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HomeMy WebLinkAboutEx_05_Minor_Franchise_PermitDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP23003590 IVR Number: 23003590 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:07/10/2023Application Date:7227900075Parcel Number: 2900 NE 10TH ST Permit Type:07/13/2023Issue Date:Franchise Permit Work Class:07/12/2024Expiration Date:Minor Utility Job Number: 101137749Franchise Type:Electric Description: Puget Sound Energy Electric PSE TO REMOVE POLES & PRIMARY ON INDEX AVE NE & INSTALL UG PRIMARY FROM GRID#318508 166750 ALONG INDEX AVE NE TO GRID#318547 166768 IN CUSTOMER PROVIDED TRENCH. 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 DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 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 101137749 2900 NE 10TH ST JENNY CHAU 253-208-9480 MFP23003590 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 7/13/2023 DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 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. DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 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 DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 2900 NE 10th St Renton WA 98056 USA19 19 1313NE 10TH STJEFFE R S O N A V E N E 1515I N D E X A V E N EBUSSTOPBUSSTOPPLACE SIGNSBOTH SIDES OFWORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKFR O M TO TO W A W A Y A R E A PH O N E 8 8 8 - 9 9 9 9 INF R A S O U R C E L L C 0 0 0 0 0 0 0 0 0 0 NO P A R K I N G NO- P A R K P01W20-1ROADWORKAHEADRIGHTSHOULDERCLOSEDW21-5aR100'100'W20-1R O A D W O R K A H E A D W2 0 - 1 ROADWORKAHEADRESIDENT(S) WILL BE INFORMEDOF POSSIBLE TEMPORARYDRIVEWAY CLOSUREUSE MAXIMUM AVAILABLESPACE FOR SIGNSLEFTKEEPR4-8BNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVMatlock Highbarger(808) 375-4152Matlock.Highbarger@PSE.com1 OF 22900 Northeast 10th Street, Renton, WA0 51097640306/20/2023Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425MFP23003590DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 2900 NE 10th St Renton WA 98056 USA 19191313 N E 1 0 T H S T JEFFERSON AVE NE15 15 INDEX AVE NEB U S ST O P B U S S T O P P01PLACE SIGNSBOTH SIDES OFWORK AREAFR O M TO T O W A W A Y A R E A PH O N E 8 8 8 - 9 9 9 9 IN F R A S O U R C E L L C 0 0 0 0 0 0 0 0 0 0 N O P A R K I N G NO- P A R KFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKV01maintain (2) 11' lanesW2 0 - 1 ROADWORKAHEADRIGH T L A N E CLO S E D AHE A D W20-5RW1-4LW20-1ROADWORKAHEADW20-1ROAD WORK AHEAD W2 0 - 1 ROA D WOR K AHE A D LE F T KE E P R4 - 8 B KEEPR4-7BRIGHTK E E P R4 - 7 B R IG H T RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE USE MAXIMUM AVAILABLE SPACE FOR SIGNS N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGET SOUNDENERGY Designer: Job # REV Matlock Highbarger (808) 375-4152 Matlock.Highbarger@PSE.com 2 OF 22900 Northeast 10th Street, Renton, WA 0 510976403 06/20/2023 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 MFP23003590 DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 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 J.CHAU (253) 208-9480 6/20/22 A.PERNELL 253-289-8568 4/1/21 N/A N/A N/A A.PERNELL 253-289-8568 4/1/21 RW-130851 RENTON SUNSET GARDENS PRIMARY OH/UG CONVERSION SCH 73 2900 NE 10TH ST, RENTON, WA 98056 N/A N/A N/A 101137749 AS NOTED 1 OF 3 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NOTE: DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE, SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS, COMPACTION, ALL HARD SURFACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED). ALL CROSSING TO BE DONE PARALLEL OR PERPENDICULAR TO ROAD. STRAIGHT CROSSING ONLY. OVERHEAD CIRCUIT MAP: 2305E040 SCALE: 6" = 1 MILE JOB SITE N Vicinity Map 47.5,-122.179 Owner / Developer Contact Info officeATTN: SINSET GARDENS 2900 NE 10TH ST RENTON, WA, 98056 RYAN ARP 206-285-2966 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. GAS PHONE CABLE TV 108127699 N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Removal Distribution HP Svc/MSA PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" E-Mail: Cell Phone: Project Manager Contact Information: Manager:JENNY CHAU (253) 208-9480 JENNY.CHAU@PSE.COM 101137749THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) Service Stubs 101137749 N/A N/A 510976403 N/A JOBSITE 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. LEGEND EXISTING PROPERTY LINE EXISTING UG RISER NEW UG RISER SVC STUB J-BOXJ 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 VAULTP EXISTING POLE DOWN GUY EXISTING SECONDARY SERVICE LINE DISCONNECT - UNFUSED EXISTING STREETLIGHT NEW POLE PROPOSED PADMOUNT TRANSFORMER EXISTING PADMOUNT TRANSFORMER PROPOSED TOTAL UNDERGROUND TRANSFORMER EXISTING TOTAL UNDERGROUND TRANSFORMER HANDHOLE PRIMARY METERING POINT 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 streetlights, area lights and floodlights to Sumner yard. Pre-Construction -Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. -All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. -Notify customers of all outages 48 hours in advance. Work Drawings & Documents -PSE Project Manager or Engineer shall approve field design changes. -Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of work sketch. -Return one Foreman's copy of work sketch to Project Manger at completion of job. -When permits are required, a copy of the permits shall be available on work site at all times. Safety - efer to PSE standards 6275.3000 for requirements on System Grounding -Refer to PSE standards 6275.9210, 6275.9230 and 6275.9250 for personal protective grounding requirements. -Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. -Proper line clearances shall be taken at the beginning, and released at the end, of each workday, or as otherwise instructed by the System Operator. -Provide signs, barricades, and traffic control in conformance with permit regulations. -Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. -Maintain traffic flow as required by permitting agency. Joint Facilities -Coordinate with Communication Companies for transfers. OVERHEAD CONSTRUCTION Poles & Structures -Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the center of the pole. -All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. -Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. -Install grid numbers on all new and existing poles as shown on sketch. -Straighten existing poles as indicated or as necessary. -Treat all field-drilled poles with copper napthenate wood preservative. -Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore the area similar to adjacent landscaping. Conductors & Equipment -Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set, unless otherwise indicated on this sketch. -Transfer existing transformers to new poles unless otherwise indicated on this sketch. -Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites being worked within the scope of the project where they are currently missing. - For 12vK construction, install avian protection with #4 CU-covered jumpers (MID#9998076) and #4 SD Aluminum covered tie-wire (MID#8309760). For 34vK construction use bare wire primary jumpers with pre-formed helical-grip ties and avian protection devices when required per Std. 6015.2000. Jumpers for poles that are double dead ended with tree wire can be either the same size tree wire conductor or covered CU. -Apply grit inhibitor on all Ampact, stirrup, and dead-end connections. -Connect primary taps and transformers to same phase as existing unless otherwise shown on the drawing. -All neutral connections to be made with solid compression connectors. Connect all pole grounds to common neutral. -Use Load-interrupter cutouts (with arc shields) on all primary overheads and underground taps with fused protection above 40T. -Install Wildlife Protectors on all transformers. -If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB) shall be installed around the conduits to a depth of six inches above and to the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140. Materials -The City will provide a schedule of when vault excavation will be ready. All vaults will be delivered by the manufacture to the job site as follows: --575 and smaller with a minimum 3 days advanced notice to PSE storeroom. --5106 and larger with a minimum 5 days advanced notice to PSE storeroom. -If vault excavation is not ready when vaults are delivered, city will provide necessary equipment to install vaults. UNDERGROUND CONSTRUCTION Vault Installation -Vaults shall be installed in accordance with PSE standards 6775.0035 and 6775.0040. -All PSE vaults shall be clean and clear of construction debris with all knockouts and cover adjustments grouted to PSE satisfaction prior to PSE accepting delivery of bare conduit & vault system. Conduit Installation -All PSE conduit installations shall conform to PSE standards 6800.6000, 6800.6050, 6800.8050, and 6825.6505. -All conduits shall be routed and installed per conduit tables, installation diagrams, and details in this work sketch. -A plug shall be installed in all spare conduits. -All conduits entering PSE vaults shall be through the appropriate knockouts to ensure proper cable lay. Vault entries shall not cause cables to cross each other in the vault, or lay in the vault unevenly. -All conduits entries into PSE vault shall be straight and level with a minimum of 6' straight section outside the vault wall and 2” on conduit extending into the vault with bell ends installed. -PSE conduits shall be placed in the trench maintaining a minimum of 1-1/2” of separation. Use conduit spacers (provided by PSE) every10'. -PSE conduit runs shall be placed straight and level. If it becomes necessary to alter conduit alignments, in order to avoid other utilities, the maximum bend radius allowed is 22-1/2 degrees. Bend radius greater than 22-1/2 degrees require prior approval from PSE engineering representatives. -All PSE conduits shall be placed with the minimum separation between other utility facilities as specified in PSE standard 6790.0130. Refer to the typical utility trench cross section detail in this work sketch. -All PSE conduits shall have a minimum of 36” of cover. Cover of less than 36” is permissible on a case by case basis provided that such installations adhere to PSE standard 6790.0130 figure 2. Pre-approved by PSE engineering representatives is required. Cable Tags and Pulling -Primary Underground Cable Identification Tag installation shall conform to PSE standards 6825.6050. -Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150 RESPONSIBILITIES OF THE CITY Documentation -The city and their contractor shall attend a pre-construction meeting specifically for installation of bare duct and vault system. -Field changes shall be pre-approved by PSE or designated representative prior to construction with proof of acceptance required prior to PSE acceptance of completed duct and vault system. Safety -The city contractor shall not access energized power vaults without the assistance of PSE line workers. -The city contractor shall not expose energized power conductors (direct buried or in conduit) without the assistance of PSE line workers. Trench and Excavation -The city shall provide all trench excavation and backfill for the installation of new or modified PSE underground distribution system within the construction area. -All trench excavation shall conform to PSE standards 6790.0075, 6790.0130, 6790.0140, 6790.0250, and 6790.3050. -PSE plans show general trench alignment. They do not show specific cross sections with existing or proposed other utilities. It is the City's responsibility to install PSE facilities at necessary depths to avoid and provide required clearances to other existing or proposed utilities. -Construct the shared utility trench where the various utilities can transition in and out of the trench line in an orderly fashion without altering duct bank alignments of other utility. Separation of crossing utilities sharing the common utility trench is 6”. -Placement of other utility vaults within the trench line alignment encumbering access to PSE facilities is not allowed. - After the new underground system is installed and energized, additional excavation may be necessary to re-train existing underground cables into the new vaults. This excavation will be provided by the city with 48 hours notice. -City shall provide all surveying necessary to assure all PSE vaults are installed in the alignment location specified in this document. The city shall be responsible for establishing grade elevation for PSE vaults. Adjustment of vault lids to final grade will be the responsibility of the City. -Vault hole excavation shall be prepared level and free of debris with a minimum 6” base of crushed rock to prevent vault settling. -PSE Vaults in planter areas shall be set 2” above final grade. -PSE Conductors and equipment are energized. -PSE line Note: The city contractor will not be allowed to make vault adjustments after PSE conductors and equipment are energized. PSE line crew will perform the adjustments on a change order basis. MFP23003590 DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 1000 2804 2900ROW 50' P R E 11 318547-166768 225 kVA 208V (ABC) ROW 60' 318508-166750 318505-166760 15 kVA (B) SLAH5030 318538-166767ROW 50'318536-166771FENCE AREA318536-166771318532-166753318527-166761318548-166768 225 kVA 208V (ABC) 318528-166784 75 kVA (B)318527-166778FIELD BEND JJJUTILITIES 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 D.FOGEL 360-722-2783 4/1/21 A.PERNELL 253-289-8568 4/1/21 N/A N/A N/A A.PERNELL 253-289-8568 4/1/21 RW-130851 RENTON SUNSET GARDENS PRIMARY OH/UG CONVERSION SCH 73 2900 NE 10TH ST, RENTON, WA 98056 N/A N/A N/A 101137749 AS NOTED 2 OF 5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 101137749THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) SITE PLAN SCALE: 1" = 50' SITE SPECIFIC NOTES AT P01: 318508-166750 ( EXISTING) -EXISTING 2017 45' CL 3 POLE TO REMAIN AT P02: 318533-166758 (EXISTING) REMOVE EXISTING 45' CL 3 POLE (1981) -REMOVE FRAMING -REMOVE DOWN GUY -REMOVE ANCHOR -REMOVE EXISTING 150 KVA OH XFMR BANK AND RETURN TO PSE YARD AT P03: 318548-165763 (EXISTING) -REMOVE EXISTING 45' CL 1 POLE (1969) -REMOVE (2) PRIMARY RISERS - REMOVE EXISTING PRIMARY CABLES EHE500, EHE501 & EHE502 AT J04: 318536-166771(EXISTING) -REMOVE EXISTING B.O J- BOX AT P04: 318547-166768 (EXISTING) -EXISTING 40' CL 1 POLE (1959) TO REMAIN -150 KVA OH XFMR BANK TO REMAIN POWER GENERAL NOTES - COMMERCIAL PROJECT 8. EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. Roads shall be paved or have a compacted , crushed rock base in place. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them. All work is to be done in accordance with local municipal and county permit requirements as applicable. Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits and crossings from the individual unit's meter base to the designated connection point. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. WIRE REMOVAL TABLE Location Wire Size & Type Quantity Length (per conductor)RemarksFromTo P01 P02 #2ACSR 4 250' P02 P03 #2ACSR 4 150' P03 P04 #2ACSR 4 100' Total Feet #2 ACSR Removed: 1000' POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P02 318533-166758 45 3 1981 P03 318548-166763 45 3 1961 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P02 318533-166758 50kVA CIRCUIT FEET REMOVED: 500' 00 1"2" 00 50'100' UNDERGOUND CIRCUIT MAP: 2305E034 JOBSITE Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P02 318533-166758 50kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P02 318533-166758 50kVA SCALE: 1" = 50' MFP23003590 Please see the attached utility plan for location of V01 and J01 in relation to the new water services and meters. POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 1000 2804 2900ROW 50' P R E 11 318547-166768 225 kVA 208V (ABC) ROW 60' 318508-166750 318505-166760 15 kVA (B) SLAH5030 318538-166767ROW 50'318536-166771FENCE AREA318536-166771318532-166753318527-166761318548-166768 225 kVA 208V (ABC) 318528-166784 75 kVA (B)318527-166778FIELD BEND JJJUTILITIES 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 D.FOGEL 360-722-2783 4/1/21 A.PERNELL 253-289-8568 4/1/21 N/A N/A N/A A.PERNELL 253-289-8568 4/1/21 RW-130851 RENTON SUNSET GARDENS PRIMARY OH/UG CONVERSION SCH 73 2900 NE 10TH ST, RENTON, WA 98056 N/A N/A N/A 101137749 AS NOTED 3 OF 5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) SITE SPECIFIC NOTES AT P01: 318508-166750 ( EXISTING) -EXISTING 2017 45' CL 3 POLE TO REMAIN -INSTALL 3Ø DE #2ACSR PER STD 6033.1040 (DE2315) -INSTALL (1) STIRRUP, BOLTED & HOT CLAMP #4-4/0 & TAP ABCØ (MID: 2254000 & 2153100) -INSTALL (1) 12kV 200AMP OH/UG TERMINATION PER STD 6043.1000 (TSU3C1F) -INSTALL (3) LB C/O ON NEW FG ARM, FUSE @ 25T (MID: 3412400) -INSTALL SWITCH #T__________ -INSTALL (1) 4" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS4CSS) AT J01: 318527-166761 (NEW) -INST NEW 575 JBOX PER STD 6055.1030 (JBOX15L) -INST HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200) -INST (3) 4-POS JBOX (MID: 7625900) -INST (8) LB ELBOWS (6041,1000, ELB10J) -INST (8) INSULATED CAPS (MID: 7630600) -INST GRID# AT J02: 318538-166767 (NEW) -INST NEW 575 JBOX PER STD 6055.1030 (JBOX15L) -INST HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200) -INST (3) 4-POS JBOX (MID: 7625900) -INST (12) LB ELBOWS (6041,1000, ELB10J) -INST (12) INSULATED CAPS (MID: 7630600) -INST GRID# 318538-166767 AT J03: 318548-166771 (EXISTING) -INST NEW 575 JBOX PER STD 6055.1030 (JBOX15L) -INST HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200) -INST (3) 4-POS JBOX (MID: 7625900) -INST (12) LB ELBOWS (6041.1000, ELB10J) -INST (8) INSULATED CAPS (MID: 7630600) -RECONNECT EXISTING SVC'S SITE PLAN SCALE: 1" = 50' CIRCUIT FEET ADDED: 860' 00 1"2" 00 50'100' CUSTOMER DEVELOPMENT NOTES: A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY. **DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL** CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING: CROSSING/BORING. -OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS. -CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. -PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT OF WAY. -EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY. VAULTS & WORK PITS. -REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD 5/8" CRUSHED ROCK AT P01,P04 & J01 -REQUIRED TO PROVIDE 9' X 11' WORK PIT 20 CUBIC YARDS OF 6” CRUSHED ROCK AT J02 & J03 -REQUIRED TO PROVIDE 8' X 8' CRUSHED ROCK BED AT V01 JOB SITE READINESS. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. - IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT. -IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS . Vault & Equipment Table Site Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-Complete LB DC V01 318530 166755 4' 8” X 5' 6” X 6” Matid: 7655200 PM3P15S Matid: 6258050 J01 318527 166761 4'8" x 7' x 5' HH Matid: 7663200 (3) 200A J-BOX Matid:7625900 3 6 PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT PRIMARY CABLE ASBUILT INFORMATION SIZE Qty LENGTH Design (ft) BENDS PULL PULL Cable LENGTH Design (ft) Cable Numbers Foreman Please Record Foreman - Complete FROM TO (in)90°45°22°11°(lbs) Rev (lbs)Size A B C Manufacturer Compound Year Actual Amount Installed (Conduit & Cable) P01 J01 4 1 230'1 213.58 254 3ØPRI 12KV 1/0 AL SOL 280' J01 V01 4 1 30'105.6 105.6 3ØPRI 12KV 1/0 AL SOL 40' V01 P05 4 1 120'49.1 49.1 3ØPRI 12KV 1/0 AL SOL 150'' J01 J02 4 1 210'1 135.4 140.1 3ØPRI 12KV 1/0 AL SOL 220' J02 J03 4 1 30'36.7 36.7 3ØPRI 12KV 1/0 AL SOL 70' J03 P04 4 1 90'50.8 70.3 3ØPRI 12KV 1/0 AL SOL 100' TOTAL 3Ø 1/0 AL JKT:860' Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P01 318530-166755 50KVA 6258050 POWER GENERAL NOTES - COMMERCIAL PROJECT 8. EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. Roads shall be paved or have a compacted , crushed rock base in place. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them. All work is to be done in accordance with local municipal and county permit requirements as applicable. Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits and crossings from the individual unit's meter base to the designated connection point. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-11 06/4/20 224 231 260 0 0 0 224 231 260 TOTAL 4" CONDUIT: 710' SITE SPECIFIC NOTES AT V01: 318530-166755 (NEW) -INSTALL (1) 4' 8” X 4' 8” X 3' 6” VAULT W/ GROUNDS PER 6045.5000 (PM3P15S) -INSTALL (1) COVER 4' 8” X 5' 6” X 6” ACCESS LID (MID:7655200) -INSTALL (1) 150kVA PADMOUNT TRF (MID:6258050) -INSTALL (3) 12KV LB ELBOWS PER STD 6041.1000 (ELB10J) -INSTALL (4) SECONDARY #2- 500KCMIL CONNECTION LUGS (MID:7651002) -INSTALL (16) MOUNTING BOLT KITS (MID:7651008) -INSTALL GRID: AT P04: 318547-166768 (EXISTING) -EXISTING 40' CL 1 POLE (1959) TO REMAIN -EXISTING 150 KVA OH XFMR BANK TO REMAIN -INSTALL 12KV 3-PH TANGENT DEAD-END FRAMING (6033.1042, DE3310) -INSTALL AL "H" CONNECTORS (MID: 2168000) -INSTALL (1) UG/OH TERMINATION PER STD 6043.1001 (UTSU3C1) -INSTALL CABLE TAGS -INSTALL (2) 6" PRIMARY CONDUIT RISERS ON STANDOFF BRACKET (6042.1000, RIS6CSS) -INSTALL (1) 4" PRIMARY CONDUIT RISER ON STANDOFF BRACKET (6042.1000, RIS4CSS) -RECONNECT EXISTING SVC AT P05: 318528-166755 (NEW) -INSTALL NEW 45' CL-3 DISTRIBUTION POLE W/ GROUNDS PER STD 6010.1000 (PD453) -INSTALL 1- POLE TOP PIN & INSULATOR PER STD 6031.1010 (TAN112) -INSTALL 12KV 3-PH TANGENT DEAD-END FRAMING (6033.1042, DE3310) -INSTALL (1) SINGLE HELIX ANCHOR PER STD (E) 6012.1000 -INSTALL (1) 3/8" PRI & NEUT DOWN GUY PER STD 6012.1000 (GYD3SA & GYD3SAN) -INSTALL 1- 4" RIGID CLEVIS, NEUTRAL IN COMMON POSITION (N) -INSTALL (1) STIRRUP, BOLTED & HOT CLAMP 1/0-397.5 & TAP CØ (MID: 2254100 & 2153100) -INSTALL (3) 50kVA OH TRF 120/240v W/ LB C/O (FUSE @ 15T) PER STD 6025.1000 (TRF...) -INSTALL (1) 4" PRIMARY CONDUIT RISER ON STANDOFF BRACKET (6042.1000, RIS4CSS) SPAN SPECIFIC NOTES **REFER TO SITE PLAN, ONE LINE DIAGRAMS AND TABLES FOR INSTALL** POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P05 318528-166755 45 3 PSE Equip # P06 318548-166768 55'1 E 50' R.O.W. CL W NOT TO SCALE CROSS SECTION - INDEX AVE NE LOOKING EAST Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P01 318530-166755 50KVA 6258050 Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P01 318530-166755 50KVA 6258050 WIRE STRINGING PRIMARY & SECONDARY Location Pri Sec Wire Size & Type Quantity Length (per conductor) Total ActualFromTo P04 P06 XX #2ACSR 1 XX XX MFP23003590 DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 90° R=60" 90° R=60" 1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 200' PSE PROVIDED & CUST INSTALLED 4' X 4' WORK PIT CUSTOMER SUPPLIED 1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 50' PSE PROVIDED & CUST INSTALLED 4' X 4' WORK PIT CUSTOMER SUPPLIED 1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 120' PSE PROVIDED & CUST INSTALLED 9' X 11' WORK PIT CUSTOMER SUPPLIED BACKFILL CUSTOMER SUPPLIED 1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 210' PSE PROVIDED & CUST INSTALLED 9' X 11' WORK PIT CUSTOMER SUPPLIED BACKFILL CUSTOMER SUPPLIED 4' X 4' WORK PIT CUSTOMER SUPPLIED 1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 90' PSE PROVIDED & CUST INSTALLED 1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 40' PSE PROVIDED & CUST INSTALLED BACKFILL CUSTOMER SUPPLIED 6' X 6' WORK PIT CUSTOMER SUPPLIED PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 60' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 230' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 220' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 150' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 100' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 7 0 ' 45° 1-6" SCH'L 80 CONTINUOUS PVC CONDUIT ± 400' PSE PROVIDED & CUST INSTALLED SPARE FIELD BEND 1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 400' PSE PROVIDED & CUST INSTALLED SPARE 1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 60' PSE PROVIDED & CUST INSTALLED PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 80'JJJ90° R=60" 90° R=60" PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 60' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 230' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 220' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 150' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 100' PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 70 ' FIELD BEND PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 80'JJJUTILITIES 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 101137749THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) SCALE: NONE CONDUIT ONE-LINE DIAGRAM SCALE: N/A CABLE ONE-LINE DIAGRAM J-BOX B-FLY DETAIL (J03) SCALE: NONE J-BOX B-FLY DETAIL (J01) SCALE: NONE Prop 4" (SW3) Prop Spare 4" (SW3) Prop Spare 4" (J02) Prop 4" (J02) Prop Spare 4" (V01) Prop 4" (V01) J-BOX B-FLY DETAIL (J02) SCALE: NONE Prop 4" (SW3) Prop Spare 4" (SW3) Prop Spare 4" (J02) Prop 4" (J02) Prop Spare 4" (V01) Prop 4" (V01) Exist 4" Exist 4" Exist 4" Exist Spare 4" Exist 4" Exist Spare 4" Exist 4" Exist 4" D.FOGEL 360-722-2783 4/1/21 A.PERNELL 253-289-8568 4/1/21 N/A N/A N/A A.PERNELL 253-289-8568 4/1/21 RW-130851 RENTON SUNSET GARDENS PRIMARY OH/UG CONVERSION SCH 73 2900 NE 10TH ST, RENTON, WA 98056 N/A N/A N/A 101137749 AS NOTED 4 OF 5 KING N/A N/A CSPSKEPM NW 9-23N-05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A MFP23003590 DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 4'-0" 1'-0" 5'-8" 8" 7'-0" Tubes for 1" adjustable bolts ( 4) Cover 2,490 lbs Top Section 1,835 lbs Base 4,760 lbs 4'-8" (2) 3' Square Plate Doors NOTE: For Installations in pavement or sidewalks with adjustable cover SIDE VIEW TOP VIEW 9'-0" 11'-0" 2" 6'-0" 6" Crushed Rock 3-piece handhole, increase excavation Depth to 6'-6" and 24 cubic yards. 4'-8" x 7' Handhole ( 575) w/adjustable Cover MID#: 7663206 VAULT & EXCAVATION DETAIL @ J01, JO2 & J03 Not to scale 6055.1030 Excavation - 20 cubic yards 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 CLEAR WORKING SPACE FOR J-BOX NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS. 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 Excavated Dirt Pile Final Grade 24" Min Backfill for Schedule 40 Conduit (NO Rocks over 10" Diameter or foreign objects)Separation 12" Min 18" Min JOINT TRENCH DETAIL Primary-Schedule 40 (NTS) 48" Max 36" Min Cover Phone & TV Primary Power Cable in Customer Provided Schedule 40 Conduit ROADSIDE To Excavated Dirt Pile Field Face Quadrant Road Face Quadrant Climbing Space 5" Min CL Direction of Vehicular TrafficCL TOP VIEW Standoff Bracket 15" Min Length Conduit Clamp Conduit CONDUIT RISER PLACEMENT DETAIL (P05) SCALE: NONE 4'x4' Work Pit COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PADMOUNT TRANSFORMER AND VAULT CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 1.5' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA Not to scale 1.5' MIN 3' MIN 3' MIN 3' MIN 10' MIN 3' MIN Field Face Quadrant Climbing Space Road Face Quadrant Climbing Space 5" Min CL LC Direction of Vehicular TrafficTOP VIEW Standoff Bracket 15" Min Length Conduit Clamp Conduit CONDUIT RISER PLACEMENT DETAIL (P04) SCALE: NONE 4'x4' Work Pit SCALE: NONE VAULT DETAIL TOP VIEW Excavation - 10-1/3 cubic yards SIDE VIEW Rock Crushed 6" 4'-4" 2" 8'-0" 4'-8" 3'-6" 4'-8" 6" 20" 4'-8"5'-6" 44" 8'-0" No Secondary PSE Primary Conduit Customer's service wire conduits may enter at any corner other than the corner where the primary cable enters the vault. TV & TEL Electric Service Cable in Conduit 3" Schedule 40 Grey PVC Excavated Dirt Pile Final Grade 24" Min 24" Min to 36" Max Cover Separation 12" Min 20" Min JOINT TRENCH DETAIL Electric Service Cable in Conduit (NTS) To Excavated Dirt Pile 36" MINIMUM COVER IN RIGHT OF WAY Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris, glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter. Backfill for Conduit Free of rocks larger than 8" in diameter) TOP VIEW 6'MIN VAULT LID 3'MIN 3'MIN 3'MIN ROAD SIDE (PREFERRED) FIELD SIDE (PREFERRED) TOP VIEW VAULT LID 6775.0035.02Not to scale 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 PM XFMR VAULT B-FLY DETAIL (V01) SCALE: NONE Customer Owned Services Prop 4" (J02) TOP VIEW Excavation - 10-1/3 cubic yards SIDE VIEW Rock Crushed 6" 4'-4" 2" 8' 8' 4'-8" 3'-6" 4'-8" 6" 20" 4'-8"5'-6" 44" Not to scale 6045.5000-1 3,600 lbs 1,657 lbs VAULT & EXCAVATION DETAIL @V01 PAGE 5 OF 5 MFP23003590 DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811 two business days before you dig RENTON SUNSET GARDENS 2900 NE 10TH ST, RENTON, WA 98056 RENTON SUNSET GARDENSRENTON SUNSET GARDENSTED-40-4199LUA: 21-000168C: 21005145PR: 21-000160R-419929 S-419902 W-419902 WASTEWATER & WATER UTILITY PLANWTRP-27-4199WWP-27-4199WATER UTILITY jchavez 05/02/2023 DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4