n c l o s u r e Working SpaceMETER & CT Clearances SCALE: NONECUSTOMER-SUPPLIED SERVICE TRENCH CUSTOMER-SUPPLIED TRENCH FOR PRIMARY CABLE Excavated Dirt Pile Final Grade 24" Min Backfill for Schedule 80 Conduit (NO Rocks over 10" Diameter or foreign objects)Separation 4" Min 18" Min JOINT TRENCH DETAIL Primary-Schedule 80 (NTS) 48" Max 36" Min Cover Phone & TV Primary Power Cable in Customer Provided Schedule 80 Conduit ROADSIDE To Excavated Dirt Pile COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 3' MIN 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 6775.0035 Not to scale TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts VAULT & EXCAVATION DETAIL V01 Not to scale 6045.1000 1950 lbs 10' 10' APPROVED TRANSFORMER AREA 10' TRANSFORMER CLEARANCES FROM COMBUSTIBLE SURFACESCOMBUSTIBLE BUILDING WALLS AND ROOFNot to scale METER DETAIL @ M01 SCALE: NONE 32"Typical 24" Min 24"-36" 4'Top View Electric & Joint Utility Work Pit Dimensions 36" Min Drainage Pipe 12" Minimum Clearance from Gas Service Lines Conduit Depth 24" to 36" Max Regulator Gas MeterAssembly 48" 4'8" Service (Permanent Detail:) Not to Scale ConduitEndsClosed 4'8" 24" Min 36" Typical 3' To Trench Property Line Conduit Stakes Customer Provided 3" Schedule 40 or 80 Grey PVC Power Cable Conduit Customer Provided Gas Service Line Conduit 2.5" Conduit Service Riser Customer Provided Elec. Mtr Base Elec Mtr utility provided Gas Meter Relief Vent Building Wall Elec. Mtr Vent Utility Provided Seal 24"-36" Secondary Conduit Road Crossing Rear Secondary Conduit Street Light CIC MINIPAD VAULT CONDUIT PLACEMENT 6045.1010-BNot to scale PLAN VIEW Primary Conduit Secondary Conduit 6" to 12" Under Normal Conditions 40" Min for Single Helix 65" Min for Triple Helix Not To Scale ANCHOR DETAIL - SINGLE HELIX MFP24005798