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HomeMy WebLinkAboutMFP24002830.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24002830 IVR Number: 24002830 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:06/03/2024Application Date:0423059247Parcel Number: 3926 NE 12TH ST Permit Type:06/26/2024Issue Date:Franchise Permit Work Class:06/26/2025Expiration Date:Minor Utility Job Number: 101166021Franchise Type:Electric Description: Puget Sound Energy Electric SHELTON AVE NE & UNION AVENUE ON NE 12TH ST. CREW TO INSTALL POLES P01 THROUGH P04 AND REMOVE CREW P07 THROUGH P09. 3 80' TRENCHES TO GO ACROSS NE 12TH SO FOR CROSSING X01, X04 AND X06. APPROX 275' OF TRENCHING ON THE N SIDE OF NE 12TH ST FOR4 CROSSING X02,X03,X05 AND X,07. 1 CONCRETE CUT AND 6 SOFT SURFACE CUTS ANTICIPATED. 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 101166021 3926 NE 12TH ST RANDY BLACKIE 425.457.2614 Monday Friday 8:00am 3:00pm Scott Warlick CED 6/26/2024 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 c-curbc-curbc-curbc-curbP06V01P07P02P03P04P05P09P11P08J01V0212.512.5NE 12TH STc-curbBUSSTOPBUSSTOPBUSSTOPBUSSTOPNE 11TH PLSHELTON AVE NEREDMOND PL NE181816169912.512.5 12.512.5 NE 12TH ST12.512.5 NE 12TH STP01HH2H1ASTOP STOP STOP FROM TOTOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAEXISTING GATEW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEAD 100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEAD100'≥S/WCLOSEDR9-9S/WCLOSEDR9-9 CROSS HERES/W CLOSEDAHEADR9-11 PLACE AT THEINTERSECTIONWITH NE 11TH STC/W CLOSEDR9-3RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREFLAGGERS SHALL STOP TRAFFIC IN ALLDIRECTIONS AND ESCORT PEDESTRIANSAROUND/THRU WORK AREANSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com1 OF 43926 NE 12th St, Renton0 51441197005/01/2024Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,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 flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYFLAGGERSTOPPOLETEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386UG/BOX/VAULTVAULTHANDHOLETRENCHMFP24002830 c-curbc-curbc-curbc-curbP06V01P07P02P03P04P05P09P11P08J01V0212.512.5NE 12TH STc-curbBUSSTOPBUSSTOPBUSSTOPBUSSTOPNE 11TH PLSHELTON AVE NEREDMOND PL NE181816169912.512.5 NE 12TH ST12.512.5 NE 12TH STP01HH2STO P STOP STOP EXISTING GATEW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7ARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURESTOP W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4 100'≥100'≥100'≥W20-7AW20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEAD100'≥100'≥100'≥W20-7AH1AProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com2 OF 43926 NE 12th St, Renton0 51441197005/01/2024Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,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 flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYFLAGGERSTOPPOLETEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040UG/BOX/VAULTVAULTHANDHOLETRENCHMFP24002830 c-curbc-curbc-curbc-curbc-curbP06V01P07P02P03P04P05P09P11P08J01V0212.512.5NE 12TH STc-curbBUSSTOPBUSSTOPBUSSTOPBUSSTOPNE 11TH PLSHELTON AVE NEREDMOND PL NE18181616 9912.512.5 NE 12TH ST12.512.5 NE 12TH STP01HH2H1ASTO P STOP STOP EXISTING GATEW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7ARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURESTOP W20-1ROADWORK AHEAD W20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROAD WORK AHEAD W20-4ONE LANE ROADAHEAD100'≥100'≥100'≥W20-7AS/WCLOSEDR9-9S/WCLOSEDR9-9 C/W CLOSEDR9-3FROM TOTOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAFLAGGERS SHALL STOP TRAFFIC IN ALLDIRECTIONS AND ESCORT PEDESTRIANSAROUND/THRU WORK AREACROSS HERE S/W CLOSEDAHEAD R9-11PLACE AT THEINTERSECTION WITHTACOMA AVE NEProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com3 OF 43926 NE 12th St, Renton0 51441197005/01/2024Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,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 flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYFLAGGERSTOPPOLETEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040UG/BOX/VAULTVAULTHANDHOLETRENCHMFP24002830 c-curbc-curbc-curbc-curbc-curbP06V01P07P02P03P04P05P09P11P08J01V0212.512.5NE 12TH STUNION AVE NEBUSSTOPBUSSTOPBUSSTOPBUS STOP UNION AVE NE SHELTON AVE NE181812.512.5 12.512.5 NE 12TH ST1111P01HH2H1ASTOP STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEAD 100'≥RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURESTOP NE 11TH PL 1616W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4 100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4200'≥200'≥200'≥ W20-7A W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4 200'≥200'≥200'≥W20-7AMOVE BUS STOP 200' WEST.KING COUNTY METRO WILL BECONTACTED AT 206-477-1150 FIVE DAYSIN ADVANCE OF SCHEDULED DATE.Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com4 OF 43926 NE 12th St, Renton0 51441197005/01/2024Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated,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 flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYFLAGGERSTOPPOLETEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040UG/BOX/VAULTVAULTHANDHOLETRENCHMFP24002830 N Vicinity Map 47.5031, -122.1667 Owner / Developer Contact Info officeATTN: DR. HORTON 11241 SLATER AVENUE NE, STE #200 KIRKLAND, WA 98033 CLINT LUCAS 425.821.3400 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. FOREMAN (CHECK BOX WHEN COMPLETED) PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. Grid, Cable, and Switch numbers INSTALLED & VERIFIED. Field Changes RED-LINED on As-built. Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE. Foreman's Signature _______________________________________________ Print Name ___________________________________ Date ______________ Material VERIFIED and CHANGES noted on Paperwork. Total PRIMARY Cable noted on As-built. Company ID#'s RECORDED in correct location on As-built. Deviations noted on the As-built and their reason. I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. PHONE CABLE TV 514411970 101166021 N/A 108155358 N/A 583076600 N/A 593257787 N/A 584051507 PROJECT PHASE PWR NOTIF#ORDER# Superior Removal OH Transformer OH Modification UG Transformer 101166021N/ADESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . A. VASQUEZ .02.02.24 N/A .N/A A. VASQUEZ .02.02.24 REDT # ( RW-134179 )RENTON TOWNS ON 12TH SCH 73 OH TO UG CONVERSION P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101166021 AS SHOWN 1 OF 5 KING N/A N/A QCSOKE SE04-T23-R05E N/A N/A 2305E016 2305E040 2305E016 HIG-13 COMCAST JAMES COHN 253.569.0636 LUMEN . . ZAYO GROUP . . RIGHT OF WAY FABIANA DODSON 425.462.3281 E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com ... ... ... CBLUCAS@DRHORTON.COM SITE TOWNS ON 12TH SCHEDULE 73 OH TO UG CONVERSION GENERAL 1. Pre-construction Notify appropriate City or County 48 to 72 hours or as required by permitting agency before starting work on any right-of-way involving a permit. Follow all requirements as outlined by the permitting agency. Locate and mark all underground utilities prior to start of construction. If there is a conflict with the intended trench route as shown on the site plan and existing utilites or obstructions, trench route may need to be moved to opposite side of street. 2. Existing Utilities Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point of crossing. Protect underground utilities during excavation. Use hand excavation methods if necessary to avoid damage. Fabricate and install adequate temporary structures to support and protect underground utilities while exposed during construction. Maintain 6" minimum clearance at crossings between existing utilities and new duct installations. Transition trench or tunnel profile gradually as required at crossings. Maintain 24" minimum separation between new trench or tunnel and parallel existing utilities or as required by the permit agency. In the event of damage to an underground utility, notify Puget Sound Energy at once. Contractor agrees to make work force and resources available at once to Puget Sound Energy or municipal authorities to repair damage at no cost. 3. Work Drawings Maintain on site, in good condition, a complete file of all work drawings. These drawings shall be available at all times to a Puget Sound Energy representative. Corrections and changes made during the job shall be recorded continuously on these drawings. All underground electrical facilities shall have a minimum of 36 inches of cover. Any change must be approved by the PSE engineer or project manager. Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the end of the job. 4. Safety Provide signs, barricades, and traffic control in conformance with local jurisdictions and regulations. Provide flagging and or other vehicle traffic control as needed in conformance with local regulations. (see SPM # 100.4000) Provide adequate signage and protection to traffic during non-working hours. Maintain traffic flow as required by permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and bicycles. Install warning barricades at least every 50 feet along the trench route from the time the trench is opened until the trenching is complete. 5. Existing Systems Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable existing system only to make cutovers and connections as directed by Puget Sound Energy's representative. EARTHWORK See Puget Sound Energy SPM 6800.4050 1. Back hoe, Hand Dug Excavations Paved Surfaces Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow off the edge of paved surface far enough to minimize asphalt disturbance. Repair any blow out areas (where edge has been broken) by sawing. The depth of the trench shall be enough to allow 36" of cover. Backfill material shall be Controlled Density Fill (CDF) cover or select fill (5/8" minus) to meet permit requirements. Unpaved Surfaces Conduit/cable trenches are to be excavated just off the existing road edge or in the shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with the narrowest width bucket practical or plow. Trench shall be deep enough to allow a minimum of 36" of cover over the top most cable. All ditch crossings shall have a minimum of 36" cover from the lowest point within the existing ditch line. Culverts; when installing facilities under a culvert, excavation must be filled with packed crush rock. If any culvert is damaged it will be repaired or replaced in accordance with permitting agency and contractors responsibility. Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes become the property of the contractor immediately upon removal. Remove spoils and wastes promptly to an approved disposal site. Remove spoils containing asphalt or concrete to a disposal site specifically approved for such materials. Provide Puget Sound Energy with a disposal receipt for all spoils. 2. Backfill Unpaved Road Surfaces Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted to 95% density. Backfill for unpaved road sections shall consist of native material compacted to 95% density. At the end of each workday, backfill or plate all trench, remove all spoils and clean roadway surface of large hazardous debris. 3. Surface Restoration Unpaved Surfaces Restore ground surface to original contour. Restore to original condition or better. 4. Landscaping Arrange and perform work to minimize impact to existing landscaping. Restore landscaping that has been disturbed during the course of work, including seeding of banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to avoid sloughing. Leave area in its original state or better at the end of construction. Hand dig if required to prevent damage to tree roots. GENERAL OVERHEAD NOTES: 1. Poles, conductors, devices to be installed per PSE Standards & Specifications. 2. Poles are to be installed or relocated as staked. 3. All new poles set shall be the class indicated on the sketch or better. 4. Install ground plate assembly on all new poles. 5. Install grid numbers on all new and existing poles as shown on sketch. 6. Treat all field-drilled poles with copper Naphthenate wood preservative. 7. Customer/Developer to coordinate between utilities. 8. All new and relocated poles -locations- to be approved by the City of Renton ELECTRICAL 1. Conduit Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC DB120 or 2", 3", 4", or 6" 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 unnecessary damage to sidewalks. Train and coil cables in vaults as required to form a smooth transition from conduit to termination. If terminations are to be performed by others, coil 15' of cable in vault and cap end. 3. Terminations and Splices Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115- 5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317. Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076. 4. Concrete Vaults Excavate, install base material, and compact base material in accordance with Puget Sound Energy SPM 6775.0040. Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road elevation. Install hillholders as required on sketch or by construction notes. 5. Grounding Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2 copper jumper or to Concrentric neutral at each splice vault location. Minimum grounding requirement is 4 grounds per mile. 6. Existing Underground Primary Cable (if applicable) Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall. Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as required by permitting agency. 7. Traffic Control All traffic control to comply with current specifications in M.U.T.C.D. EX OVERHEAD CIRCUIT MAP 2305E040 SCALE: 6" = 1 MILE LEGEND EXISTING PROPERTY LINE EXISTING UG RISER NEW UG RISER J-BOX NEW TRENCH LINE EXIST. 3Ø WIRE EXISTING CENTER LINE EXISTING CONDUCTOR TO BE REMOVED DISCONNECT - FUSED EXIST. 1Ø WIRE EXISTING RIGHT OF WAY PROPOSED PULL VAULT EXISTING POLE DOWN GUY EXISTING SECONDARY SERVICE LINE DISCONNECT - UNFUSED EXISTING STREETLIGHT NEW POLE PROPOSED PADMOUNT TRANSFORMER EXISTING PADMOUNT TRANSFORMER HANDHOLE DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE, SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS, COMPACTION, ALL HARDSURFACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED), NOTE: No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" xxx WORKZONE NE 12TH ST NE 11TH PLSUNSET BLVD NE N/A 594159922UG Modification MFP24002830 DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . A. VASQUEZ .02.02.24 N/A .N/A A. VASQUEZ .02.02.24 REDT # ( RW-134179 )RENTON TOWNS ON 12TH SCH 73 OH TO UG CONVERSION P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101166021 N/A 2 OF 5 KING N/A N/A QCSOKE SE04-T23-R05E N/A N/A 2305E016 2305E040 2305E016 HIG-13 COMCAST JAMES COHN 253.569.0636 LUMEN . . ZAYO GROUP . . RIGHT OF WAY FABIANA DODSON 425.462.3281 ... ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) UTILITY POLE EROSION CONTROL DETAIL Drainage ditches or Dry vegetated sites TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE ROAD SIDE MINIPAD MINIPAD FIELD SIDE VAULT 6" of crushed rock (base for vault) P/L Power Secondary Power Primary Gas 12" Min Horizontal Separation Communications 42" Min 21"1' Feeder 38" 2" 4" Sand Bedding 12" Sand Cover 36" Cover 4" Sand Bedding 42" 6" Additional depth when Feeder is required PSE 10' FRONTAGE EASEMENT 1' TRANSFORMER Final Backfill Initial Backfill Trench Depth 42" - 48" MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED TRANSFORMER TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF3' 3' REDUCED FLAMMABILITY 10' JOINT TRENCH DETAIL NOTES: 1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. * 2. Rocks greater than 10 inches diameter are not permitted in the final backfill. 3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line. 4. Utilities shall not be stacked over the gas line in the trench. 5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies. * Alternatives to full-width trench shading require PSE approval. Primary & Secondary-Mainline Gas & Communications (NTS) Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits R/W or Excavated 12" Typical Power Secondary Power TV & TEL 12" Min 4,5 1,2 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 JOINT TRENCH DETAIL NOT TO SCALE COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 3' MIN Lock Cover Captive L-Bolt service Customer's conductors Set handhole flush to final grade Side View 17" Approx 30" Approx 2" 18" Captive L-Bolt Lock Cover, 10 lbs 40-1/2"27-1/4" Conductors enter from beneath and shall be folded back with handhole SINGLE PHASE SECONDARY HANDHOLE @ H1A NOT TO SCALE 2" Excavation - 19-1/2 cubic yards SIDE VIEW 5'-4"Crushed 6" Rock TOP VIEW 9' 11' 7'-0" 4'-0" 1' 4'-8" VAULT DETAIL @ J01 NOT TO SCALE TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts FRONT FRONTVAULT DETAIL @ V01-V02 NOT TO SCALE TYPICAL NOTCH-OUT FOR TRANSFORMER, NOT TO SCALE & SECONDARY PEDESTAL/HANDHOLE BACK OF EASEMENT STANDARD EASEMENT LINE ROW 10' PL 1' 4' - 5' Min. 1' 7'7' TRANSFORMER (WHEN PRESENT) Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing SpaceRoad Face Quadrant Climbing Space 5" Min CL LCDirection of Vehicular Traffic CONDUIT RISER PLACEMENT DETAIL TOP VIEW NOT TO SCALE NOT TO SCALE ANCHOR DETAIL - PLATE 6' to 8' 6" to 12" Backfill and Compact Cut slot to lay rod in CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN 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 Cables must enter the vault so that they will lay in the opposite direction. TOP VIEW 21" Min. bend radius LSG317 on 750 cable Mark each cable with cable numbers Nylon cable tie PULL VAULT CABLE ENTRY DETAIL Not to scale NOT TO SCALE ANCHOR DETAIL - SINGLE HELIX 6" to 12" Under Normal Conditions 40" Min for Single Helix 65" Min for Triple Helix MFP24002830 575 1'1' 10' 3642 ROW 2 7 1 ROW 1 13 20 1116151412 10 1718 5698 19222123 23 ROW 4 4 TRACT B TRACT A 4018 1225 1200 TRACT O TRACT N NE 12TH ST NE 11TH PLSHELTON AVE NEROAD AROW 2 ROW 1 ROW 4FUTURE TOWNS AT 12TH PLAT DWY DWY DWY 4010 HIG HIG 13 PRE 14 CN#2ACSR3816 3828 3818 1159 1174DWY 3901CBA336ACSRDWY B#2ACSRREMOVE REMOVECBA336ACSR 4015REMOVE REMOVED 336ACSRCBAABC COMCAB TRANSFER SOLID BLADE SW#T91309 FUSE @ 100T SW#T91310 NEW SOLID BLADE SW#T91307 FUSE @ 100T SW#T91308 NEW FUSE @ 65T SW#T91311 NEW FUSE @ 40T SW#T91312 TRANSFER 1-4" 2-6"'C' 'A' 20' TRANSFER 'F' 'H' 'I' NEW TRANSFER EXISTING: VD: 2.0 FL: 2.7 NEW: VD: 2.6 FL: 1.6 EXISTING: VD: 2.1 FL: 2.4 NEW: VD: 2.4 FL: 1.4 EXISTING: VD: 2.1 FL: 2.4 NEW: VD: 2.4 FL: 1.4 EXISTING: VD: 1.2 FL: 3.1 NEW: VD: 1.1 FL: 3.1 EXISTING: VD: 0.8 FL: 2.0 NEW: VD: 2.1 FL: 1.5 115KV 115KVUNION AVENUE2-6"60'50' 60'72'60'53'C'G' 'B' 'D' 'E' TO REMAIN N.O. 1-4" NEW 2-6" NEW 1-4" NEW 2-2" 'AA' EXISTING: VD: 2.0 FL: 2.7 NEW: VD: 2.6 FL: 1.6 EXISTING: VD: 2.0 FL: 2.7 NEW: VD: 2.6 FL: 1.6 EXISTING: VD: 3.0 FL: 5.9 NEW: VD: 2.4 FL: 2.7 REMAIN 1" = 50' DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . A. VASQUEZ .02.02.24 N/A .N/A A. VASQUEZ .02.02.24 REDT # ( RW-134179 )RENTON TOWNS ON 12TH SCH 73 OH TO UG CONVERSION P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101166021 1" = 50'3 OF 5 KING N/A N/A QCSOKE SE04-T23-R05E N/A N/A 2305E016 2305E040 2305E016 HIG-13 COMCAST JAMES COHN 253.569.0636 LUMEN . . ZAYO GROUP . . RIGHT OF WAY FABIANA DODSON 425.462.3281 SITE PLAN ... ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) CIRCUIT FEET REMOVED: 530' CIRCUIT FEET ADDED: 1,670' DEVELOPER TO COORDINATE WITH PSE PROJECT MANGER & SERVICE PROVIDER PRIOR TO EXCAVATING WITHIN 3' OF LOCATE MARKS OF PSE ENERGIZED FACILITIES DEVELOPER TO PROVIDE TYPICAL 10' PSE FRONTAGE EASEMENT FOR OPERATION AND MAINTENANCE OF PSE EQUIPMENT. EASEMENT TO BE CLEAR OF ALL BUILDING OVERHANGS AND FOUNDATION FOOTINGS Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P07 318639-167065 37.5kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage V01 318644-167060 50kVA Material ID#:6247100 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage V02 318643-167083 37.5kVA Material ID#:6247050 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P09 318639-167091 25kVA SITE SPECIFIC NOTES AT P01 -INSTALL NEW 45' CL 3 POLE (PD453) 6010.1000 -SET POLE IN ROW APPROX 62' SOUTH, 12' WEST OF P06 -INSTALL 1Ø DEADEND #2 ACSR (DE2115) 6031.1040 -INSTALL 1Ø TERM ON FIBERGLASS ARM W/ LOAD INTERRUPTER C/O & SURGE ARRESTOR (UTSU1L1) 6043.1001 -ALUM "H" CONNECTOR (2167000) -FUSE @ 65T (3412600); TAP 'C' PHASE -INSTALL SWITCH # T91311 -INSTALL 2" PRI RISER ON NEW STANDOFF BRACKETS (RIS2CSS) 6042.1000 -INSTALL 3/8" PRI DG (GYD3SA) TO NEW ANCHOR 6013.0100 -INSTALL 3/8" NEUT DG (GYD3SAN) TO NEW ANCHOR 6013.0100 -INSTALL SINGLE HELIX ANCHOR (ANDH1) 6012.1000 (L = 10' N) -INSTALL GRID # 318635-167049 AT P02 -INSTALL NEW 30' CL 3 POLE (PS303) 6010.1100 -SET POLE IN ROW APPROX 45' SOUTH, 8' EAST OF P07 -TRANSFER EX. SVC FROM P07 -INSTALL 3" SEC RISER ON NEW STANDOFF BRACKETS (RIS3CSS) 6042.1000 -INSTALL GRID # 318636-167065 AT P03 -INSTALL NEW 45' CL 3 POLE (PD453) 6010.1000 -SET POLE IN ROW APPROX 69' SOUTH, 2' WEST OF P08 -INSTALL 1Ø DEADEND #2 ACSR (DE2115) 6031.1040 -INSTALL 1Ø TERM ON FIBERGLASS ARM W/ LINK BREAK C/O & SURGE ARRESTOR (UTSU1C1) 6043.1001 -ALUM "H" CONNECTOR (2167000) -FUSE @ 40T (3412500); TAP 'B' PHASE -INSTALL SWITCH # T91312 -INSTALL 2" PRI RISER ON NEW STANDOFF BRACKETS (RIS2CSS) 6042.1000 -INSTALL 3/8" PRI DG (GYD3SA) TO NEW ANCHOR 6013.0100 -INSTALL 3/8" NEUT DG (GYD3SAN) TO NEW ANCHOR 6013.0100 -INSTALL SINGLE HELIX ANCHOR (ANDH1) 6012.1000 (L = 10' N) -INSTALL GRID # 318633-167076 AT P04 -INSTALL NEW 45' CL 1 POLE (PD451) 6010.1000 -SET POLE IN ROW APPROX 44' WEST OF P05 -INSTALL 12kV FEEDER TERM, DEADEND (TSU3DF1) 6043.1020 -(3) WEDGE CONNECTORS (2368200) -(10') WIRE #2 7 STR XLP XHHW COVERED BLACK -TRANSFER EX. SVC FROM P09. -INSTALL 6" PRI RISER ON NEW 24" S/O BRACKETS (9995948) (RIS6CSS) 6042.1000 -INSTALL 6" PARTIAL RISER: (7645601) (7642600) (7633600) (7643400) 6042.1000 -INSTALL 4" PARTIAL RISER: (7645401) (7642400) (7633400) (7643200) 6042.1000 -INSTALL 3" SEC RISER ON EX. S/O BRACKET (RIS3CSS) 6042.1000 -INSTALL 7/16" DBL PRI (GYDD71A) DG TO NEW ANCHOR 6013.0100 -INSTALL 3/8" NEUT (GYD3SAN) DG TO NEW ANCHOR 6013.0100 -INSTALL 24" PLATE ANCHOR (ANDP24) 6012.1000 (L = 25' W) -INSTALL GRID # 318640-167104 AT P05 (318639-167110) 50' CLASS H1, 2020 POLE TO REMAIN SITE SPECIFIC NOTES CONT. AT P06 (318640-167052) 45' CLASS 2, 1962 POLE TO REMAIN -REMOVE EXISTING 3Ø TAN PTP FRAMING -RETAIN (1) EX. RISER FOR UG SECONDARY -RETAIN EX. OH TPX SVCS (ADDRESSES 1159, 1174, & 3816) -INSTALL 3Ø DE 336 ACSR (DE3315) 6033.1042 (WEST) -TRANSFER EXISTING #2 ACSR OH PRI & NEUT WIRES TO P01 -SPLICE & SHORTEN AS NECESSARY -INSTALL 3Ø DE 1/0 & FEEDER TERM 336.4ACSR (TSU6D31) 6043.1022 -SUB (3) LINKBREAK C/O'S W/ (3) LOAD INTERRUPTER C/O'S (9999109) -(3) WEDGE CONNECTORS (2368200) -(3) STIRRUPS (2254100) -(3) FUSE @ 100T (3412700) -INSTALL SWITCH # T91307 @ 600A SOLID BLADE -INSTALL SWITCH # T91308 @ 200A -INSTALL 6" PRI RISER ON NEW 24" S/O BRACKET (9995948) (RIS6CSS) 6042.1000 -INSTALL 6" PARTIAL RISER: (7645601) (7642600) (7633600) (7643400) 6042.1000 -INSTALL 4" PRI RISER ON EX. S/O BRACKET (RIS4CSS) 6042.1000 -INSTALL 7/16" DBL PRI (GYDD71A) DG TO NEW ANCHOR 6013.0100 -INSTALL 3/8" NEUT (GYD3SAN) DG TO NEW ANCHOR 6013.0100 -INSTALL 24" PLATE ANCHOR (ANDP24) 6012.1000 (L = 25' W) AT P07 (318639-167065) 45' CLASS 2, 2017 POLE TO BE REMOVED -REMOVE EX. 37.5kVA OH TRANSFORMER -TRANSFER #2 OH TPX SVC ('3901') TO P02 -SPLICE & SHORTEN AS NECESSARY -REMOVE POLE AND ALL PSE FACILITIES AT P08 (318640-167080) 45' CLASS 1, 1963 POLE TO BE REMOVED -REMOVE POLE AND ALL PSE EQUIPMENT AT P09 (318639-167091) 45' CLASS 3, 2014 POLE TO BE REMOVED -TRANSFER EX. OH BRIDLE SVC ('4010') TO P04 -SPLICE AND SHORTEN AS NECESSARY -REMOVE EX. 25kVA OH TRANSFORMER -REMOVE EX. ST. LIGHT (SLAP1781) -REMOVE POLE AND ALL PSE FACILITIES AT SP1: -DEVELOPER TO PROVIDE A 4x4 SPLICE PIT -RETAIN (2) EX. TPX SVC CABLES IN RISERS AND RE-ROUTE TO HH1. AT SP2: -RETAIN & REROUTE EX. CABLE IN RISER TO V02 Oil-Filled Equipment Clearances per PSE Std 0700.1500 If the oil-filled equipment is adjacent to… Clearance Requirement Combustible walls or roof (including stucco).10 FT Combustible walls using a reduced-flammability transformer. Gas service meter relief vent.3 FT Noncombustible walls, soffits, and roofs (including brick, concrete, steel and stone) providing the side of the transformer facing the wall does not have doors. Materials that pass UBC Std. 2-1 or ASTM E136-79 are considered to be noncombustible. 3 FT Generators, customer-owned transformers, fire sprinkler valves, standpipes, and fire hydrants.6 FT Doors, windows, vents, fire escapes, or other building openings.10 FT The water's edge of a swimming pool or any body of water.15 FT Facilities used to dispense or store LP, hazardous liquids, or fuel.20 FT Individual domestic and irrigation wells. Clearance not required on pole mounted transformers (pole placement still applies as stated in 6450.3000), TUT's installed in sealed vaults, 7200V single-phase padmount transformers 50kva or less, and reduced flammability oil. 100 FT CROSSING CONDUIT TABLE X-ING # LOCATION POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN) TYPE SCHED.QTY X01 "A""B"2 80 1 85 ( )' WCL PRIMARY X02 P06 "C" 2 80 1 80 ( )' NCL PRIMARY 4 80 1 80 ( )' NCL PRIMARY 6 80 2 80 ( )' NCL FEEDER "AA""C"3 80 1 65 ( )' NCL SECONDARY P06 "AA"3 80 3 15 ( )' NCL SECONDARY X03 'C'TR. N 2 80 1 30 ( )' NCL PRIMARY 3 80 1 30 ( )' NCL SECONDARY 4 80 1 30 ( )' NCL PRIMARY 6 80 2 30 ( )' NCL FEEDER X04 'D''E'3 80 1 80 ( )' WCL SECONDARY X05 'F'TR. O 2 80 3 60 ( )' NCL PRIMARY 4 80 1 60 ( )' NCL PRIMARY 6 80 2 60 ( )' NCL FEEDER X06 'F'"G"2 80 1 80 ( )' ECL PRIMARY X07 'H''I' 6 80 2 105 ( )' NCL FEEDER 4 80 1 105 ( )' NCL PRIMARY 3 80 1 105 ( )' NCL 2" SCH. 80 GREY PVC = 455 FT 2" PVC PLUG /CAPS = 14 3" SCH. 80 GREY PVC = 325 FT 3" PVC PLUG /CAPS = 14 4" SCH. 80 GREY PVC = 275 FT 4" PVC PLUG /CAPS = 8 6" SCH. 80 GREY PVC = 550 FT 6" PVC PLUG /CAPS = 16 WIRE REMOVAL TABLE Location Pri Sec Wire Size & Type Quantity Length (ft per conductor)RemarksFromTo P06 P04 X 336.4 ACSR PRI & 4/0 ACSR NEUT 4 540 P06 P07 X 1/0 OH TPX 2 145 P08 P09 X #2 OH TPX 1 75 Total Feet (336.4ACSR PRI) Removed 1620 Total Feet (4/0ACSR NEUT) Removed 540 Total Feet (1/0 OH TPX) Removed 290 Total Feet (#2 OH TPX) Removed 75 RETIREMENT POLE TABLE SITE # POLE DATA POLE TRANSFERS REMARKS GRID #HEIGHT CLASS YEAR XFMR CO. ID#TOPPED RMVD TEL TV FIBER ST. LIGHT (ADDITIONAL INFORMATION) P07 318639-167065 45'2 2017 ZAYO GROUP/LUMEN/COMCAST P08 318640-167080 45'1 1963 ZAYO GROUP/LUMEN/COMCAST P09 318639-167091 45'3 2014 ZAYO GROUP/LUMEN/COMCAST POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P01 318635-167049 45 3 PSE Equip # P02 318636-167065 30 3 PSE Equip # P03 318633-167076 45 3 PSE Equip # P04 318640-167104 45 1 PSE Equip # VAULT FARM #1 DETAIL 1" = 10' P10 REMOVED ON SEPARATE WO 108155234 MFP24002830 RESTORATION PER CITY OF RENTON STANDARDS HIG 13 HIG 13 PRE 14CBA336ACSR #2ACSR336ACSRCBAABCSOLID BLADE SW#T91309 NEW SOLID BLADE SW#T91307 FUSE @ 100T SW#T91308 NEW FUSE @ 65T SW#T91311 NEW FUSE @ 40T SW#T91312 TO REMAIN N.O. AØACW426 BØACW427 CØACW428 NEW 1/O AL EJS938-AØ NEW 750 MCM EJS940-AØ EJS941-BØ EJS942-CØ NEW 1/O AL EJS937-BØ NEW 1/O AL EJS936-CØ BØACG742 AØACG293 BØACG294 CØACG295 NEW 1/O AL EJS933-AØ EJS934-BØ EJS935-CØ NEW 1/O AL EJS939-AØ DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . A. VASQUEZ .02.02.24 N/A .N/A A. VASQUEZ .02.02.24 REDT # ( RW-134179 )RENTON TOWNS ON 12TH SCH 73 OH TO UG CONVERSION P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101166021 N/A 4 OF 5 KING N/A N/A QCSOKE SE04-T23-R05E N/A N/A 2305E016 2305E040 2305E016 HIG-13 COMCAST JAMES COHN 253.569.0636 LUMEN . . ZAYO GROUP . . RIGHT OF WAY FABIANA DODSON 425.462.3281 ... ... ... NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) VAULT & EQUIPMENT TABLE SITE #GRID # VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) AS-BUILT INFORMATION LB DC FOREMAN: INCLUDE PHASE TAPPED V01 318644 167060 42"x48"x38" Unistrut HH Matid: 7663001 50KVA MP TRF 120/240 Matid: 6247100 1 1 MINU1SL 6045.1010 AØ V02 318643 167083 42"x48"x38" Unistrut HH Matid: 7663001 37.5KVA MP TRF 120/240 Matid: 6247050 2 - MINU1SR 6045.1010 AØ J01 318643 167071 4'8"x7'x5' w/2-3' Sq Doors Matid: 7663200 J-Box Below Grade w/4-Pos J-Bus x3 Matid: 7625900 7 5 JBOX15L 6055.1030 3Ø ELB10J 6041.1000 CAP (7630600) PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)QTY. DESIGN LENGTH (FT) BENDS PULL (LBS) PULL REV (LBS) CABLE SIZE DESIGN LENGTH (FT) PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED LUBRICANT (Gal.) 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST.ACTUAL P06 P04 6 2 380 -4 --2879 2999 750 MCM 655 EJS940 EJS941 EJS942 -2.9 P06 J01 4 1 175 -2 --312 650 1/0 AL JKT 385 EJS933 EJS934 EJS935 -2.7 J01 P04 4 1 125 -2 --CONDUIT ONLY ---- J01 P01 2 1 180 1 2 --118 265 1/0 AL JKT 475 --EJS936 -1.9 J01 P03 2 1 75 1 2 --60 178 1/0 AL JKT 215 -EJS937 --0.7 J01 V02 2 1 20 ----39 43 1/0 AL JKT 30 EJS938 ---0.1 V02 V01 2 1 195 ----98 99 1/0 AL JKT 255 EJS939 ---1.0 2" PVC (FT) & BENDS =470 2 4 0 0 1/0 AL JKT TOTAL (FT) =975 TTL (Gal.) = 11 4" PVC (FT) & BENDS =300 0 4 0 0 3Ø 1/0 AL JKT TOTAL (FT) =385 6" PVC (FT) & BENDS =760 0 8 0 0 750 MCM TOTAL (FT) =655 MFP24002830 'C' 'A' 'F' 'H' 'I' 'G''B' 'D' 'E' 'J' 45° 45° 45° 45° 2-6" 2-6" 'AA' 45° 45° DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP R. BLACKIE 425.457.2614 . A. VASQUEZ .02.02.24 N/A .N/A A. VASQUEZ .02.02.24 REDT # ( RW-134179 )RENTON TOWNS ON 12TH SCH 73 OH TO UG CONVERSION P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101166021 N/A 5 OF 5 KING N/A N/A QCSOKE SE04-T23-R05E N/A N/A 2305E016 2305E040 2305E016 HIG-13 COMCAST JAMES COHN 253.569.0636 LUMEN . . ZAYO GROUP . . RIGHT OF WAY FABIANA DODSON 425.462.3281 ... ... ... THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) NOT TO SCALE NEW CONDUIT DIAGRAM PRIMARY 2" SECONDARY 3" PRIMARY 4" PRIMARY 6" CONDUIT LEGEND SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H1A HANDHOLE 5 - 1730 HH16350 6050.2000 EX UNDERGROUND CIRCUIT MAP 2305E016 NOT TO SCALE EX UNIVERSAL MAP 2305E016 NOT TO SCALE WORKZONE SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE CONDUIT VOLTAGE ASBUILT INFORMATION SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete FROM TO (1/O,4/O,350)Design (ft)Lot Corner to Meter (ft)(in)Design (ft)90°45°22°11°(Percent)(Percent)Actual Amount Installed Cable Conduit V01 H1A 350 100 -3 5 2 2 --2.4 1.4 V01 P02 350 180 -3 100 1 ---1.1 3.1 HH1 P06 350 55 -3 5 1 ---2.6 1.6 V02 P04 350 270 -3 165 1 2 --2.4 2.7 350 UG Triplex (ft) =605 3" PVC & BENDS (ft)=275 5 4 0 0 0.9 TOTAL QTS OF GLUE 0.9 WORKZONE MFP24002830