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Home My WebLink AboutMFP23004013.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP23004013 IVR Number: 23004013 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:08/01/2023Application Date:0007200149Parcel Number: 375 RAINIER AVE S Permit Type:08/29/2023Issue Date:Franchise Permit Work Class:08/28/2024Expiration Date:Minor Utility Job Number: 185013330Franchise Type:Electric Description: Puget Sound Energy Electric Work in ROW at J01, J02, V02 to install new JBOX J02 and PM XFMR V02. 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 185013330 361 Rainier Ave S #Temp TIN NGUYEN 253-244-4303 Monday - Friday 8:00AM - 3:00PM MFP23004013 Scott Warlick CED 8/29/2023 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: Must have approved Traffic Control Plan (TCP) prior to commencing the work. Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. Comply with all traffic regulations of the City of Renton and the State of Washington. Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends and holidays) prior to starting any work. Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder’s agents and employees. The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. All permit conditions shall be met. NOTES: Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT. Approved Temporary Traffic Control Plan must be at the work site during work hours. Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021 In the case of Temporary No Parking Zones, all the following apply in addition to previous: Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) CORRIE RYDBERG 1923ONLYONLY1 6 1 5 1 5 S 3R D P L ONLYONLY1313 12S 3RD ST ONLY 11 11 11 11 ONLY 11 1111111111111311111111221111 J02 J01 RAIN IER AVE S ARRW-BRDW20-1ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RW4-2R200'200'200'SW SUNSET BLVD W20-1ROADWORKAHEADW20-1 ROAD WORK AHEAD W20-1 ROADWORKAHEADW20-1ROADWORKAHEADS/W CLOSEDR9-9CROSS H E R E S/W CLOS E D AHEAD R9-11S/WCLOSEDR9-9CROSS HERES/W CLOSEDAHEADR9-11 N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Kali-Jamal Collins 424-425-6425 Kali-jamal.collins@pse.com 1 OF 1361 Rainier Ave S, Renton, WA 0 514284972 07/25/2023 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 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Jamal I. Collins Card No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION LEGEND VAULTVault CHEVRON ARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY MFP23004013 ROW 118' 300 330 375 317776-165823 37.5 kVA 120/240V (A) 317775-165818 500 kVA 208V (ABC) 317778-165818 317755-165834 25 kVA (A) 317780-165838 112.5 kVA 208V (ABC) 317787-165813 500 kVA 120/208V (ABC)JJJ J 317787-165813 500 kVA 120/208V (ABC) 317778-165818 PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 140' (AØEJD153) (BØEJD154) (CØEJD155)J317776-165823 37.5 kVA 120/240V (A) 317775-165818 500 kVA 120/208V (ABC) EXISTING 1-RUN 3Ø 1/0 UG JKT CABLE (AØADM271) (BØADM272) (CØADM273) EXISTING 1-RUN 1Ø 1/0 UG JKT CABLE (AØAED249) PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 140' (AØEJD266) (BØEJD267) (CØEJD268) 317787-165813 500 kVA 120/208V (ABC) 317778-165818100'CUSTOMER SUPPLIED 19-1/2 CUBIC YARD 6" CRUSHED ROCK CUSTOMER SUPPLIED 9' X 11' WORK PIT CUSTOMER SUPPLIED 11' X 11' WORK PIT CUSTOMER SUPPLIED 20 CUBIC YARD 6" CRUSHED ROCK PSE INSTALLED 1-4" SCHL-80 CONTINUOUS PVC CONDUIT ± 120' 90° R=60"20' J RAINIER AVE SSIDEWALKSIDEWALK ROW 118' 36' 60' 9' 10' 1' 1'8' 2' 3' PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)QTY. DESIGN LENGTH (FT) BENDS PULL (LBS) PULL REV (LBS) CABLE SIZE DESIGN LENGTH (FT) PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE J02 V02 4 1 120'1 554 456 3Ø 1/0AL JKT 140'EJD153 EJD154 EJD155 - J02 V01 EJD266 EJD267 EDJ268 4" PVC (FT) & BENDS =120'1 0 0 0 1/0 AL JKT TOTAL (FT) =140' UNDERGROUND CIRCUIT MAP SCALE: 6" = 1 MILE RAIN IER AVE S FAULT CURRENT TABLE 3Ø PM TRANSFORMERS (208Y/120V) 120V WINDINGS 208V WINDINGS LOCATION SIZE R/X MIN. %Z FAULT CURRENT MIN. %Z FAULT CURRENT V02 500kVA 0.2 --2.30 60,300 AMPS 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, or as required by your local municipality. 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 on private property. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. SITE PLAN SCALE: 1" = 50' 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 9' X 11' WORK PIT 19-1/2 CUBIC YARDS OF 6” CRUSHED ROCK AT J02 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 . N Vicinity Map N/A ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. FOREMAN (CHECK BOX WHEN COMPLETED) PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. Grid, Cable, and Switch numbers INSTALLED & VERIFIED. Field Changes RED-LINED on As-built. Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE. Foreman's Signature _______________________________________________ Print Name ___________________________________ Date ______________ Material VERIFIED and CHANGES noted on Paperwork. Total PRIMARY Cable noted on As-built. Company ID#'s RECORDED in correct location on As-built. Deviations noted on the As-built and their reason. I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required"THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) NEW CABLE DIAGRAM NOT TO SCALE NEW CONDUIT DIAGRAM NOT TO SCALE PARTIAL PLAN DETAIL SCALE: 1" = 20' NOT TO SCALE CROSS SECTION - RAINIER AVE S LOOKING NORTHWEST NE 118' ROW CL SW SITE SPECIFIC NOTES AT V01: 317775-165818 -EXISTING STRUCTURE & 500kVA 120/208V TO REMAIN AT J01: 317776-165823 -EXISTING STRUCTURE & 37.5kVA 120/240V TO REMAIN AT J02: 317778-165818 -INSTALL (1) HH 4'8" X 7' X 5' HH W/ GROUNDS PER STD 6055.1030 (JBOX15L) -INSTALL (9) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J) -INSTALL GRID #317778-165818 AT V02: 317787-165813 -INSTALL (1) COVER HH 8' X 8' W/ 24" X 60" ACCESS FOR TEMP PM TRF (MID 9996109) -INSTALL (1) 500KVA PADMOUNT TRF (MID: 6258250) -INSTALL (3) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J) -INSTALL (4) #2 TO 500 KCMIL CONNECTOR LUGS (MID 7651002) -INSTALL (12) MOUNTING BOLT KITS (MID 7651008) -INSTALL GRID #317787-165813 -CONNECT CUSTOMER OWNED, INSTALLED, & MAINTIANED SVCS M01: -INSTALL 1200A 3PH 120/208 METER SPAN SPECIFIC NOTES J01 TO J02: -INTERCEPT EXISTING UG PRI CABLE & CONDUIT FOR J02 PLACEMENT -RE-ROUTE EXISTING CABLE TO J02 J02 TO V02: -INSTALL 1-4" SCHL-80 CONTINUOUS PVC CONDUIT, ± 120' ___' ACTUAL -INSTALL 1-RUN 3Ø 1/0 UG JKT CABLE, ± 140' ___' ACTUAL 317778-165801 300 kVA 208V (ABC) JOB SITE JOB SITE Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: V02 317787-165813 500kVA 6258250 CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE EAR-17 10/2022 184.00 157.00 182.00 0.00 0.00 0.00 184.00 157.00 182.00 UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP T. NGUYEN 253-244-4303 07/06/23 T. NGUYEN 253-244-4303 07/06/23 E. SCHOTT 714-893-2405 07/06/23 REQUIRED RENTON CHICK-FIL-A RENTON TEMP PHASE 1 3Ø PRI CUT IN WITH J-BOX, PRI L/E TO TEMP XFMR LOCATION 361 RAINIER AVE S, RENTON, WA 98055 N/A N/A N/A 185013330 AS NOTED 1 OF 2 KING N/A N/A CSPSKEPM SE 18-23N-05E N/A N/A 2305E072 2305E076 2305E072NW EAR-17 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A E-Mail: Cell Phone: Project Manager Contact Information: Manager:TIN NGUYEN 253-244-4303 TIN.NGUYEN@PSE.COM GAS PHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER#185013330SCALE: 6" = 1 MILE OVERHEAD CIRCUIT MAP 2305E076 Owner / Developer Contact Info officeATTN: CHICK-FIL-A, INC. 15635 ALTON PKWY SUITE 350 IRVINE, CA 92618 DON IKLER 404-305-4407 CIRCUIT FEET ADDED: EAR 17 120' 514284972 185013330Superior JOB SITE 00 1"2" 00 50'100' Service Connection 514285152 587035700 Meter 508933148 3000523146 MFP23004013 RESTORATION PER CITY OF RENTON STANDARDS 185013330Communications Primary Power Cables or Conduit Excavated Dirt Pile ROADSIDE Final Grade 24" Min 12" Min Separation 36" Min Cover 48" Max Backfill (No rocks over 10" diameter) Separation 12" Min Gas 4" Sand Bedding 32" Typical (Power, Gas, and Communications) JOINT TRENCH DETAIL Primary-Mainline Gas & Communications (NTS) Separation 12" Min 6" or 12" Min Sand Shading after Compaction - A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches (No PSE gas) - A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter. 10' 10' APPROVED TRANSFORMER AREA 10' TRANSFORMER CLEARANCES FROM COMBUSTIBLE SURFACESCOMBUSTIBLE BUILDING WALLS AND ROOFFLOW 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 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 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 ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER 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) CLEAR WORKING SPACE FOR J-BOX NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN 2" Excavation - 19-1/2 cubic yards SIDE VIEW 5'-4"Crushed 6" Rock TOP VIEW 9' 11' 7'-0" 4'-0" 1' 4'-8" 4,750 lbs 2,490 lbs VAULT & EXCAVATION DETAIL @ J01 Not to scale 6055.1030 8' TRANSFORMER CABINET FOOTPRINT 3Ø PRIMARY CABLE IN 1-4" PVC CONDUIT 10' 36" MIN COVER 6" CRUSHED ROCK BEDDING TEMPORARY CONCRETE LID 3Ø PRIMARY CABLES 4" PVC CONDUIT TEMPORARY CONCRETE PAD COMPACTED BACKFILL CUSTOMER SUPPLIED SECONDARY PVC TOP VIEW TEMPORARY TRANSFORMER INSTALLATION DETAIL Not to scale 6315.1000 - MEDIUM UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP T. NGUYEN 253-244-4303 07/05/23 T. NGUYEN 253-244-4303 07/05/23 E. SCHOTT 714-893-2405 07/05/23 REQUIRED RENTON CHICK-FIL-A RENTON TEMP PHASE 1 3Ø PRI CUT IN WITH J-BOX, PRI L/E TO TEMP XFMR LOCATION 361 RAINIER AVE S, RENTON, WA 98055 N/A N/A N/A 185013330 AS NOTED 2 OF 2 KING N/A N/A CSPSKEPM SE 18-23N-05E N/A N/A 2305E072 2305E076 2305E072NW EAR-17 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 8' MFP23004013