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HomeMy WebLinkAboutMFP22006208DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP22006208 IVR Number: 22006208 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:11/29/2022Application Date:3119900161Parcel Number: 1835 NE 12TH ST Permit Type:12/05/2022Issue Date:Franchise Permit Work Class:12/05/2023Expiration Date:Minor Utility Job Number: 101150550Franchise Type:Electric Description: Puget Sound Energy Electric OH to UG conversion to bring UG Primary for New UG service needed at WSDOT and City cabinet. Lane closure to allow crew to work near walk. RESTORATION PER ITY 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 SUNSET GARDENS HOME LLC 1835 NE 12TH ST RENTON , WA 98056 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 101150550 WSDOT 930 HOUSER WAY N ALEC CASTANEDA 253-268-6896 MFP22006208 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 12/5/2022 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 POLICEUPO ©© V02 V01 J01 SU N S E T B L V D N E111111111111ARRW-BRD LEFT KEEP R4-8B RIGHT LANECLOSEDAHEADW20-5RW4-2LROAD WORKAHEAD W20-1350'350'350'W20-7ABEPREPA RED TOSTOP W3-4X'X' W2 0 - 7 AROADWORKAHEADW2 0 - 1 BEPREPAREDTOSTOPW3 - 4 350' 350' 350'W20-7ABEPR E P A R E D TOST O P W3-4X'X'RIGHT LANE CLOSED AHEAD W20-5RW20-7AX'X'X'ROAD WORK AHEAD W20-11 MILE BEFORE WORK AREA PCMS 11 11 11 11111111 11 11 11 11 11 11 11 11 I-405 ON RAMPNORTHBOUNDPLACE PCMS BOARDS 1 MILE BEFORE WORK AREA. TWO-SECOND SEQUENCE 3-LINE, 8 CHARACTER MESSAGES WILL READ: 1) 2) 3) ROAD WORK AHEAD RIGHT LANECLOSED BE PREPARED TO STOP THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA 1111111111 SRMP 5.4 SRMP 12.628" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP UG BOX/VAULTVault CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY TEMPORARY TRAFFIC CONTROL PLAN 0'80'40' PRINT ON 11X17" SHEETS ONLYN Notes: 1. Notify WSDOT (206) 440-4454 at least 72 hours prior to scheduled projects. 2. All advanced warning signs and spacing to conform to the MUTCD and WSDOT standards. 3. Channelizing devices shall be traffic drums (barrels) with steady burning Type C lights on all State Routes and Hwys. 4. All signs are 48" x 48", Black legend on Orange background. Use class B signs unless otherwise specified. 5. Flaggers shall be in radio contact with each other at all times; flagger stations shall be illuminated during hours of darkness with minimum 150w lights 6. All lane closures shall not infringe upon adjacent lanes. 7. Alert affected residents and businesses if existing on WSDOT roadways. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 8. Work areas will be noted as per distances between State Route milepost markers. 9. See sheet 2 for WSDOT Notes and Tables. Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 10/11/2022 512973408 0 1835 NE 12thSt, Renton, WA Kali-Jamal Collins 425-424-6425 Kali-Jamal.Collins@pse.com 1 OF 2 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 VICINITY MAP MFP22006208 Additional approval will be required from WSDOT for work in their ROW TEMPORARY TRAFFIC CONTROL PLAN WSDOT NOTES & TABLES ”” – Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 10/11/2022 512973408 0 1835 NE 12thSt, Renton, WA Kali-Jamal Collins 425-424-6425 Kali-Jamal.Collins@pse.com 2 OF 2 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 101150550N Vicinity Map 47.5028, -122.1950 Owner / Developer Contact Info officeATTN: WSDOT JIM RHODES 425-213-9930 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) PSE No No No Yes Yes Yes No YesDeveloper "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. 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 512973408 101150550 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 PROJECT PHASE PWR NOTIF#ORDER# Superior UG Expense Relocation Removal Temporary Job Order Distribution Service Stubs HP Svc/MSA DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP A. CASTANEDA 253-268-6896 11/01/22 K. LIM 206-475-5503 11/01/22 N/A N/A N/A A.VASQUEZ 714-893-2405 11/04/22 NES City of Renton WSDOT SUA 2024A OH TO UG CONVERSION, (1) NEW JBOX, (2) NEW XFMRS 1835 NE 12TH ST., RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101150550 AS NOTED 1 OF 3 KING N/A N/A QCSOKE T23 R05E S17 N/A N/A 2305E029 2305E040 2305E029 HIG-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 E-Mail: Cell Phone: Project Manager Contact Information: Manager:ALEC CASTANEDA 253-268-6896 ALEC.CASTANEDA@PSE.COM x x x x ... ... ... RHODESJ@CONSULTANT.WSDOT.WA.GOV JOB SITE LEGEND PROPOSED 42"X48" VAULT & PM XFMR PROPOSED NEW UG PRIMARY PROPOSED 4'-8" SQ VAULT & TUT EXIST. 115KV WIRE PROPOSED 5'X7'X5' JBOX WSDOT SUA 2024A 3. 2. 1.ALL MATERIALS TO BE INSTALLED IN ACCORDANCE WITH PSE STANDARDS. ANY DEVIATIONS FROM THIS WORK SKETCH MUST BE AUTHORIZED BY PSE'S ENGINEERING AND NOTED ON THE FORMAN'S COPY. TAG CUSTOMER OWNED SERVICE ON SECONDARY(S) AT THE METER BASE AND AT THE POINT OF DELIVERY (THE TRANSFORMER OF PSE SECONDARY HANDHOLE). EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 "TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL" AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. POWER GENERAL NOTES PSE NOTES: C. B. 1.STAKING OF GRADES AND VAULT LOCATIONS TRANSFORMERS SHALL BE LOCATED A MINIMUM OF 3 FEET FROM NONCOMBUSTIBLE WALL OR A MINIMUM IF 10 FEET FROM ANY DOOR, WINDOW OPENING OR COMBUSTIBLE WALL. TRANSFORMERS SHALL BE A MINIMUM OF 6 FEET FROM ANY GAS METER AND/OR FIRE FIGHTING EQUIPMENT. TRANSFORMERS SHALL NOT BE LOCATED UNDER ANY BUILDING EVES. AN AREA 10 FOOT IN FRONT OF ALL TRANSFORMERS LOCATIONS SHALL BE REASONABLY LEVEL AND CLEAR FROM ALL OBSTRUCTIONS. WHEN TRANSFORMERS ARE EXPOSED TO VEHICULAR TRAFFIC THEY MUST MEET THE FOLLOWING MINIMUM CLEARANCES REQUIREMENTS: FROM THE BACK & SIDES - 5 FEET: FROM THE FRONT (MUST ALLOW 10' MIN WORKSPACE) - 10 FEET. CLEARANCE ARE MEASURED TO ANY SURFACE NORMALLY USED BY VEHICULAR TRAFFIC (PARKING LOTS, PARKING SPACES, ALLEYS, DRIVEWAYS OR ROADWAYS) (SEE 0700.1600) CUSTOMER SHALL SUPPLY GUARDPOSTS WHEN THE MINIMUM CLEARANCE REQUIREMENTS TO VEHICULAR TRAFFIC CANNOT BE MET (SEE 0700.1600). SITE PREPARATION WORK AREA SHALL BE AT OF FINAL GRADE, CLEAR OF SPOILS OR CONSTRUCTION MATERIAL WHICH WOULD RESTRICT CONSTRUCTION ACCESS BEFORE WORK BEGINS. TRENCHING AND RESTORATION. A MINIMUM OF 36 INCHES OF COVER IS REQUIRED FOR PSE'S ELECTRICAL SYSTEMS. ALL PSE'S CONDUITS OR DIRECT BURIED CABLES ARE REQUIRED TO BE BEDDED IN 3 INCH AND COVERED WITH 6 INCH OF WASHED SAND. COMPACTION, RESTORATION AND ANY BACKFILL REQUIRE WITHIN THE PROPERTY. REMOVAL AND DISPOSAL OF MATERIALS NOT SUITABLE FOR BACKFILL. DITCH SLOPING OR SHORING PER WASHINGTON STATE LAW FOR EXCAVATIONS DEEPER THAN 4 FEET THAT WORKERS WILL ENTER. BACKFILL OF TRENCH SHALL BE COMPLETED PRIOR TO ENERGIZING. THE DEVELOPER SHALL NOT OBSTRUCT ACCESS TO PSE'S EQUIPMENT OR COVER WITH LANDSCAPING. REQUIREMENTS AROUND CITY WATER, SEWER & STORMS LINES 1 FEET SEPARATION CROSSING OVER UTILITIES. 5 FEET SEPARATION PARALLELING CITY UTILITIES. 6 FEET SEPARATION BETWEEN POWER VAULTS & FIRE HYDRANTS. DEVELOPER NOTES: THE DEVELOPER IS RESPONSIBLE FOR, BUT NOT LIMITED TO THE FOLLOWING ON PRIVATE PROPERTY. A. D. E. 2. 3. A. B. C. D. E. F. 4. 5. A. B. C. CONSTRUCTION OF ELECTRICAL SYSTEM MUST COMPLY TO PUGET SOUND ENERGY STANDARDS OWNER/DEVELOPER RESPONSIBILITIES: PROVIDE ALL TRANCHING, BACKFILL (SELECT BACKFILL AND COMPACTION TO 95% OF ORIGINAL DENSITY IN CROSSINGS) AND RESTORATION WITHIN THIS PROJECT. LOCATE: THE ONE CALL CENTER (1-800-424-5555) MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION SO ALL UTILITIES CAN BE LOCATED PRIOR TO ANY DIGGING TRENCHING-PRIMARY: TRENCHES SUPPLIED FOR PRIMARY SYSTEMS OWNED & INSTALLED BY PSE MUST BE 18 INCHES MINIMUM IN WIDTH & SHALL HAVE A MINIMUM OF 36 INCHES COVER OVER THE TOP OF THE CONDUCTOR OR FROM THE TOP OF THE CONDUIT TO THE POINT OF FINAL GRADE, PROVIDE 3 INCHES OF SAND BEDDING BELOW AND 6 INCHES OF SAND BACKFILL. THE REMAINNG BACKFILL MAY CONSIST OF NATIVE MATERIAL IF SUITABLE (I.E.; FREE FROM ROCKS SHARP OBJECTS OR CORROSIVE MATERIALS THAT MAY DAMAGE CABLES OR CONDUIT). IF NATIVE MATERIALS ARE UNSUITABLE AS DETERMINED BY PSE OR ITS INSPECTOR, SELECT BACKFILL SHALL BE SUPPLIED BY THE CUSTOMER. BACKFILL THE EXCAVATION TO FINISHED GRADE AT 2 INCHES BELOW THE VAULT TOP AS SOON AS PRACTICAL AFTER FACILITIES ARE PLACED AND INSPECTED. THE SPOILS PILE MUST BE LOCATED A MINIMUM OF 24 INCHES FROM THE OPEN TRENCH. THE TRENCH SHALL PROVIDED ADDITIONAL WIDTH AS NEEDED TO MAINTAIN A 12 INCH MINIMUM HORIZONTAL SEPARATION BETWEEN POWER CONDUITS OR CABLE & ADJACENT UTILITY SERVICES. TRENCHING SERVICES: THE CUSTOMER'S SERVICE TRENCH MUST MEET SATE & LOCAL REGULATORY REQUIREMENTS. SECONDARY TRENCHES SHALL HAVE A MINIMUM OF 24 INCHES COVER. PROVIDE 3 INCHES OF SAND BEDDING BELOW & 6 INCHES OF SAND BACKFILL. A 48 SQUARE INCH PIT MUST BE PROVIDED AT THE METER BASE. THE TRENCH SHALL PROVIDE ADDITIONAL WIDTH AS NEEDED TO MAINTAIN A 12 INCH MINIMUM HORIZONTAL SEPARATION BETWEEN CONDUITS OR CABLE & ADJACENT UTILITIES SERVICES.THE SPOILS PILE MUST BE LOCATED A MINIMUM OF 24 INCHES FROM THE OPEN TRENCH. VAULT AND EXCAVATION: SIX INCHES (6") OF CRUSHED ROCK TO BE USED AT THE VAULT BASE. BACKFILL AROUND VAULTS SHOULD CONSIST OF GOOD COMPACTABLE MATERIAL SUCH AS CLEAN EARTH FILL, CRUSHED ROCK, OR SAND. NO VOIDS SHOULD REMAIN BETWEEN THE VAULT WALLS & SIDES OF THE EXCAVATION. STAKING: PRIOR TO CONSTRUCTION, LOT LINE AND GARDE SKATES WILL BE PROVIDED BY THE CUSTOMER/DEVELOPER. SITE PREPARATION: PRIOR TO CONSTRUCTION, THE WORK AREA WILL BE AT OR NEAR FINISHED GRADE AND CLEAR OF ANY SPOILS OR CONSTRUCTION MATERIALS WHICH WOULD RESTRICT CONSTRUCTION ACCESS. EQUIPMENT ACCESS: ADEQUATE SPACE IS TO BE MAINTAINED AROUND PSE'S FACILITIES, UNIMPEDED BY FENCES, ROCKERIES, WALLS, STRUCTURES, ETC. GENERAL UNDERGROUND NOTES NOT TO SCALE UNIVERAL MAP (2305E029) NEW CUST. OWNED & INSTALLED WIRE JOB SITE EXISTING POLE PROPOSED 1Ø FUSED RISER CUSTOMER APPROVAL I approve the location of the trench, including road crossings, and all electrical equipment as shown on print. ________________________ Customer's Signature ________________________ Print Name/Date SCALE: 6" = 1 MILE OVERHEAD MAP (2305E040) JOB SITE EXIST. 3Ø OH/UG PRIMARY 11/18/22 MFP22006208 NE S U N S E T B L V D DEVELOPER RESPONSIBLE FOR CONDUIT/WIRE FROM V01 TO METER LOCATION SUA 2024A SUA 2024B NEW 2-4" CONDUIT (BORE) OPEN TRENCHOPEN TRENCH 336ACSRABC 4'x4' BORE PIT 4'x4' RECEIVING PIT R/ W WS D O T L I M I T E D A C C E S S DEVELOPER RESPONSIBLE FOR CONDUIT/WIRE FROM V02 TO METER LOCATION 115kV 115kV T N E S U N S E T B L V D FUSE @ 40T SW#T88645 101150550THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP A. CASTANEDA 253-268-6896 11/01/22 K. LIM 206-475-5503 11/01/22 N/A N/A N/A A.VASQUEZ 714-893-2405 11/04/22 NES City of Renton WSDOT SUA 2024A OH TO UG CONVERSION, (1) NEW JBOX, (2) NEW XFMRS 1835 NE 12TH ST., RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101150550 AS NOTED 2 OF 3 KING N/A N/A QCSOKE T23 R05E S17 N/A N/A 2305E029 2305E040 2305E029 HIG-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 ... ... ... 1" = 20' SITE PLAN CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE ###### 12/02/21 296.33 145.00 184.00 0.00 16.20 0.00 296.33 161.20 184.00 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 318629-166373 50kVA TUT 240/480v 6242150 SITE SPECIFIC NOTES AT P01 (318643-166369) -EXISTING POLE TO REMAIN -INSTALL 9' DBL CROSSARMS -INSTALL (1) 12kV 200AMP OH/UG TERMINATION TSU3C1F STD 6043.1000 -INSTALL (3) LB C/O ON NEW FG ARM, FUSE @ 40T MID: 3412500 -INSTALL SWITCH #T88645 -INSTALL (2) 4" PRIMARY RISER ON NEW STANDOFF BRACKETS RIS4CSS STD 6042.1000 -CAP SPARE RISER 10' UP THE POLE 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#: V01 318631-166372 25kVA PM 120/240v 6247000 TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts VAULT & EXCAVATION DETAIL @ V01 Not to scale 6045.1000 1950 lbs TOP VIEW Excavation 17-1/2 cubic yards SIDE VIEW Rock Crushed 6" 7'-4" 2" 8' 8' 6'-6" 4'-8" 6" 4'-8" 6" SINGLE-PHASE TOTAL UNDERGROUND TRANSFORMER @ V02 6045.7000 NOT TO SCALE Riser 820 lbs 4'-8"4'-8" Cover 1030 lbs Base 5840 lbs 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 Anti-Skid 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 Not to scale 6055.1030 Excavation - 20 cubic yards VAULT & EQUIPMENT TABLE SITE #GRID # VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) AS-BUILT INFORMATION LB DC FOREMAN: INCLUDE PHASE TAPPED J01 318631- 166371 4'8"x7'x5'8" w/Anti-Skd Doors Matid: 9996162 J-Box Below Grade w/4-Pos J-Bus x3 Matid: 7625900 5 7 JBOX3AS ELB10J 6041.1000 3Ø CAP (7630600) V01 318631- 166372 42"x48"x38" Unistrut HH Matid: 7663001 25KVA MP TRF 120/240 Matid: 6247000 1 1 MINU1SR 6045.1010 BØ V02 318629- 166373 4'-8"x4'-8"x7'-6" w/Anti Skid Door Matid: 9996331 50KVA TUT TRF 240/480V Matid: 6242150 1 1 TUT1SRA 6045.7000 BØ 11/18/22 MFP22006208 BORE PROFILENEW 2-4" CONDUIT (BORE) NEW 2-4" TRENCH T BP1 BP2 NEW 1-2" TRENCH NEW 1-2" TRENCH T BP1 BP2 NEW 1/0 EIT775-AØ EIT776-BØ EIT777-CØ NEW 1/0 EIT778-BØ NEW 1/0 EIT779-BØ 101150550THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP A. CASTANEDA 253-268-6896 11/01/22 K. LIM 206-475-5503 11/01/22 N/A N/A N/A A.VASQUEZ 714-893-2405 11/04/22 NES City of Renton WSDOT SUA 2024A OH TO UG CONVERSION, (1) NEW JBOX, (2) NEW XFMRS 1835 NE 12TH ST., RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101150550 N/A 3 OF 3 KING N/A N/A QCSOKE T23 R05E S17 N/A N/A 2305E029 2305E040 2305E029 HIG-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 ... ... ...PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE CONDUIT TYPE (DB120, HDPE, SCH80), FEEDER CABLE TYPE (TAPE, CN, #4/O NEU) 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 FOOTAGES & TYPES INSTALLED LUBRICANT (Gal.) 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT TYPE CABLE TYPE EST.ACTUAL P01 BP1 4 2 5 1 -------- BP1 BP2 4 2 175 -1 ------- BP2 J01 4 2 15 --------- P01 J01 CABLE ONLY 61 122 1/0 AL JKT 235 EIT775 EIT776 EIT777 - J01 V01 2 1 10 ----48 44 1/0 AL JKT 30 -EIT778 -- J01 V02 2 1 20 ----50 45 1/0 AL JKT 40 -EIT779 -- 2" PVC (FT) & BENDS =30 0 0 0 0 1/0 AL JKT TOTAL (FT) =70 4" PVC (FT) & BENDS =195 2 2 0 0 3Ø 1/0 AL JKT TOTAL (FT) =235 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 TRENCH EXCAVATION 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 CUSTOMER-SUPPLIED PRIMARY TRENCH @ BP2-J01, J01-V01 & V02 A LEGEND Surface treatment to restore existing to match adjacent (seeding, bark, etc.) Native material or as directed by WSDOT. Bedding material. Bedding material depth over and beneath pipe casing shall be half the diameter of pipe or 6 inches, whichever is less. GENERAL NOTES 1. Trenching and pipe installation shall meet the requirements of WSDOT Standard Specification 7-08. 2. Maximum trench width shall be outside casing pipe width plus 1 foot either side of casing pipe. 3. Compaction shall be method ______ per Standard Specification Section 2-03.3(14) C. 4. When connecting to an existing facility under the pavement, pavement restoration may, at the department's discretion, include the lane width and encroached shoulder. 5. Casing pipes shall extend a minimum of six (6) feet beyond the toe of fill slopes, bottom of ditchline, or outside of curb. B C WSDOT OPEN TRENCH BORE PIT DETAIL NOT TO SCALE WSDOT BORE DETAIL Not to scale VOID SPACE BETWEEN ENLARGED HOLES AND HDPE CONDUITS TO BE FILLED BY APPROVED BACKFILL (TOTAL ANNULAR VOLUME = 0.3 CU. FT/FT OR 2.2 GAL/FT) 4" RED HDPE SDR 13.5 CONDUIT O.D. = 4.50" I.D. = 3.85" ELECTRIC CABLE (TYP) SPARE CABLE/CONDUIT ±13.5" DIA BORE HOLE NEW CONDUIT DIAGRAM SCALE: NONE CABLE ONE-LINE DIAGRAM SCALE: NONE 11/18/22 MFP22006208