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Home My WebLink AboutMFP22004490.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP22004490 IVR Number: 22004490 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:08/22/2022Application Date:1023059487Parcel Number: 1018 CHELAN AVE NE Permit Type:09/08/2022Issue Date:Franchise Permit Work Class:09/08/2023Expiration Date:Major Utility Job Number: 101146949Franchise Type:Electric Description: Puget Sound Energy Electric Multiple sites for crews to park next to the pole in ROW and perform OH maintenance to upgrade fuses/cutouts at P05 & P06 (NE 10th St), P07 (corner of NE 7th Pl & Hoquiam Ave NE). At the corner of Hoquiam Ave NE & NE 4th Pl., cut in 1 phase jbox vault at J02. Customer to bore across Hoquiam Ave NE from J02 east, and then north along the west side of Hoquiam Ave NE to existing pole P08. Install new termination & riser at P08. Crews to pull cable from J02 P08 and J02 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 GUPTA VINAY KUMAR & ANU 1018 CHELAN AVE NE RENTON , WA 98059 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 206.510.0575) (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 101146949 1018 CHELAN AVE NE JENNY CHAU 253-208-9480 MFP22004490 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 9/8/2022 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 P06NE 10TH STVASHON AVE NE STOPFLAGGERSTOP FLAGGER 19 19 W20-7AROAD WORK AHEAD W20-1BEPREPARED TO STOP W3-4100'100'100'15151818W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1RESIDENT(S) - CLIENTS(S) WILL BE INFORMED IN ADVANCEOF TEMPORARY DRIVEWAY CLOSUREPLACE SIGNS ALONG WORK AREAFROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARK TEMPORARY TRAFFIC CONTROL PLAN28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Notes:1. All signs and spacing to conform to theMUTCD and King County 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 11' 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.NProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REV07/20/2022 51021970601018 Chelan Ave NE, Renton, WAKali-Jamal Collins425-424-6425Kali-Jamal.Collins@pse.com1 OF 6Puget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425MFP22004490 P05W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'191916 16 1414W20-7AROAD WORK AHEAD W20-1W20-4ONE LANE ROADAHEAD100'100'100'ROADWORKAHEADW20-1STOP FLAGGER STOP FLAGGERRESIDENT(S) - CLIENTS(S) WILL BE INFORMED IN ADVANCEOF TEMPORARY DRIVEWAY CLOSUREPLACE SIGNS ALONG WORK AREAFROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARKNotes:1. All signs and spacing to conform to theMUTCD and King County 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 11' 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.NProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REV07/20/2022 51021970601018 Chelan Ave NE, Renton, WAKali-Jamal Collins425-424-6425Kali-Jamal.Collins@pse.com2 OF 6Puget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425TEMPORARY TRAFFIC CONTROL PLAN28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP22004490 P07NE 7TH PLHOQUIAM AVE NE 111311131616 1212W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 200'200'200'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4200'200'200'W20-7AROA D WO R K AHE A D W20-1W20-4ONE LAN E ROAD AHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'STO P FLAGGER STOP FLAGGER STOP FLAGGER STO P FLAGGERRESIDENT(S) - CLIENTS(S) WILL BE INFORMED IN ADVANCEOF TEMPORARY DRIVEWAY CLOSUREPLACE SIGNS ALONG WORK AREAFROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARKNotes:1. All signs and spacing to conform to theMUTCD and King County 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 11' 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.NProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REV07/20/2022 51021970601018 Chelan Ave NE, Renton, WAKali-Jamal Collins425-424-6425Kali-Jamal.Collins@pse.com3 OF 6Puget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425TEMPORARY TRAFFIC CONTROL PLAN28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP22004490 J02 POLICEUPO NE 4TH STHOQUIAM AVE NESTOP FLAGGER 11 11 W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100' W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100' 12 11 12 1111111111111111111111S/W CLOSED R9-9S/WCLOSEDR9-9W20-7AROAD WORK AHEAD W20-1BEPREPARED TO STOP W3-4200'200'200'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4200'200'200'20142014W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4200'200'200' W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 200'200'200' STOP FLAGGER STOP FLAGGER RESIDENT(S) - CLIENTS(S) WILL BE INFORMED IN ADVANCE OF TEMPORARY DRIVEWAY CLOSURE PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKTHE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA 28" TRAFFIC CONE LEGEND WORK PIT TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 TEMPORARY TRAFFIC CONTROL PLAN N Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 07/20/2022 510219706 0 1018 Chelan Ave NE, Renton, WA Kali-Jamal Collins 425-424-6425 Kali-Jamal.Collins@pse.com 4 OF 6 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 MFP22004490 POLICEUPO NE 4TH STHOQUIAM AVE NESTOP FLAGGER 11 11 W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100' W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100' 12 11 12 1111111111111111111111S/W CLOSEDR9-9S/W CLOSEDR9-9DETOUR M4-9bW20-7AROAD WORK AHEAD W20-1BEPREPARED TO STOP W3-4200'200'200'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4200'200'200'20142014W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4200'200'200' W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 200'200'200' STOP FLAGGER STOP FLAGGER RESIDENT(S) - CLIENTS(S) WILL BE INFORMED IN ADVANCE OF TEMPORARY DRIVEWAY CLOSURE PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKTHE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA TEMPORARY TRAFFIC CONTROL PLAN N Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. 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 07/20/2022 510219706 0 1018 Chelan Ave NE, Renton, WA Kali-Jamal Collins 425-424-6425 Kali-Jamal.Collins@pse.com 5 OF 6 28" TRAFFIC CONE LEGEND WORK PIT TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 MFP22004490 P08 HOQUIAM AVE NENE 5TH ST S/W CLOSEDR9-92014201412 11 12 ROADWORKAHEADW20-1ROADWORKAHEADW20-1 ROAD WORKAHEAD W20-1SHOULDERWORKW21-5200'200'ROADWORKAHEADW20-1ROADWORKAHEADW20-1101010 10 RESIDENT(S) - CLIENTS(S) WILL BE INFORMED IN ADVANCE OF TEMPORARY DRIVEWAY CLOSURE PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK TEMPORARY TRAFFIC CONTROL PLAN N Notes: 1. All signs and spacing to conform to the MUTCD and King County 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 11' 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. 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 07/20/2022 510219706 0 1018 Chelan Ave NE, Renton, WA Kali-Jamal Collins 425-424-6425 Kali-Jamal.Collins@pse.com 6 OF 6 28" TRAFFIC CONE LEGEND WORK PIT TRAFFIC FLOW SIGN LOCATION FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 MFP22004490 1102 1070 1058 1103 1051 1045 1033 1021 1039 1027 1024 1017 1018 1011 4608 4602 4532 4526 1014 1008 4650 NE 10TH ST CHELAN PL NE#2ACSR#2ACSRABC 318518-167286 37.5 kVA 120/240V (C) 318543-167275 318519-167290 37.5 kVA 120/240V (C) T86942 (SOLI)CHELAN AVE NEPRE 14 PRE 14 318500-167267 318543-167290 15 kVA 120/240V (C) T86941 (25T) ROW 45'J318504-167290 X12181 (65T) X86943 (40T) #2ACSR CBAN318510-167305 37.5KVA 120/240V 318503-167316 10KVA 120/240V X11856 65T 318579-167307 750 kVA 277/480V (ABC)138TH AVE SE138TH AVE SENE 10TH ST 318539-167290 ROW 85'101146949UTILITIES 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 FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP SIGNATURE JENNY CHAU 253-208-9480 4/11/22 JASON FELLER 253-204-1990 4/11/22 JASON FELLER N/A 4/11/22 RW-120242 RENTON RENTON ELEMENTARY SCHOOL #16 WRECK-OUT & INSTALL 3-PH L/E 1075 DUVALL AVENUE NE, RENTON 98059 N/A N/A N/A 101146949 AS NOTED 1 OF 4 KING COUNTY N/A N/A CSPSKEPM T23N.R05E.S17 N/A N/A 2305E065 2305E088 2305E065 PRE-14 CenturyLink N/A N/A Comcast/Xfinity N/A N/A PSE - Gas 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 00 1"2" 00 50'100' SITE SPECIFIC NOTES: AT J01 GRID# 318539-167290: NEW - TO BE INSTALLED UNDER WO# 101 - INSTALL (8) 12KV ELBOW KITS (6041.1000, ELB10J) - INSTALL (4) INSULATING CAPS (MID: 7804000) - INSTALL GRID # AT V01 GRID# 318579-167307: NEW - INSTALL 4'8" X 4'8" X 3'6" VAULT W/ 4'8" X 5'6" X 6" COVER (6045.5000, PM3P15M) - INSTALL 750KVA PM TRF 277/480V (MID: 6259300) - INSTALL (3) L/B ELBOWS (6041.1000, ELB10J) - INSTALL CABLE TAGS - INSTALL (8) 4-POS #501-750KCMIL CONN BARS (MID: 7651003) - INSTALL (12) MOUNTING BOLT KITS (MID: 7651008) - CONNECT & TAG CUSTOMER SERVICE CABLE (5 RUNS OF 400KCMIL) - INSTALL GRID# 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 4' X 4' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT J01 -REQUIRED TO PROVIDE 11' X 11' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK 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 . JOB SITE UNDERGROUND CIRCUIT MAP SCALE: 1" = 100' OVERHEAD CIRCUIT MAP SCALE: 6"=1mi JOB SITE N Vicinity Map 47.500116, -122.157798 Owner / Developer Contact Info officeATTN: Renton School District 300 SW 7th St Renton, WA 98059 Taylor Vanderkley 206-436-0402 Superior ORDER#NOTIF# PWR PROJECT PHASE 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. 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) 101146949510219706 JOB SITE CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-14 2022 384 418 415 16 16 16 400 434 431 108135192N/A N/A 593243231N/A 593243233N/A 104346730513090698 E-Mail: Cell Phone: Project Manager Contact Information: Manager: Jenny.Chau@pse.com 253-208-9480 JENNY CHAU Removal OH Misc. Mod. Svc. POWER GENERAL NOTES - COMMERICAL PROJECT 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. 2.All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. 3.Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. 4.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. 5.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. 6.Roads shall be paved or have a compacted , crushed rock base in place. 7.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. 8.All work is to be done in accordance with local municipal and county permit requirements as applicable. 9.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. 10.Inclement weather conditions may cause delays in construction times and dates. 11.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. LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Svc Size: Svc Length:100' 400KCMIL 2.1% @V01 4.2% @V01 481A 285.18 KW ELECTRIC 1600 AMPS 77,000 JOB SITE JOB SITE CIRCUIT FEET ADDED: 1/0 = 1,010 FEET CIRCUIT FEET REMOVED: 1/0 = 520 FEET FAULT CURRENT TABLE 3Ø PM TRANSFORMERS (480Y/277) 277V WINDINGS 480V WINDINGS LOCATION SIZE R/X MIN. %Z FAULT CURRENT MIN. %Z FAULT CURRENT V01 750KVA 0.1 --5.30 17,000 AMPS 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 318579-167307 750KVA 6259300 DEDICATED FACILITIES SITE SPAN ADDITIONAL REMARKS LABOR UNITS #FROM TO FOOTAGE -J01 V01 480'DED. CONDUIT & WIRE 2-36, 2-55 V01 ---UPGRADE 300KVA TO 750KVA DUE TO CUST. LRC - TOTAL FT=710' 3001951883513090733 Svc Connect. Meter SITE SPECIFIC NOTES: - PLEASE REFER TO SITE PLAN, TABLES, & ONE-LINE DIAGRAMS FOR SPAN INSTALLS 594150941UG Misc. Fabian Gomez 8/16/2022 MFP22004490 RESTORATION PER CITY OF RENTON STANDARDS This permit is for Major construction work in the ROW and will be billed at an additional $150/HR for inspections. After hours and weekend work will be billed at $175/HR 1021 1027 1018 1011 4608 4602 4532 4526 1016 1008 4420 966 981 4531 NE 10TH ST CHELAN CT NECHELAN AVE NE#2ACSR #6 CU#2ACSRABC 318518-167286 37.5 kVA 120/240V (C)CHELAN AVE NEPRE 14 PRE 14 318500-167267 T53453 (SOLI) 4216 4224 4340 4324 4332 4308 4316 4232 4229 973 9674217 4313 4401 974 965 ANACORTES AVE NENE 10TH ST ANACORTES CT NE318504-167290 X12181 (65T) X86943 (40T) #2ACSR CBAN318502-167191 X11307 (Soli) X12082 (25T) SLAH5414 318510-167305 37.5KVA 120/240V 318495-167301 25KVA 120/240V 318497-167255 25 kVA (A) 318499-167225 318500-167227 SLAH5415 318503-167230 318495-167212 37.5 kVA (C) 318500-167202 37.5 kVA (C)BREMERTON CT NEJJ 763 757 5105 5023 753 5017 HOQUIAM AVE NENE 7TH PLROW 60' N.O. 318335-167450 X9688 (100T) PRE 14 #2 ACSR 318337-167438 15 kVA (B) SLAS6612 318338-167458 J J 5124 487 481 475 469 5036 5042 463 457 451 5048 5054 417 5122 5121 5115 5049 411 5041 5035 405 461 HOQUIAM AVE NEHOQUIAM PL NEHOQUIAM AVE NESE 128TH ST (NE 4TH ST) SE 128TH ST (NE 4TH ST) 318109-167464 3/3 UNK (ERROR-SET FUSE) 318142-167470 37.5 kVA (B) 318119-167456 318149-167456 25 kVA (B) T87268 (65T) 318119-167481 37.5 kVA (B) PRE 14 NE 4TH PLNE 4TH PL ROW 60' 318159-167470 25 kVA (B) J 101146949SITE PLAN (NE 10TH ST) SCALE: 1" = 50' SITE PLAN (CORNER OF NE 7TH PL & 142ND AVE SE) SCALE: 1" = 50' SITE PLAN (CORNER OF HOQUIAM AVE NE & NE 4TH PL) SCALE: 1" = 50' SITE SPECIFIC NOTES: AT P05 GRID# 318500-167267: NEW - EXISTING 45' CL. 1 POLE TO REMAIN - REPLACE (3) EXISTING FUSES W/ SOLID BLADE FUSES (MID: 9995608) AT P06 GRID# 318502-167191: EXISTING - EXISTING 45' CL.3 POLE TO REMAIN - AT SW# X11307 REPLACE (3) EXISTING 100T FUSES W/ SOLID BLADE FUSES (MID: 9995608) - INSTALL 1/0 OH RTE FAULT INDICATOR (MID: 7645700 OR 9999060) AT P07 GRID# 318335-167450: EXISTING - EXISTING 45' CL.3 POLE TO REMAIN - AT SW# X9688 REPLACE (3) 40T FUSES W/ 100T FUSES (MID: 3412700) - INSTALL SW# X9688 IN NORMAL OPEN POSITION AT P08 GRID# 318149-167456: EXISTING - EXISTING 45' CL.4 POLE & TRF TO REMAIN - INSTALL 1Ø LI TERM ON FG ARM (6043.1000, TSU1L1) - INSTALL STIRRUP & HOT CLAMP (MID: 2254000 & 2167000) - FUSE AT 65T (MID: 3412600) - INSTALL SW# T87268 & CABLE TAG CØ-EJD539 AT J02 GRID# 318119-167456: NEW - CUT IN NEW 4'8" X 4'8" X 3'6" JBOX VAULT W/ GROUNDS (6055.1010, JBOX15S) - INSTALL COVER 4'-8" SQ W/ 3' SQ DOOR (MID: 7656400) - INSTALL (1) 4-POS JBOX - INSTALL (3) 12KV ELBOW KITS (6041.1000, ELB10J) - INSTALL (1) DUST CAP (MID: 7630600) - INSTALL GRID # AT IP1 - INTERCEPT EXISTING 1-2" CONDUIT - AFTER J02 IS INSTALLED, BREAK CONDUIT AND RE-ROUTE 1-2" CONDUIT TO J02 AT IP1 - INTERCEPT EXISTING 1-2" CONDUIT - AFTER J02 IS INSTALLED, BREAK CONDUIT AND RE-ROUTE 1-2" CONDUIT TO J02 AT V02 318119-167481: EXISTING - EXISTING 37.5KVA 120/240V PM TRF TO REMAIN - REPLACE EXISTING PRI CABLE & CABLE TAG W/ CØ- AT P09 GRID# 318109-167464: EXISTING - EXISTING 70' CL.1 TRANSMISSION POLE TO REMAIN 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 10' X 8' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT J02 -REQUIRED TO PROVIDE 4' X 4' WORK PIT AT P08 -REQUIRED TO PROVIDE 4' X 4' WORK PIT AT IP1 & IP2 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 . 00 1"2" 00 50'100' 00 1"2" 00 50'100' UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP SIGNATURE JENNY CHAU 253-208-9480 4/11/22 JASON FELLER 253-204-1990 4/11/22 JASON FELLER N/A 4/11/22 RW-120242 RENTON RENTON ELEMENTARY SCHOOL #16 WRECK-OUT & INSTALL 3-PH L/E 1075 DUVALL AVENUE NE, RENTON 98059 N/A N/A N/A 101146949 AS NOTED 2 OF 4 KING COUNTY N/A N/A CSPSKEPM T23N.R05E.S17 N/A N/A 2305E065 2305E088 2305E065 PRE-14 CenturyLink N/A N/A Comcast/Xfinity N/A N/A PSE - Gas 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 00 1"2" 00 50'100' ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE CABLE REPLACED?FROM TO ABM743 11263624 J02 V02 250'2000 YES TOTAL 250' SPAN SPECIFIC NOTES: - REFER TO SITE PLANS, TABLES, & ONE-LINE DIAGRAMS FOR SPAN INSTALLS & SPAN REMOVALS Fabian Gomez 8/16/2022 MFP22004490 JCUST. SUPPLIED 9' X 11' WORK PIT ±290' ±15' R=60" 45º R=60" 90º PSE SUPPLIED & CUST. INSTALLED 1-4" DB120 CONDUIT ±480' IN CUST. PROVIDED TRENCH ±45'±130' R=60" 45º CUST. SUPPLIED 9' X 11' WORK PIT RE-USE EXISTING BØ-ABM743 PSE SUPPLIED & INSTALLED 1-RUN 1Ø 1/0 AL UG PRI CABLE BØ-EJD539 PSE SUPPLIED & INSTALLED 1-RUN 1Ø 1/0 AL UG PRI CABLE BØ-EJD540 J PSE SUPPLIED & CUST. INSTALLED 1-2" SCH.80 CONDUIT ±270' IN CUST. PROVIDED TRENCH ±70' ±270' CUST. SUPPLIED 4' X 4' WORK PIT CUST. SUPPLIED 4' X 8' RECEIVING BORE PIT CUST. SUPPLIED 8' X 8' WORK PIT EXISTING 1-2" CONDUIT EXISTING 1-2" CONDUIT CUST. SUPPLIED 4' X 8' BORE PIT PSE SUPPLIED & CUST. INSTALLED 1-2" RED POLY CONDUIT PSE SUPPLIED & CUST. INSTALLED 1-2" RED POLY CONDUIT 90º R=48" (2) 45º R=48" 45º R=48" J JPSE SUPPLIED & INSTALLED 3-PH 1/0 AL UG PRI ±520 AØ-EJD531 BØ-EJD532 CØ-EJD533 101146949 Primary Cable & Conduit Table (Foreman to Complete) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)AS BUILT INFORMATION From To Size (in) Qty Design Length (ft) Actual Length (ft) TYPE BENDS PULL (lbs) PULL Rev (lbs) Cable Size Design Length (ft) Actual Length (ft) CABLE NUMBERS MANUFACTURING INFORMATION DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Design As Built Actual Amount Installed (Conduit & Cable) J01 V01 4 1 480'X 1 2 417 350 1/0 520'EJD532 EJD533 EJD534 J02 BP2 2 1 70'X 144 125 1/0 390'EJD539 BP2 P08 2 1 270'X 1 J02 IP1 2 1 10'X 2 82 82 1/0 260'EJD540 IP1 V02 2 1 250'EXIST.X P09 IP2 2 1 230'EXIST.X --1/0 EXIST. 260'ABM743 IP2 J02 2 1 10'X 2 CONDUIT ONE-LINE DIAGRAM SCALE: NOT TO SCALE CABLE ONE-LINE DIAGRAM CONDUIT ONE-LINE DIAGRAM SCALE: NOT TO SCALE CABLE ONE-LINE DIAGRAM SCALE: NOT TO SCALE (CORNER OF HOQUIAM AVE NE & NE 4TH PL)(CORNER OF HOQUIAM AVE NE & NE 4TH PL) Vault & Equipment Table Work Location Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-CompleteLBDC J02 318119-167456 JBOX15S (5'x5'x4')JBX15 3 1 V01 318579-167307 PM3P15M (7'x7'x4')PAD-3P-12-277/4 80-750 (750 kVA)3 TOTAL 2" HDPE = 70' TOTAL 2" SCH.80 = 290' TOTAL 4" SCH.80 = 480' TOTAL 1Ø 1/0 = 650'' TOTAL 3Ø 1/0 = 520' (CHELAN AVE NE) SCALE: NOT TO SCALE (CHELAN AVE NE) 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 FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP SIGNATURE JENNY CHAU 253-208-9480 4/11/22 JASON FELLER 253-204-1990 4/11/22 JASON FELLER N/A 4/11/22 RW-120242 RENTON RENTON ELEMENTARY SCHOOL #16 WRECK-OUT & INSTALL 3-PH L/E 1075 DUVALL AVENUE NE, RENTON 98059 N/A N/A N/A 101146949 AS NOTED 3 OF 4 KING COUNTY N/A N/A CSPSKEPM T23N.R05E.S17 N/A N/A 2305E065 2305E088 2305E065 PRE-14 CenturyLink N/A N/A Comcast/Xfinity N/A N/A PSE - Gas 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 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. Fabian Gomez 8/16/2022 MFP22004490 CUSTOMER-SUPPLIED TRENCH FOR PRIMARY CABLE SCALE: NONE 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. FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS (MID 9995692). 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 101146949EXISTING 1-4" SCH.80 CONDUIT EXISTING 1-2" SCH.80 CONDUIT BUTTERFLY DIAGRAM - CONDUIT ENTRY @J01 SCALE: NONE PROPOSED 1-4" SCH.80 CONDUIT 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" 3,600 lbs 1,300 - 1,365 lbs Not to scale 6055.1010 VAULT & EXCAVATION DETAIL @J02 BUTTERFLY DIAGRAM - CONDUIT ENTRY @J02 SCALE: NONE EXISTING (CUT IN) 1-2" DB120 CONDUIT NEW 1-2" HDPE CONDUIT EXISTING (CUT IN) 1-2" DB120 CONDUIT CABLE WRAP CABLE WRAP COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 3' MIN 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 6775.0035 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 FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP SIGNATURE JENNY CHAU 253-208-9480 4/11/22 JASON FELLER 253-204-1990 4/11/22 JASON FELLER N/A 4/11/22 RW-120242 RENTON RENTON ELEMENTARY SCHOOL #16 WRECK-OUT & INSTALL 3-PH L/E 1075 DUVALL AVENUE NE, RENTON 98059 N/A N/A N/A 101146949 AS NOTED 4 OF 4 KING COUNTY N/A N/A CSPSKEPM T23N.R05E.S17 N/A N/A 2305E065 2305E088 2305E065 PRE-14 CenturyLink N/A N/A Comcast/Xfinity N/A N/A PSE - Gas 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 2" Excavation - 20 cubic yards 8'-0" or 10'-0" 7'-0" 8'-0"8" 4'-2" SIDE VIEW 4'-6"Crushed 6" Rock 11' 11' TOP VIEW 3'-6" 7'-0" 6045.5000Not to scale VAULT & EXCAVATION DETAIL EXIST 1-2" DB120 CONDUIT MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED EQUIPMENT TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF10' 10' 10' BUTTERFLY DIAGRAM - CONDUIT ENTRY @V01 SCALE: NONE NEW 1-4" CONDUIT CUSTOMER CONDUIT RUNS ENTRY LOCATION CABLE WRAP PSE PRIMARY CUST. SECONDARY CABLE WRAP Fabian Gomez 8/16/2022 MFP22004490