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Home My WebLink AboutMFP24000947.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24000947 IVR Number: 24000947 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:02/27/2024Application Date:1123059002Parcel Number: 702 NILE AVE NE Permit Type:04/18/2024Issue Date:Franchise Permit Work Class:04/18/2025Expiration Date:Minor Utility Job Number: 105104273Franchise Type:Electric Description: Puget Sound Energy Electric CREW TO INSTALL NEW TERMINATION AND RISER ON P01. CUSTOMER TO INSTALL APPROX 4'X4' WORK PIT AND TRENCH APPROX 5' EAST. CUSTOMER TO INSTALL CONDUIT. CREW TO PULL CABLE THROUGH. CREW TO PARK IN ROW AT V01. 1 CONCRETE CUT AND ONE SOFT SURFACE CUT ANTICIPATED 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 105104273 702 NILE AVE NE JENNY CHAU 253-208-6480 MFP24000947 Scott Warlick CED 4/18/2024 Monday - Friday 8:00AM - 3:00PM 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 702 Nile Ave NE Renton WA 98059 USA 11 11 1212P01 NILE AVE NE1717NE 7TH PL 99NILE AVE NENE 7TH CT V01 W20-1ROAD WORKAHEAD W21-5SHOULDERWORK350'≥350'≥W20-1ROADWORKAHEADW21-5SHOULDERWORKX'≥X'≥ S/W CLOSED R9-9S/WCLOSEDR9-9SIDEWALK CLOSED AHEAD R9-11THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA 1111 W20-1ROADWORKAHEAD100'≥W20-1ROADWORKAHEAD350'≥W20-1ROADWORKAHEAD 100'≥FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE 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 Ina Ustemchuk 425-398-6063 ina.ustemchuk@pse.com 1 OF 2702 Nile Ave NE, Renton, WA 0 513965854 01/17/2024 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 during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. 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 CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Ina Ustemchuk Card No. 012928 Card Exp. 07/31/2025Ina.Ustemchuk@pse.com(425)424-6063 MFP24000947 702 Nile Ave NE Renton WA 98059 USA 11 11 1212NE 7TH PL NILE AVE NE1717NE 7TH PL 99NILE AVE NENE 7TH CT V01 THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA 1111 FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH SIDES OF WORK AREA RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE STOP STOP W20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥ W20-7A W20-1ROADWORK AHEAD BE PREPAREDTOSTOP W3-4350'≥350'≥350'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥ W20-7A W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4 100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4350'≥350'≥350'≥W20-7AProject Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV Ina Ustemchuk 425-398-6063 ina.ustemchuk@pse.com 2 OF 2702 Nile Ave NE, Renton, WA 0 513965854 01/17/2024 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 during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. 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 CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Ina Ustemchuk Card No. 012928 Card Exp. 07/31/2025Ina.Ustemchuk@pse.com(425)424-6063 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 MFP24000947 5718 5716 5639 736 5702 5710 703 NE 7TH PL NILE AVE NEROW 65'ROW55'318302-167653 318308-167663 37.5 kVA 120/240V (C)336.4MCMACSRABCN 336.4MCMACSRABCN MAP 16 318314-167655 25 kVA 120/208V (C) SW#T90675(40T) SLAS7125 318301-167655 25 kVA 120/208V (C) T77539 (40T) SLAT9633 CUSTOMER SUPPLIED 6' X 6' WORK PIT W/ 6" BEDDING OF 5/8" CRUSHED ROCK CUSTOMER SUPPLIED 4' X 4' WORK PIT 318308-167663 37.5 kVA 120/240V (C) 318314-167655 25 kVA 120/208V (C) SW#T90675 (40T) SLAS7125 90° R=48" 90° R=48" 10'55'80' PSE PROVIDED & CUSTOMER INSTALLED 1-2" SCH'L 80 CONTINUOUS PVC CONDUIT ± 145' IN CUSTOMER PROVIDED TRENCH PSE INST. 1-RUN 1/0 UG JKT CABLE ± 185' (CØEJN701) PSE PROVIDED & CUSTOMER INSTALLED 1-3" SCH'L 40 DISCONTINUOUS PVC CONDUIT ± 10' IN CUSTOMER PROVIDED TRENCH PSE INST. 1-RUN 4/0 UG TPX ± 20' PSE PROVIDED & CUSTOMER INSTALLED 1-3" SCH'L 40 DISCONTINUOUS PVC CONDUIT ± 70' IN CUSTOMER PROVIDED TRENCH PSE INST. 1-RUN 350 UG TPX ± 80' PSE PROVIDED & CUSTOMER INSTALLED 1-3" SCH'L 40 DISCONTINUOUS PVC CONDUIT ± 10' IN CUSTOMER PROVIDED TRENCH PSE INST. 1-RUN 4/0 UG TPX ± 20' 702EOPEOPSIDEWALK 9'5'7'5'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 P01 V01 2 1 145 2 58 159 1/0AL JKT 185 --EJN701 - 2" PVC (FT) & BENDS =145 2 0 0 0 1/0 AL JKT TOTAL (FT) =185 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: VAULTS & WORK PITS. -REQUIRED TO PROVIDE 4' X 4' WORK PIT AT P01 -REQUIRED TO PROVIDE 6' X 6' WORK PIT W/ 6” BEDDING OF 5/8" CRUSHED ROCK AT V01 TRENCHING & CONDUIT. -INSTALL ± 145' OF 1-2" SCH'L 80 CONTINUOUS PVC CONDUIT FROM P01 TO V01. -INSTALL ± 70' OF 1-3" SCH'L 40 GREY PVC CONDUIT FROM V01 TO LOT1. -INSTALL ± 10' OF 1-3" SCH'L 40 GREY PVC CONDUIT FROM V01 TO LOT2. -INSTALL ± 10' OF 1-3" SCH'L 40 GREY PVC CONDUIT FROM V01 TO LOT3. -REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS. 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 . 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. JOB SITE 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 & CONDUIT DIAGRAM NOT TO SCALE SITE SPECIFIC NOTES AT P01: 318314-167655 -EXISTING POLE 1968 40FT CL-UNK & XFMR TO REMAIN -INSTALL (1) STIRRUP, BOLTED & HOT CLAMP 1/0-397.5 & TAP CØ (MID: 2254100 & 2153100) -INSTALL (1) 12kV 1Ø TERMINATION PER STD 6043.1003 (TSU1C1WT) -INSTALL (1) LB C/O ON NEW FG ARM, FUSE @ 40T (MID: 3412500) -INSTALL SWITCH #T90675 -INSTALL (1) 2" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000(RIS2CSS) AT V01: 318308-167663 3-16 -INSTALL (1) 36" X 42" 38" MINI-PAD UNISTRUT HH W/ GROUNDS PER STD 6045.1010 (MINU1SR) -INSTALL (1) 37.5KVA PADMOUNT TRF (MID: 6257050) -INSTALL (1) DUST CAP (MID: 7630600) -INSTALL (3) 6-HOLE #6 - 350KCMIL CONNECTOR BARS W/ 5/8” STUD ADAPTER (MID: 4842101) -INSTALL CABLE # -INSTALL GRID # LOT1: -INSTALL 3" STUB OUT LOT2: -INSTALL 3" STUB OUT LOT3: -INSTALL 3" STUB OUT SPAN SPECIFIC NOTES -SEE SITE PLAN, TABLES AND ONELINE DIAGRAM FOR INSTALL ___ ___ ___ ___ ___ 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 318308-167663 37.5kVA 6247050 CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE MAP-16 10/2022 267.12 174.83 221.40 0.00 0.00 1.55 267.12 174.83 222.95 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 10/12/23 R. REYNOLDS 253-262-7409 10/12/23 E. SCHOTT 714-893-2405 10/12/23 RW-133170 RENTON SIERRA HOMES SHORT PLAT 1Ø PRI L/E, 3 LOT PLAT 702 NILE AVE NE, RENTON, WA 98059 N/A N/A N/A 105104273 AS NOTED 1 OF 2 KING N/A N/A CSPSKEPM SW 11-23N-05E N/A N/A 2305E043 2306E028 2305E043 MAP-16 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:JENNY CHAU 253-208-9480 JENNY.CHAU@PSE.COM GAS PHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER#105104273Owner / Developer Contact Info officeATTN: SIERRA HOMES PO BOX 3069 ISSAQUAH, WA 98027 DAN FINKBEINER 425-471-3472 CIRCUIT FEET ADDED: SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: 145' 3,700 SQ FT 320A GAS 10.6kW 140A 1.5% 3.4% LOT1 SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: 3,700 SQ FT 320A GAS 10.6kW 140A 1.4% 3.1% LOT2 SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: 3,700 SQ FT 320A GAS 10.6kW 140A 1.5% 3.4% LOT3 513965854 105104273Superior VAULT & EQUIPMENT TABLE SITE #GRID # VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) AS-BUILT INFORMATION LB DC FOREMAN: INCLUDE PHASE TAPPED V01 318308- 167663 36"x42"x38" PM HH Matid: 7662010 37.5KVA MP TRF 120/240 Matid: 6247050 1 - FAULT CURRENT TABLE 1Ø PM TRANSFORMERS (240/120V) 120V WINDINGS 240V WINDINGS LOCATION SIZE R/X MIN. %Z FAULT CURRENT MIN. %Z FAULT CURRENT P01 37.5kVA 0.7 2.23 14,000 AMPS 1.70 9,200 AMPS SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE Assumed Lot Corner CONDUIT VOLTAGE DROP VOLTAGE FLICKER ASBUILT INFORMATION SIZE LENGTH Design (ft) SIZE LENGTH Design (ft) BENDS Foreman - Complete FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable) V01 LOT1 350 80 150 3 70 1.5 3.4 V01 LOT2 4/0 20 80 3 10 1.4 3.1 V01 LOT3 4/0 20 100 3 10 1.5 3.4 00 1"2" 00 50'100' 10. 9. 8. 7. 6. 5. 4. 3. 2. 1.THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCH PROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITES SUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVE STABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FOR VAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4" BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IF REQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FOR DISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALL TRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE. ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTH INDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLED TO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARY CABLES PER THE CIRCUIT ONE-LINE DIAGRAM. UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROAD CROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ON WORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PER PUGET SOUND ENERGY STANDARDS. AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES IN CONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES IN CONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3) MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE. (EXCAVATION: 3' SQ.) AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT. AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OF STANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TO EXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THE STREET LIGHT STANDARDS. ) INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMES AND DATES. POWER GENERAL NOTES - PLAT PROJECT 11. PARTIAL PLAN SCALE: 1" = 20' SCALE: 6" = 1 MILE OVERHEAD CIRCUIT MAP 2306E028 UNDERGROUND CIRCUIT MAP 2305E043 NOT TO SCALE JOB SITE JOB SITE MFP24000947 RESTORATION PER CITY OF RENTON STANDARDS TOP VIEW CONDUIT RISER PLACEMENT DETAIL ( ) SCALE: NONE Field Face Quadrant Road Face Quadrant Climbing Space 5" Min CL Direction of Vehicular TrafficCL Standoff Bracket 15" Min Length Conduit Clamp Conduit 4'x4' Work Pit P01 Communications 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 ROOFTOP 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 Not to scale 6045.1000 1950 lbs 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 Backfill for Conduit Free of rocks larger than 8" in diameter Separation 12" Min in Conduit Schedule 40 Yellow PVC Gas Service Line 32" Typical (Power, Gas, Phone & Cable) Separation 12" Min 12" Min Separation 36" MINIMUM COVER IN RIGHT OF WAY JOINT TRENCH DETAIL Joint Service Line in Conduit (NTS) To Excavated Dirt Pile 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. 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 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' MIN3' MIN 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) 42" 45°42" 1' 45°Property LineRoad Side Top View of Mainline Trench for Single Stubout Location 4'Property LineRoad Side Top View of Mainline Trench for Pedestal or Double Stubout Location 42"45° 4' 45° STUBOUT EXCAVATION DIMENSIONS NOT TO SCALE UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP J. CHAU 253-208-9480 10/12/23 R. REYNOLDS 253-262-7409 10/12/23 E. SCHOTT 714-893-2405 10/12/23 RW-133170 RENTON SIERRA HOMES SHORT PLAT 1Ø PRI L/E, 3 LOT PLAT 702 NILE AVE NE, RENTON, WA 98059 N/A N/A N/A 105104273 AS NOTED 2 OF 2 KING N/A N/A CSPSKEPM SW 11-23N-05E N/A N/A 2305E043 2306E028 2305E043 MAP-16 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 105104273TYPICAL NOTCH-OUT FOR TRANSFORMER, NOT TO SCALE & SECONDARY PEDESTAL/HANDHOLE BACK OF EASEMENT STANDARD EASEMENT LINE ROW 10' PL 1' 4' - 5' Min. 1' 7'7' TRANSFORMER (WHEN PRESENT) MFP24000947