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Home My WebLink AboutMFP24005903.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24005903 IVR Number: 24005903 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:11/24/2024Application Date:7461410010Parcel Number: 1002 NEWPORT CT NE Permit Type:12/12/2024Issue Date:Franchise Permit Work Class:12/12/2025Expiration Date:Minor Utility Job Number: 101176680Franchise Type:Electric Description: Puget Sound Energy Electric BORE APPROXIMATELY 455' WITHIN ROW TO REPLACE PRIMARY POWER CABLES IN NEW CONDUIT. ACCESS P01, V01 V02. CABLES 13449, 1345. 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 101176680 1002 NEWPORT CT NE CARRIE YLENNI 253-720-9700 MFP24005903 Monday Friday 8:00am 3:00pm Scott Warlick CED 12/12/2024 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 11/24/24 1002 Newport Ct NE Renton WA 98056 USA1616161614141414NE 10TH STNE 10TH STNEWPORT CT NEP01V01BP-1BP-222222222MONROE AVE NEMONROE AVE NENE 10TH STSTO P STOP STOPX'≥W20-7AW20-1ROAD WORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥ S/W CLOSED R9-9S/WCLOSEDR9-9SIDEWALKCLOSEDAHEAD R9-11SIDEWALKCLOSEDAHEADR9-11THE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREANSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVIna Ustemchuk425-398-6063ina.ustemchuk@pse.com1 OF 31002 Newport Ct NE, Renton, WA0 11941477 11/20/2024Notes: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 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'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPWORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Ina UstemchukCard No. 012928Card Exp. 07/31/2025Ina.Ustemchuk@pse.com(425)424-6063MFP24005903 1002 Newport Ct NE Renton WA 98056 USA161616161414NE 10TH STNE 10TH STNEWPORT CT NEV01BP-2BP-322222222MONROE AVE NEMONROE AVE NENE 10TH STSTOP STOPW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORK AHEAD BEPREPARED TOSTOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADTHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAS/WCLOSEDR9-9 S/WCLOSEDR9-9Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVIna Ustemchuk425-398-6063ina.ustemchuk@pse.com2 OF 31002 Newport Ct NE, Renton, WA0 11941477 11/20/2024Notes: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 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'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPWORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Ina UstemchukCard No. 012928Card Exp. 07/31/2025Ina.Ustemchuk@pse.com(425)424-6063NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24005903 1002 Newport Ct NE Renton WA 98056 USA161616161414NE 10TH STNE 10TH STNEWPORT CT NEV02BP-3BP-422222222MONROE AVE NEMONROE AVE NENE 10TH STSTOP STOPW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROAD WORK AHEAD BEPREPARED TOSTOP W3-4X'≥X'≥X'≥W20-7ATHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREFROM TO TOW AWAY AREA PHONE 684-5444 NAME OF FIRM XXX-XXX-XXXX NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAS/WCLOSEDR9-9 S /W C LO S E D R9-9W20-1ROADWORKAHEADProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVIna Ustemchuk425-398-6063ina.ustemchuk@pse.com3 OF 31002 Newport Ct NE, Renton, WA0 11941477 11/20/2024Notes: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 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'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPWORK PITMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Ina UstemchukCard No. 012928Card Exp. 07/31/2025Ina.Ustemchuk@pse.com(425)424-6063NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24005903 OVERHEAD APPARATUS "When performing planned work on a pole with an existing transformer or device, the Service Provider will change out bolted connectors to pressed connectors". Use unit 1-3A to charge time. If you are working on a pole with the pole ground connected with a hot tap, replace it. If the transformer has split bolts on the secondary neutral or services, replace them. If the primary neutral is connected with a hot tap, replace it. If the transformer bank has a 2-bolt connector on the neutral bus, replace it. PSE 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 Street lights, area lights and floodlights. - All fault indicators will be maintained in their current location on the 1/0 cables upon completion of the job. If it is noted to remove any of the indicators they shall be returned to local PSE first response department for re-issue. 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 Project Manager or Engineer. - Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of work sketch. - Return one Foreman's copy of work sketch to Project 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. Traffic /Pedestrian control notes - Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. -The uniform code of traffic control shall be adhered to at all times.. -Provide signs, barricades, and traffic control in conformance with local permit regulations. -Provide route for pedestrians when working on or near sidewalks. -Maintain traffic flow as required by permitting agency. NOTE: Completely rebuild terminations. EXCEPTION: DO NOT REPLACE CUTOUTS UNLESS THEY ARE THE OLDER "BOX TYPE" OR 50 AMP "TRIP LINK" TYPE CUTOUT. REPLACE J-BOXES IF REQUIRED. UTILIZE FEED-THRU T.U.T.s AND REMOVE J-BOXES IF POSSIBLE. REPLACE ALL TRANSFORMER JUMPERS WITH NEW 1/0 JACKETED CABLE. UNDERGROUND CONSTRUCTION Additional notes to standards. -Erosion control must be placed before construction starts. Silt bags must be installed in downstream catch basins. 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 to existing utilities. 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. 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. - No rocks larger than 8" shall be included in backfill. - Back fill 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. Vaults & Hand holes - Refer to PSE standard 6775.0040 "Vault and Hand hole 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. - Civil crew to install Conduit plug on each end until new cable to be installed. - All "spare" conduits shall be capped at each end. Surface Restoration Restore ground surface to original contour and original condition or better. Restore asphalt and concrete in accordance with requirements of local permitting agency. Cold patch or plate trench when necessary. Leave area in its original state or better at the end of construction. SCOPE OF WORK The general scope of this project is to remediate primary cables within the project area by the most economic means possible using replacement, or abandonment. The project involves replacing existing electrical cables in new conduit. Project type : Planned Project location : Number of Cables : 2 Cable Footage Estimated : 505' Cable Numbers Injected : 0 Cable Numbers Repaired : 0 Cable Numbers Abandoned : 0 Cable Numbers Replaced : 13449, 13450 Trench Footage Estimated : 505' There will be an advance notice provided by the contractor 24-hour advance notice of no parking in work areas. Access will be maintained to all residences and their driveways. When work is occurring directly in front of driveways, the contractor will work with the residence to manage access. Traffic Revisions Flagging crews will maintain one lane; flaggers will assist vehicles alternating through the roadway during work hours. For more information on the project 24-hour project information (888) 471-7339, (360) 825-5236 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" 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. POTELCO DESIGN AND Signature _________________________________________ Print Name _________________________________________ This design complies with PSE Any/all variations have been Design/Engineering Standards. QUALITY ASSURANCE pre-approved/documented by the appropriate PSE Representative. Date _________________ JOB SITE JOB SITE MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL Notify Customers and Service Area 48 HRS Prior To Planned Outages ORDER#NOTIF#PROJECT PHASE MAINTENANCE O & M SUPERIOR FAILED SILICONE REMOVAL EXPENSE 11941477 101176680 N/A 108157746 OVERHEAD CIRCUIT: MAP # . SCALE 6" = 1 MILE 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 C. YLENNI 253-720-9700 10/14/24 A. NAWFAL 253-259-7147 10/14/24 N/A N/A N/A A. VORNBROCK 253-677-2164 10/14/24 REQ-CITY OF RENTON PRE-11 NEWPORT CT NE CRP 2026 CABLE REMEDIATION PROGRAM 1002 NEWPORT CT NE, RENTON, WA 98056 N/A N/A N/A 101176680 AS NOTED 1 OF 3 KING N/A N/A QSEPRE NE 09-05-23 N/A N/A 2305E033 2305E040 2305E033 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A Potelco, Inc.DESIGNED BY 1011766801002 NEWPORT CT NE, RENTON, WA 98056 INDEX PAGE 1 - GENERAL NOTES PAGE 2 - SITE PLAN, PRE-POST CONSTRUCTION UNDERGROUND MAP PAGE 3 - PRIMARY CABLE/CONDUIT DIAGRAM, EXISTING CABLE MAPPING Overflow Filter fabric walls for Catch Basin Grate dewatering sedimentCollected Sediment Catch Basin Insert MID 9995728 Filter fabric skirt Secured with grate. EROSION CONTROL NOT TO SCALE 2305E040 LEGEND SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV THREE PHASE WIRE/CABLE - 12.5 KV CABLE TERMINATION BUS (J-BOX) NEW OVERHEAD TO UNDERGROUND CABLE OVERHEAD TO UNDERGROUND CABLE TERM. 10T, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE TOTAL UNDERGROUND XFMR (T.U.T.) NEW COMBINATION J-BOX/PADMOUNT XFMR UNDERGROUND COMBINATION J-BOX/XFMR N.T.S. = NOT TO SCALE X.F.M.R. = TRANSFORMER P.E. = POLYETHYLENE ABBREVIATIONS PRIMARY METERING CABLE SPLICE FAULT INDICATOR WILL NOT PHASE (WNØ) NORMAL OPEN (N.O.) FUSED DISCONNECT: SOLID BLADE DISCONNECT HANDHOLE PULL VAULT UNDERGROUND SWITCH UNDERGROUND J-BOX NEW PADMOUNT XFMR NEW UNDERGROUND XFMR PAD MOUNT XFMR ELECTRONIC MARKER COMBINATION J-BOX/PADMOUNT XFMR NEW UNDERGROUND COMBINATION J-BOX/XFMR TERMINATION CABLE TO REPLACE PROPERTY LINE RIGHT OF WAY CENTERLINE EASEMENT CL Conduit Excavated Dirt Pile ROADSIDE Final Grade 24" Min (ROW) 36" MIN Cover (PVT PROP) 36" MIN 48" Max Backfill (No rocks over 8" diameter) 3" Bedding Clean Native Soil, Sand or 5/8" Minus 12" Typical TRENCH DETAIL NOT TO SCALE 12" Min Shading Clean Native Soil, Sand or 5/8" Minus - A 3" layer of sand, 5/8" minus or clean shading is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches - A 12" layer of sand, 5/8" minus or clean shading is required when excavated native material contains rocks up to 8" in diameter. FOREMAN TO CONTACT REGIONAL CONSTRUCTION MANAGER FOR COVER DEVIATIONS FROM THIS DETAIL PHOTOS AND DETAILED NOTES SHALL BE PROVIDED BY FOREMAN 12" MIN 48" MAX 36" MIN EXISTING PAVEMENT / SIDEWALK VERTICAL SAW CUT LINE CRUSHED SURFACING MATERIAL COMPACT TO 95% MAX DENSITY. EXCAVATION AND HARD RESTORATION DETAIL NOT TO SCALE 12" MIN 3" Sand Bedding or 5/8" Minus 12" Min Sand Shading or 5/8" Minus 12" MIN ASPHALT PATCH, 2" MIN MATCH EXISTING Conduit (ROW) 36" MIN (PVT PROP) 36" MIN For contacts below dial 1-888-CALL PSE (225-5773) Contact Information PSE: PLANNER 355 - 110TH AVE NE BELLEVUE, WA 98004 STEPHEN HARTNETT 425-283-9970 ABANDONING PRIMARY CABLES PSE std. 6825.6200 In a Vault if the cable is ______________________________________________________________________________________ In conduit, -Remove the cable ______________________________________________________________________________________ Not in conduit or it cannot be pulled out, -Cut the cable off approximately one foot from the vault wall. Install a cap on the tail. -When practical, attach the old cable number to the cable stub. ______________________________________________________________________________________ In a Minipad hand hole ______________________________________________________________________________________ In conduit, -Remove the cable ______________________________________________________________________________________ Not in conduit or it cannot be pulled out, -Cut the cable off as much as practical. Install a cap on the tail. -When practical, attach the old cable number to the cable stub. -Stuff the tail into the bottom of the handhole. Be sure the new cables are not trapped by the old cables or the concentric neutrals. ______________________________________________________________________________________ At Risers if the cable is ______________________________________________________________________________________ In Conduit -Remove Cable ______________________________________________________________________________________ Direct buried or it cannot be pulled out, -Cut off the cable at the top of the riser. Install a cap on the tail. and the pole will remain. -When practical, attach the old cable number to the cable stub. ______________________________________________________________________________________ DIRECT BURIED Direct buried or it cannot be pulled out, -Remove the riser. and the pole will be replaced -Cut off old cable just below grade. -Re-fill ground back to existing grade. ______________________________________________________________________________________ DIRECT BURIED Direct buried or it cannot be pulled out, -Cut off the cable just below grade. and the pole will be removed ______________________________________________________________________________________ NOTE: If the pole is to be replaced, remove the abandoned riser and elbow, and stand off brackets (unless they support other conduits). NOTE: If the riser is made of transite material, it shall be removed following procedures in standard 0100.5000, "Transite Pipe Removal and Disposal." _______________________________________________________________________________________ -Remove (not abandon) aboveground transite riser when it is encountered in the field. Belowground transite may be left in place and backfilled. (Transite is a mixture of asbestos and cement. It is nonmetallic, flame-retardant, and resistant to moisture, low temperature, and corrosive agents). -For removal use an approved certified abatement contractor. Call the Environmental Services Department 24-hour pager (206-994-3186) to have a contractor dispatched. Procedure to Abandon Primary Cables: 1. Call the Systems Operator to request a clearance. 2. Follow the directions to ensure the cable is de-energized, apply proper tags as specified in Standard Practice 0201.1011, "Switching and Clearances Handbook," and report back to the Systems Operator. 3. Obtain a clearance from the Systems Operator on the cable to be abandoned. 4. Cut the ends of the cable. 5. The cable number tag may be left on the abandoned cable. NOTE: The cable number shall not be reused. 6. Call the Systems Operator and release the clearance. 7. Remove all "Danger Do Not Operate" tags. 8. The System Operator will then close the O# (Operations number). Existing System: 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 PSE System Operator. Trench Method: CABLE REPLACEMENT Approximate Trench Footage: Abandon Cable Segments: Approximate New 1Ø Cable Footage: Approximate 2" Poly Conduit Footage: Replaced Cable Segments: BORE 455' 0'/455' 0 2 520' Vaults: 455' Approximate Trench PVT/ROW: 0 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. VICINITY MAP 10/18/24253-259-7147A. NAWFAL NAWFAL ALJARAH 10/18/2024 MFP24005903 1002 40T 65T X9849 T93460 1010 1006 1014 10181022 1026 1030 1034 1033 1029 1025 1001 916 3301 3305 3309 3313 3317 3401 3405 NE 10TH ST (PAVED)MONROE AVE NE (PAVED)P# 7461410010 P# 7461410140 P# 7461410020 P# 7461410030 P# 7461410040 P# 7461410050P# 7461410060 P# 7461410070 P# 7461410080 P# 7461410090 P# 7461410100 P# 7461410110 P# 7461410120 P# 0424000015 P# 0424000020P# 0424000025 P# 0424000030P# 0424000035P# 0424000040 P# 0424000045P# 0424000050 EOP=36' ROW=60' FHFH CB CB CB CB FH CB CB BP-1BORE ~ 185'OPEN TRENCH ~ 5' BP-2BP-3BP-4 B O R E ~ 5 0 ' PH-1 PH-2 PH-3NEWPORT CT NE (PAVED)1002 P# 7461410130 EOP=35' ROW=50' ROW=50' EOP=38' S/W S/WS/W S/W S/W S/W S/WBORE ~ 215' 40T X9849 CUT AND ABANDON AØ13450 NEWPOR T C T N E NE 10TH ST CUT AND ABANDON AØ13449 65T T93460NEWPORT CT NE NE 10TH ST AØ - EJX056 AØ - EJX057 SITE PLAN SCALE: 1:50 CREW TO PROVIDE ALL PROPERTY OWNER'S THAT ARE IMPACTED BY PROJECT PRIOR NOTICE AND MAKE AN EFFORT TO WORK WITH PROPERTY OWNER'S TO MAINTAIN THEIR ACCESS TO THEIR PROPERTY, AS WELL AS, REDUCE THE IMPACT OF OUR WORK ON THEIR USE OF THEIR PROPERTY. CIRCUIT FEET REMOVED: 507' CIRCUIT FEET ADDED: 455' WIRE CREW FOREMAN NOTE: ALL FAULT INDICATORS WILL BE MAINTAINED IN THEIR CURRENT LOCATION ON 1/0 CABLES AFTER NEW CABLE IS INSTALLED UNLESS OTHERWISE SPECIFIED. PLEASE RED-MARK ALL FAULT INDICATORS ON "CABLE DIAGRAM" FOR MAPPING. CIVIL CREW FOREMAN NOTE: 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. FURNISH PUGET SOUND ENERGY A COMPLETE SET OF AS-BUILT PRINTS (FOREMAN'S COPIES) AT THE END OF THE JOB. PRE-CON UNDERGROUND MAP: # . SCALE: 1:100 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 C. YLENNI 253-720-9700 10/14/24 A. NAWFAL 253-259-7147 10/14/24 N/A N/A N/A A. VORNBROCK 253-677-2164 10/14/24 REQ-CITY OF RENTON PRE-11 NEWPORT CT NE CRP 2026 CABLE REMEDIATION PROGRAM 1002 NEWPORT CT NE, RENTON, WA 98056 N/A N/A N/A 101176680 AS NOTED 2 OF 3 KING N/A N/A QSEPRE NE 09-05-23 N/A N/A 2305E033 2305E040 2305E033 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A 2305E033 101176680FOREMAN NOTE: CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7 BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE TO UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS & BODILY INJURY. Potelco, Inc.DESIGNED BY MAPS & RECORDS NOTE: UPDATE THE LOCATION OF THE FOLLOWING EQUIPMENT. P01 IS APPROX. 6' SOUTH & 10' WEST OF EXISTING PSE MAPS LOCATION. V01 IS APPROX. 14' SOUTH & 3' WEST OF EXISTING PSE MAPS LOCATION. V02 IS APPROX. 22' SOUTH & 13' EAST OF EXISTING PSE MAPS LOCATION. EXISTING WATER EXISTING POWER EXISTING TELEPHONE EXISTING GAS EXISTING STORM DRAIN EXISTING SEWER LEGEND EXISTING FIBER OPTIC STREET CENTER LINECL RIGHT OF WAY CABLE TO REPLACE BORE PIT BORE PIT"BP"- NEW J-BOX VAULT PROPERTY LINE EASEMENT POT HOLE POT HOLE"PH"- Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing SpaceRoad Face Quadrant Climbing Space 5" Min CL LCDirection of Vehicular Traffic TOP VIEW CONDUIT RISER REPLACEMENT DETAIL @ P01 NOT TO SCALE CONSTRUCTION NOTES P01 -CUT OFF CABLES AT TOP OF RISER -INSTALL A CAP ON THE TAIL -ATTACH OLD CABLE # TO CABLE STUB -REMOVE OLD C/O & TERM -INSTALL 1Ø LI C/O TERM F:65T STD 6043.1000 (TSU1C1) -INSTALL 1-2" L_____' RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS2CSS) -INSTALL SW# T93460 STD 6300.0750 -INSTALL SWITCHBOARD 12' ABOVE GROUND STD 6300.4000 ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE ABANDONED CABLE LEFT IN PLACE ABANDON CIRCUITRYFROM TO 13449 10507249 P01 V01 216 YES NO 1345 10507264 V01 V02 291 YES NO TOTAL CIRCUIT FEET 507' VAULT & EQUIPMENT TABLE SITE GRID NUMBER VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) REMARKS LB DC V01 318494 166905 EXISTING VAULT 75kVA TUT XFMR 120/240v EXISTING 2 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS V01 318498 166880 EXISTING VAULT 75kVA TUT XFMR 120/240v EXISTING 1 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS TOTALS :3 - POST-CON UNDERGROUND MAP: # . SCALE: 1:100 2305E033 Electric Cable in HDPE Conduit Final Grade 24" Typical (6" Min) 36" Min Cover Backfill shall not damage the conduit. Backfill hard surface w/ while directional drilling 36" Min Depth Final Grade 24" Typical (6" Min)8' Longcrushed rock 5/8 minus Backfill soft surface with clean natural material PLAN VIEWTYPICAL BORE COVER Will maintain 36" Min. depth BORE PIT DETAIL NOT TO SCALE BORE PIT POT HOLE *NOTE:BORE PITS, TRENCH HATCHING & POTHOLES ARE NOT SHOWN TO SCALE FOR VISUAL PURPOSES. PLEASE SEE BORE PIT DETAIL FOR TYP. BORE PIT & TRENCH DIMENSIONS. 4" Min Shading Clean Native Soil, Sand or 5/8" Minus 2" Min Bedding Clean Native Soil, Sand or 5/8" Minus A. NAWFAL 10/18/24253-259-7147 MFP24005903 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 65T T93460 EJX056 - AØ 118.33 lbs 49.92 lbs137.10 lbs 138.58 lbs EJX057 - AØ 1-2" - L______' 2-2" - L______' 65T T93460 1-2" - L______' 1002 40T 65T X9849 T93460 1010 1006 1014 10181022 1026 1030 1034 1033 1029 1025 1001 916 3301 3305 3309 3313 3317 3401 3405 NE 10TH ST (PAVED)MONROE AVE NE (PAVED)P# 7461410010 P# 7461410140 P# 7461410020 P# 7461410030 P# 7461410040 P# 7461410050P# 7461410060 P# 7461410070 P# 7461410080 P# 7461410090 P# 7461410100 P# 7461410110 P# 7461410120 P# 0424000015 P# 0424000020 P# 0424000025 P# 0424000030P# 0424000035P# 0424000040 P# 0424000045P# 0424000050 EOP=36' ROW=60' BP-1BORE ~ 185'OPEN TRENCH ~ 5' BP-2BP-3BP-4 B O R E ~ 5 0 ' PH-1 PH-2 PH-3 LEGEND CLP= CENTER LINE OF PAVEMENT EOB= EDGE OF BUILDING PROP= EDGE OF PROPERTY LINE RM= ROAD MONUMENT EOR= EDGE OF ROAD EXISTING CABLES LOCATION PROVIDED BY: LOCATES TICKET # ___ ____________ EXISTING ___' E EOR PROPOSED 7' E EOR BUILT ___' E EOR NEWPORT CT NE (PAVED)EXISTING ___' N EOR PROPOSED 22' N EOR BUILT ___' N EOR EXISTING ___' E EOR PROPOSED 8' E EOR BUILT ___' E EOR 1002 P# 7461410130 EOP=35' ROW=50' ROW=50' EOP=38' S/W S/WS/W S/W S/W S/W S/WBORE ~ 215' PRIMARY CABLE DIAGRAM NOT TO SCALE 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 C. YLENNI 253-720-9700 10/14/24 A. NAWFAL 253-259-7147 10/14/24 N/A N/A N/A A. VORNBROCK 253-677-2164 10/14/24 REQ-CITY OF RENTON PRE-11 NEWPORT CT NE CRP 2026 CABLE REMEDIATION PROGRAM 1002 NEWPORT CT NE, RENTON, WA 98056 N/A N/A N/A 101176680 AS NOTED 3 OF 3 KING N/A N/A QSEPRE NE 09-05-23 N/A N/A 2305E033 2305E040 2305E033 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A Potelco, Inc.DESIGNED BY 101176680CIVIL CREW NOTE: ALL 2" - 90° BENDS MIN 48" RADIUS SCH-80 PVC ALL 2" - 45° BENDS SCH-80 PVC - ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL CABLE IS INSTALLED PRIMARY CABLE & CONDUIT TABLE (FOREMAN TO COMPLETE) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)REMARKS FROM TO SIZE (in)QTY DESIGN LENGTH (ft) ACTUAL LENGTH (ft) TYPE BENDS PULL (lbs) PULL REV (lbs) 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 P01 V01 2 1 190 49.92 118.33 1/0 AL JKT 235 EJX056 --0.6 V01 V02 2 1 265 137.10 138.58 1/0 AL JKT 285 EJX057 --0.9 TOTAL 2"455'TOTAL 1Ø 520'TOTAL LUBE 1.5 PRIMARY CONDUIT DIAGRAM NOT TO SCALE EXISTING CABLE MAPPING SCALE: 1:50 VOLUME OF DISTURBANCE TABLE TYPE DESCRIPTION PROPERTY CLASSIFCATION SIZE (FT) REM CU YD (APPX) GRAVEL FILL CU YD (APPX) COMMON SURFACE TYPES REMARKS BP-1 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT BP-2 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE BP-3 BORE PIT ROW 2 X 14 X 3 3.1 3.1 CONCRETE BP-4 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE OPEN TRENCH TRENCH ROW 1 X 5 X 3 0.6 0.6 CONCRETE TOTAL PVT PROP CU YDS (APPX)0.0 0.0 TOTAL ROW CU YDS (APPX)9.0 9.0 TOTAL CU YDS (APPX)9.0 9.0 A. NAWFAL 10/18/24253-259-7147 MFP24005903