The URL can be used to link to this page

Home My WebLink AboutMFP19000334.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP19000334 IVR Number: 19000334 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:12/20/2018Application Date:3345700059Parcel Number: 4242 JONES AVE NE Permit Type:01/18/2019Issue Date:Franchise Permit Work Class:12/31/2020Expiration Date:Major Utility Job Number: 101108943Franchise Type:Electric Description: OH to UG conversion between P02, P04 and P06. Trench and bore to connect to new conduit between P02 and J01. trench and bore to connect new conduit between P04 and PV01 Trenching and boring outside of City limits will be on separate WSDOT permit. PSE to trench, backfill and complete restoration. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Anish Kumar Puget Sound Energy - Electric - Billing 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Applicant 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 CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Anish Kumar Puget Sound Energy - Electric - Billing 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Specialized Billing X 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 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 | Published: 3/30/2017 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 3/30/2017 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date Puget Sound Energy - Electric 101108943 Anish Kumar 253-208-2183 anish.kumar@pse.com NE 43rd Pl & I-405 98056 101108943 OH to UG conversion between P02, P04 and P06. Trench and bore to connect to new conduit between P02 and J01. Trench and bore to connect new conduit between P04 and PV01. Continued below** Potelco Inc.253-208-2183 BL005109 Poteli*227PL 12/07/2018 MFP19000334 Scott Warlick Justin Johnson 4242 Jones Ave NE 11/2/2020 11/2/2020 CITY OF RENTON TRAFFIC CONTROL PLAN PROJECT NAME: PERMIT# CONSTRUCTION COMPANY: PHONE#: CONTACT NAME: PHONE#: ADDRESS: CELL#: E-MAIL ADDRESS: FAX#: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: WORK DATE: APPROVAL DATE: OFFICE COPY T- CONTRACTOR DEV. SERVICE, INSPECTION P. MILLER DEV. SERVICE, PLAN REVIEW B. BANNWARTH POLICE CHARLES KARLEWICZ FIRE FIRE MARSHALL FS #13 Permit Holder agrees to all the following: • 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. • 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 through 47.36.220, 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. • By my signature herein, I acknowledge all the above requirements. PRINT NAME: DATE: SIGNATURE: Reset FormPrint Form 101108943 PSE/Potelco Inc. Vasiliy Trofimenko 253-395-6993 6905 S 228th St, Kent, WA 98032 vasiliy.trofimenko@pse.com NE 43rd Pl & I-405 TBD 1/7/2019 Anish Kumar 12/07/2018 Justin Johnson7:00 am to 3:00 pm Monday through Friday MFP19000334 11/2/2020 SKETCH I -- NORTH -- I NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three working days prior to work. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • 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. 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 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). Trenching and boring outside of City limits will be on a separate WSDOT permit. PSE to trench, backfill and complete restoration. Pavement cuts anticipated. Restoration per City of Renton standards. 15151515JONES AVE NENE 43RD PLSRMP 7.37P06P07P08P09BP04PV01STOP FLAGGER 2 OH LINE DROPSP06-P07P06-P09TRAFFIC TO BE HELDFOR 10-15 MIN.NEW POLEREMOVE POLESTOPFLAGGER P07 - TO BE REMOVEDP08 - TO BE INSTALLEDOH ELECTRICAL LINEW20-7AROADWORKAHEADW20-1 W20-4ONE LANEROADAHEAD100'100'100'W20-7AROAD WORK AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'XXPSEPUGETSOUNDENERGYJOB#101130096NE 43rd Pl & I-405, Renton, WA 980569/11/2020stephen.gadke@pse.com(425) 424-6431SHEET 1 of 11Puget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431NNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 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.0'703528" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOP POLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREAVICINITY MAPSEE PAGE 11 FOR WSDOT NOTES ISLAND 1213121112221521SEAHAWKS WAY1214405 EXIT405 ENTRANCE 1313121112N 44TH ST1515141211121212151622JONES AVE NENE 43RD PLN 44TH STISLANDC-Cu rb X'SRMP 7.37P02P01BP01P04P03P06P08P09BP04BP02J01BP03STOP FLAGGERNEW POLESTOP FLAGGER STOP FLAGGER POLICE K9 UNIT CLEAR A R E A (SEE NO T E S )2.0 SEC2.0. SECROLLINGSLOWDOWNBEPREPAREDTO STOPFIELD LOCATE 1 MILE (+/-) INADVANCE OF LANE CLOSURE( PCMS BOARDS NB & SB SR -405)PCMS BOARDPOLICEK9 UNITFOR TEMPORARY RAMPCLOSURE WSPVEHICLE W/FLASHINGLIGHTS TO BLOCKENTRANCEALL VEHICLES REQUIRED TO HAVEWARNING BEACONS & ARROWBOARDS IN CATION MODE (TMA'SRECOMMENDED)48" x 30"B/WR11-201RAMPCLOSED*GAP = 10 Min (20/60) = 3.33 MilesCLEARANCE = 3.33 Miles (60-20/60) = 5.0 MinDISTANCE = 5 Min (60/60) = 5.0 MilesRIGHT KEEP R4-7B 100'ROAD WORK AHEAD W20-1LEFT LANE CLOSED AHEAD W20-5LR11-1501RAMPWILL BECLOSEDMON DA -MON DAXAM XPMINSTALL 5 DAYS MIN.PRIOR TO CLOSURE48" x 60"B/WR007-L100'ONLYR3-5LROADWORKAHEADW20-1R11-1501RAMPWILL BECLOSEDMON DA -MON DAXAM XPMINSTALL 3 DAYS MIN.PRIOR TO CLOSURE48" x 60"B/W100'ROADWORKAHEADW20-1ROADWORKAHEADW20-1 100'R11-1501RAMPWILL BECLOSEDMON DA -MON DAXAM XPMINSTALL 5 DAYS MIN.PRIOR TO CLOSURE48" x 60"B/WPV01OH ELECTRICAL LINESHEET 2SHEET 3MATCHLINEW20-7AROADWORKAHEADW20-1 W20-4ONE LANEROADAHEAD100'100'100'W20-7AROAD WORK AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'PSEPUGETSOUNDENERGYJOB#101130096NE 43rd Pl & I-405, Renton, WA 980569/11/2020stephen.gadke@pse.com(425) 424-6431SHEET 2 of 11Puget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431N0'703528" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 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.SEE PAGE 11 FOR WSDOT NOTES WSPRAMP CLOSURE(10-15 MIN. FOROH LINE DROP)POLICEK9 UN IT 1213121112405 ENTRANCE 15151515JONES AVE NENE 43RD PLPOLICEK9 UN I T CLEAR AREA (SEE NOTES)SRMP 7.37"CHASER" VEHICLE, LASTVEHICLE IN QUE TO INSURESAFETY(WSPP02P01BP01P04P03P06P08P09BP04BP02J01BP03STOP FLAGGERNEW POLESTOP FLAGGER STOP FLAGGER POLIC E K9 UNITFOR TEMPORARY RAMPCLOSURE WSPVEHICLE W/FLASHINGLIGHTS TO BLOCKENTRANCEALL VEHICLES REQUIRED TO HAVEWARNING BEACONS & ARROWBOARDS IN CATION MODE (TMA'SRECOMMENDED)*GAP = 10 Min (20/60) = 3.33 MilesCLEARANCE = 3.33 Miles (60-20/60) = 5.0 MinDISTANCE = 5 Min (60/60) = 5.0 MilesW20-1ROADWORKAHEADW20-1 100'PV01R11-1501RAMPWILL BECLOSEDMON DA -MON DAXAM XPMINSTALL 5 DAYS MIN.PRIOR TO CLOSURE48" x 60"B/WOH ELECTRICAL LINESHEET 2SHEET 3MATCHLINE2.0 SEC2.0. SECROLLINGSLOWDOWNBEPREPAREDTO STOPFIELD LOCATE 1 MILE (+/-) INADVANCE OF LANE CLOSURE( PCMS BOARDS NB & SB SR -405)PCMS BOARDW20-7AROADWORKAHEADW20-1 W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'PSEPUGETSOUNDENERGYJOB#101130096NE 43rd Pl & I-405, Renton, WA 980569/11/2020stephen.gadke@pse.com(425) 424-6431SHEET 3 of 11Puget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431N0'703528" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOP POLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 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.SEE PAGE 11 FOR WSDOT NOTES ISLAN D 12 13 1 2 1 1 1 2 22 1521 N 4 3 R D S T SEAHAWKS WAY12 14 405 EXIT405 ENTRANCE131312N 44TH S T C-Curb SRMP 7.37 P02 P01 BP01 P04 P03 BP02 J01 BP03ALL VEHICLES REQUIRED TO HAVE WARNING BEACONS & ARROW BOARDS IN CATION MODE (TMA'S RECOMMENDED) *GAP = 10 Min (20/60) = 3.33 Miles CLEARANCE = 3.33 Miles (60-20/60) = 5.0 Min DISTANCE = 5 Min (60/60) = 5.0 Miles STOP FLAGGER STOP FLAGGER STOP FLAGGER W20-7A RO A D WO R K AH E A D W20-1BEPR E P A R E D TO ST O P W3-4100'100'100'ARRW-BRD ROADWORKAHEADW20-1100' 100'RIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1X'OH E L E C T R I C A L L I N E S/WC L O S E D R9-9 PCMS 1 2 NE 44TH ST CLOSED OVERHEAD ELECTRIC WORK DAY (S) & TIME(S) 2.0 SEC 3 2.0 SEC2.0 SEC PLACE 3 DAYS IN ADVANCE OF WORK START S/WCLOSEDR9-9W20-7AUSE MAXIMUM AVAILABLE SPACE FOR SIGNSBEPREPAREDTOSTOPW3-4X'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW2 0 - 1 100' Puget Sound Energy Traffic Control Supervisor: Stephen R Gadke Card No. 010741 Exp.5/31/2021 stephen.gadke@pse.com (425) 424-6431 N TRAFFIC BARRELS WITH BEACONS TRAFFIC FLOW SIGN LOCATION LEGEND POLE CHEVRONARROW BOARD WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 0'10050 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 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. PSE PUGETSOUNDENERGY JOB#101130096 NE 43rd Pl & I-405, Renton, WA 98056 9/11/2020 stephen.gadke@pse.com (425) 424-6431 SHEET 4 of 11 SEE PAGE 11 FOR WSDOT NOTES 15151515 1622 JONES AVE NENE 43RD PL N 44TH ST P06 P07 P08 P09 BP04 PV01 NEW POLE REMOVE POLE STOP FLAGGER STOP FLAGGER W20-7AROAD WORK AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100' Puget Sound Energy Traffic Control Supervisor: Stephen R Gadke Card No. 010741 Exp.5/31/2021 stephen.gadke@pse.com (425) 424-6431 N 0'10050 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 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. TRENCH 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY PSE PUGETSOUNDENERGY JOB#101130096 NE 43rd Pl & I-405, Renton, WA 98056 9/11/2020 stephen.gadke@pse.com (425) 424-6431 SHEET 5 of 11 SEE PAGE 11 FOR WSDOT NOTES 111215151515 1412 1622 JONES AVE NENE 43RD PL N 44TH ST ISLAND SRMP 7.37 P06 P07 P08 P09 BP04 PV01 NEW POLE REMOVE POLE STOP FLAGGER STOP FLAGGER W20-7AROAD WORK AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100' Puget Sound Energy Traffic Control Supervisor: Stephen R Gadke Card No. 010741 Exp.5/31/2021 stephen.gadke@pse.com (425) 424-6431 N 0'10050 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 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. TRENCH 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY PSE PUGETSOUNDENERGY JOB#101130096 NE 43rd Pl & I-405, Renton, WA 98056 9/11/2020 stephen.gadke@pse.com (425) 424-6431 SHEET 6 of 11 SEE PAGE 11 FOR WSDOT NOTES ISLAND1213121112 221521SEAHAWKS WAY1214 405 EXIT405 ENTRANCE 1313121112N 44TH ST1515141211121212151622JONES AVE NENE 43RD PLN 44TH STISLANDC-CurbX'SRMP 7.37P02P01BP01P04P03P06P07P08P09BP04PV01BP02J01BP03NEW POLEREMOVE POLESTOP FLAGGERSTOP FLAGGER ARRW-BRD ROAD WORK AHEAD W20-1RIGHT LANE CLOSED AHEAD W20-5R100'100'ROADWORKAHEADW20-1 RIGHT LANECLOSEDAHEADW20-5R 100'100'ROADWORKAHEADW20-1ROADWORKAHEADW20-1100'W20-7AROADWORKAHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1 W20-4ONE LANEROADAHEAD100'100'100'SUB-SURFACEBORE PATHNTEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431PSEPUGETSOUNDENERGYJOB#101130096NE 43rd Pl & I-405, Renton, WA 980569/11/2020stephen.gadke@pse.com(425) 424-6431SHEET 7 of 11WORK PIT28" TRAFFIC CONETRAFFIC FLOWSIGN LOCATIONLEGENDCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYBORE MACHINENotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 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.SEE PAGE 11 FOR WSDOT NOTES ISLAND 12131211122215211616N 43RD STNE 42ND PL SEAHAWK S W A Y1214 405 EXIT 405 ENTRANCE 1313121112N 44TH ST151514121622JONES AVE NEN 44TH STISLANDC-Cu rb X'SRMP 7.37P02P01BP01P04P03P06P07P08P09BP04PV01BP02J01BP03NEW POLEREMOVE POLEROADWORKAHEADW20-1 W1-4R 100'100'CONETOPPERROADWORKAHEADW20-1100'ROAD WORK AHEAD W20-1RIGH T SHOUL D E R CLOS E D W21-5aRW1-4L100'ROADWORKAHEADW20-1ROADWORKAHEADW20-1100'maintain (2) 11' lanes ARRW-BRD USE MAXIMUM AVAILABLESPACE FOR SIGNSRIGHT LAN E CLOSED AHEAD W20-5R100'SUB-SURFACEBORE PATHNPuget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431PSEPUGETSOUNDENERGYJOB#101130096NE 43rd Pl & I-405, Renton, WA 980569/11/2020stephen.gadke@pse.com(425) 424-6431SHEET 8 of 11WORK PIT28" TRAFFIC CONETRAFFIC FLOWSIGN LOCATIONLEGENDCHEVRONARROW BOARDWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYBORE MACHINENotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 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.SEE PAGE 11 FOR WSDOT NOTES Puget Sound Energy Traffic Control Supervisor: Stephen R Gadke Card No. 010741 Exp.5/31/2021 stephen.gadke@pse.com (425) 424-6431N VEHICLE TO HOLD RAMP TRAFFIC TEMPORARY ON-RAMP HOLDS (CLOSURES) SB I-405 1.LAKE WASHINGTON BLVD SE. 2.COAL CREEK PKWY SE. 3.I-90 (E+WB RAMP- SOUTH). 4.SE 8TH ST. 5.NE 4TH ST. 6.NE 8TH ST. 1. 2. 4. 3. 5. PSE PUGETSOUNDENERGY JOB#101130096 NE 43rd Pl & I-405, Renton, WA 98056 9/11/2020 stephen.gadke@pse.com (425) 424-6431 SHEET 9 of 11 SINGLE LANE RAMP CLOSURE (1 HOLD VEHICLE REQUIRED) CONSTRUCTION VEHICLE 2 LANES MERGE INTO 1 1 HOLD VEHICLE REQUIRED CONSTRUCTION VEHICLE SINGLE LANE RAMP CLOSURE (1 HOLD VEHICLE REQUIRED) CONSTRUCTION VEHICLE SINGLE LANE RAMP CLOSURE (1 HOLD VEHICLE REQUIRED) CONSTRUCTION VEHICLE 6.SINGLE LANE RAMP CLOSURE (1 HOLD VEHICLE REQUIRED) CONSTRUCTION VEHICLE 2 LANES MERGE INTO 1 1 HOLD VEHICLE REQUIRED CONSTRUCTION VEHICLE GOOGLE IMAGE Puget Sound Energy Traffic Control Supervisor: Stephen R Gadke Card No. 010741 Exp.5/31/2021 stephen.gadke@pse.com (425) 424-6431N 5. 2. 3. 4. 1. VEHICLE TO HOLD RAMP TRAFFIC TEMPORARY ON-RAMP HOLDS (CLOSURES) NB I-405 1.N 30TH ST. 2.NE PARK DR. 3.SUNSET BLVD NE. 4.MAPLE VALLEY HWY. 5.TALBOT RD S. PSE PUGETSOUNDENERGY JOB#101130096 NE 43rd Pl & I-405, Renton, WA 98056 9/11/2020 stephen.gadke@pse.com (425) 424-6431 SHEET 10 of 11 SINGLE LANE RAMP CLOSURE (1 HOLD VEHICLE REQUIRED) CONSTRUCTION VEHICLE SINGLE LANE RAMP CLOSURE (1 HOLD VEHICLE REQUIRED) CONSTRUCTION VEHICLE 2 LANES MERGE INTO 1 1 HOLD VEHICLE REQUIRED CONSTRUCTION VEHICLE 2 LANE RAMP CLOSURE (2 HOLD VEHICLES REQUIRED) CONSTRUCTION VEHICLE METRED SHOULDER 2 LANES MERGE INTO 1 2 HOLD VEHICLES REQUIRED CONSTRUCTION VEHICLE (3 IF SHOULDER IS OPEN) N ”” – PSE PUGETSOUNDENERGY JOB#101130096 NE 43rd Pl & I-405, Renton, WA 98056 9/11/2020 stephen.gadke@pse.com (425) 424-6431 SHEET 11 of 11 PHONECABLE TV101130096-R1THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)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.Correct QC Checklist(s) reviewed.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.Vasiliy Trofimenko425-457-9001Cell PhoneProject Manager Contact Information:Owner / Developer Contact InfoofficeATTN:WSDOT I-405 ProgramRandy Norberg425-456-8578PHONECABLE TV11344382101130096PROJECT PHASEPWRNOTIF#ORDER#SuperiorRemovalUG ExpenseJOBSITESEAHAWKS WAY & NE 43RD PLPUBLIC IMPROVEMENTCONFLICT UI1574 UI1619 UI1634SEAHAWKS WAY & NE 43RD PLPUBLIC IMPROVEMENTCONFLICT UI1574 UI1619 UI1634SCOPE OF WORK-OH to UG conversion with trenching and boring across I-405 and Seahawks wayGENERAL NOTES1.PRE-CONSTRUCTIONNOTIFY APPROPRIATE CITY OR COUNTY 48 TO 72 HOURS OR AS REQUIRED BY PERMITTING AGENCYBEFORE STARTING WORK ON ANY RIGHT-OF-WAY INVOLVING A PERMIT.FOLLOW ALL REQUIREMENTS AS OUTLINED BY THE PERMITTING AGENCY.LOCATE AND MARK ALL UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. IF THERE IS ACONFLICT WITH THE INTENDED TRENCH ROUTE AS SHOWN ON THE SITE PLAN AND EXISTING UTILITIESOR OBSTRUCTIONS, TRENCH ROUTE MAY NEED TO BE MOVED TO OPPOSITE SIDE OF STREET.COOPERATION WITH QUALITY INSPECTOR, PUGET SOUND ENERGY CONTRACTOR, CITY OR COUNTYAUTHORITIES DURING PRE-CONSTRUCTION MEETING WILL DETERMINE THE FINAL TRENCH ROUTE.2.EXISTING UTILITIESHAND EXCAVATE (POTHOLE) ALL MARKED UTILITY CROSSINGS TO VERIFY EXACT LOCATION ANDDEPTH AT POINT OF CROSSING. PROTECT UNDERGROUND UTILITIES DURING EXCAVATION. USE HANDEXCAVATION METHODS IF NECESSARY TO AVOID DAMAGE. FABRICATE AND INSTALL ADEQUATETEMPORARY STRUCTURES TO SUPPORT AND PROTECT UNDERGROUND UTILITIES WHILE EXPOSEDDURING CONSTRUCTION.MAINTAIN 6" MINIMUM CLEARANCE AT CROSSINGS BETWEEN EXISTING UTILITIES AND NEW DUCTINSTALLATIONS. TRANSITION TRENCH OR TUNNEL PROFILE GRADUALLY AS REQUIRED ATCROSSINGS. MAINTAIN 24" MINIMUM SEPARATION BETWEEN NEW TRENCH OR TUNNEL AND PARALLELEXISTING UTILITIES OR AS REQUIRED BY THE PERMIT AGENCY.IN THE EVENT OF DAMAGE TO AN UNDERGROUND UTILITY, NOTIFY PUGET SOUND ENERGY AT ONCE.CONTRACTOR AGREES TO MAKE WORK FORCE AND RESOURCES AVAILABLE AT ONCE TO PUGETSOUND ENERGY OR MUNICIPAL AUTHORITIES TO REPAIR DAMAGE AT NO COST.3.WORK DRAWINGSMAINTAIN ON SITE, IN GOOD CONDITION, A COMPLETE FILE OF ALL WORK DRAWINGS. THESEDRAWINGS SHALL BE AVAILABLE AT ALL TIMES TO A PUGET SOUND ENERGY REPRESENTATIVE.CORRECTIONS AND CHANGES MADE DURING THE JOB SHALL BE RECORDED CONTINUOUSLY ONTHESE DRAWINGS. ALL UNDERGROUND ELECTRICAL FACILITIES SHALL HAVE A MINIMUM OF 36INCHES OF COVER. ANY CHANGE MUST BE APPROVED BY THE PSE ENGINEER OR PROJECT MANAGER.FURNISH PUGET SOUND ENERGY A COMPLETE SET OF AS BUILT PRINTS (FOREMAN'S COPIES) AT THEEND OF THE JOB.4.SAFETYPROVIDE SIGNS, BARRICADES, AND TRAFFIC CONTROL IN CONFORMANCE WITH LOCAL JURISDICTIONSAND REGULATIONS. PROVIDE FLAGGING AND OR OTHER VEHICLE TRAFFIC CONTROL AS NEEDED INCONFORMANCE WITH LOCAL REGULATIONS. (SEE SPM # 100.4000) PROVIDE ADEQUATE SIGNAGE ANDPROTECTION TO TRAFFIC DURING NON-WORKING HOURS. MAINTAIN TRAFFIC FLOW AS REQUIRED BYPERMITTING AGENCY. PROVIDE SIGNS AND BARRICADES TO WARN PEDESTRIANS, MOTORCYCLESAND BICYCLES.INSTALL WARNING BARRICADES AT LEAST EVERY 50 FEET ALONG THE TRENCH ROUTE FROM THE TIMETHE TRENCH IS OPENED UNTIL THE TRENCHING IS COMPLETE.5.EXISTING SYSTEMSMAINTAIN EXISTING ELECTRICAL SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE, TESTED, ANDREADY FOR SERVICE. DISABLE EXISTING SYSTEM ONLY TO MAKE CUTOVERS AND CONNECTIONS ASDIRECTED BY PUGET SOUND ENERGY'S REPRESENTATIVE.PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICEDURING CONSTRUCTION; IF A SCHEDULED OUTAGE IS NOT POSSIBLE. WHEN WORK MUST BEPERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE QUALIFIED PERSONNEL FOR SUCHOPERATIONS.EARTHWORKSEE PUGET SOUND ENERGY SPM 6800.40501.BACK HOE, HAND DUG EXCAVATIONSPAVED SURFACES:CUT THE EDGES OF THE TRENCH PRIOR TO DIGGING. USE THE NARROWEST BUCKET PRACTICAL ORPLOW OFF THE EDGE OF PAVED SURFACE FAR ENOUGH TO MINIMIZE ASPHALT DISTURBANCE. REPAIRANY BLOW OUT AREAS (WHERE EDGE HAS BEEN BROKEN) BY SAWING. THE DEPTH OF THE TRENCHSHALL BE ENOUGH TO ALLOW 36" OF COVER . BACKFILL MATERIAL SHALL BE CONTROLLED DENSITYFILL (CDF) COVER OR SELECT FILL (5/8" MINUS) TO MEET PERMIT REQUIREMENTS.UNPAVED SURFACES:CONDUIT/CABLE TRENCHES ARE TO BE EXCAVATED JUST OFF THE EXISTING ROAD EDGE OR IN THESHOULDER OF THE ROAD BEHIND THE EXISTING DITCH LINE. CONTRACTOR SHALL USE A BACK HOEWITH THE NARROWEST WIDTH BUCKET PRACTICAL OR PLOW. TRENCH SHALL BE DEEP ENOUGH TOALLOW A MINIMUM OF 36" OF COVER OVER THE TOP MOST CABLE. ALL DITCH CROSSINGS SHALL HAVEA MINIMUM OF 36" COVER FROM THE LOWEST POINT WITHIN THE EXISTING DITCH LINE.CULVERTS; WHEN INSTALLING FACILITIES UNDER A CULVERT, EXCAVATION MUST BE FILLED WITHPACKED CRUSH ROCK. IF ANY CULVERT IS DAMAGED IT WILL BE REPAIRED OR REPLACED INACCORDANCE WITH PERMITTING AGENCY AND CONTRACTORS RESPONSIBILITY.SPOILS SHALL BE REMOVED QUICKLY TO MINIMIZE BLOCKING OF TRAFFIC. ALL SPOILS AND WASTESBECOME THE PROPERTY OF THE CONTRACTOR IMMEDIATELY UPON REMOVAL. REMOVE SPOILS ANDWASTES PROMPTLY TO AN APPROVED DISPOSAL SITE. REMOVE SPOILS CONTAINING ASPHALT ORCONCRETE TO A DISPOSAL SITE SPECIFICALLY APPROVED FOR SUCH MATERIALS. PROVIDE PUGETSOUND ENERGY WITH A DISPOSAL RECEIPT FOR ALL SPOILS.2.BACKFILLUNPAVED ROAD SURFACESBACKFILL FOR UNPAVED ROAD CROSSINGS SHALL CONSIST OF 1-1/2" TO 2-1/2" MATERIAL COMPACTEDTO 95% DENSITY. BACKFILL FOR UNPAVED ROAD SECTIONS SHALL CONSIST OF NATIVE MATERIALCOMPACTED TO 95% DENSITY.AT THE END OF EACH WORKDAY, BACKFILL OR PLATE ALL TRENCH, REMOVE ALL SPOILS AND CLEANROADWAY SURFACE OF LARGE HAZARDOUS DEBRIS.3.SURFACE RESTORATIONUNPAVED SURFACESRESTORE GROUND SURFACE TO ORIGINAL CONTOUR. RESTORE TO ORIGINAL CONDITION OR BETTER.4.LANDSCAPINGARRANGE AND PERFORM WORK TO MINIMIZE IMPACT TO EXISTING LANDSCAPING. RESTORELANDSCAPING THAT HAS BEEN DISTURBED DURING THE COURSE OF WORK, INCLUDING SEEDING OFBANKS AND FILLS. VAULTS SET IN BANK AREAS MAY REQUIRE RE-SLOPING THE SURROUNDING LANDTO AVOID SLOUGHING. LEAVE AREA IN ITS ORIGINAL STATE OR BETTER AT THE END OFCONSTRUCTION. HAND DIG IF REQUIRED TO PREVENT DAMAGE TO TREE ROOTS.ELECTRICAL1.CONDUITCONDUIT FOR INSTALLATION IN UNPAVED AREAS SHALL BE 2", 3", 4", OR 6" PVC DB120 FOR DIRECTBURIAL. MAINTAIN 36" MINIMUM COVER ABOVE TOP CONDUIT AT ALL TIMES OR AS REQUIRED BY THEPERMITTING AGENCY.WHERE CONDUIT IS ROUTED FROM ROAD EDGE TO VAULT LOCATION, MAINTAIN 36" MINIMUM COVERABOVE TOP CONDUIT AT ALL TIMES OR AS REQUIRED BY THE PERMITTING AGENCY. BENDS SHALL BEMADE WITH AS LONG A RADIUS AS POSSIBLE (48" MINIMUM). AVOID MAKING SHARP BENDS OR KINKSIN CONDUIT DURING INSTALLATION. OBTAIN EXACT LOCATION OF CONDUIT ENTRANCE INTO VAULTFROM PUGET SOUND ENERGY BEFORE PENETRATING VAULT. PENETRATE THE VAULT USINGEXISTING KNOCKOUT OR USE CORE DRILLED HOLES. STUB THE 4" OR 6" PVC 2"-3" INTO VAULTINTERIOR AND GROUT BETWEEN THE CONDUIT AND VAULT WALL. LEAVE A 10' MINIMUM OF EXTRAPULL ROPE IN EACH END OF INSTALLED CONDUIT WHERE 4" OR 6" PVC IS INSTALLED AND CAPCONDUIT TO PREVENT THE ENTRY OF DIRT AND MOISTURE.ARRANGE WORK SO CONDUIT PLAYS DIRECTLY OFF REEL INTO TRENCH. PLACE THE CONDUIT IN THETRENCH AS STRAIGHT AS POSSIBLE. AVOID VERTICAL AND HORIZONTAL "SNAKING" OF THE CONDUIT.MULTIPLE CONDUIT RUNS MAY BE STACKED VERTICALLY. WHERE CONDUIT MUST BE PULLEDTHROUGH A TRENCH TO ALLOW A CROSSING UNDER AN EXISTING UTILITY, CAP CONDUIT ENDBEFORE PULLING TO AVOID CONTAMINATION. IF A KINK OCCURS, CUT THE CONDUIT AHEAD OF KINKAND SPLICE TO NEW CONDUIT TO CONTINUE RUN.2.UNDERGROUND PRIMARY CABLEPRIMARY CABLE SHALL BE 1/O ALUM SOL JACKETED CABLE RATED FOR 15 KV SERVICE WITH APOLYETHYLENE JACKET. PRIMARY CABLE SHALL BE 61 STRAND 750 MCM ALUMINUM CONDUCTORRATED FOR 15 KV SERVICE WITH A COPPER TAPE NEUTRAL CONDUCTOR AND POLYETHYLENEJACKET. A 4/0 COPPER NEUTRAL SHALL BE RUN WITH EACH 3 PHASE CIRCUIT OF 750 MCM.INSTALL CABLE INTO EXISTING OR NEW CONDUIT SYSTEMS USING APPROVED INSTALLATIONEQUIPMENT. APPROVED EQUIPMENT INCLUDES EITHER CABLE PULLERS AND/OR CABLE PUSHERS.PULLING SOCKS SHALL BE NON-CONDUCTIVE OR SIMILAR MATERIAL. STEEL PULLING SOCKS AREPROHIBITED. BARE STEEL CABLE SHALL NOT BE USED TO PULL CABLE. CABLE PULLING EQUIPMENT(WINCHES, HOIST, DRIVEN REELS, ETC.) SHALL BE EQUIPPED WITH INSTRUMENTATION TOCONTINUALLY MONITOR AND RECORD PEAK TENSION ENCOUNTERED DURING A PULL. BEFOREINSTALLING CABLE, OBTAIN RATED PULLING TENSION FOR CABLE FROM PUGET SOUND ENERGY. DONOT EXCEED RATING AT ANY TIME DURING INSTALLATION. NOTIFY PUGET SOUND ENERGYIMMEDIATELY IF PULLING TENSION EQUALS OR EXCEEDS RATING (828/1657LBS FOR 1/0 OR 5000LBSFOR 750 .) DO NOT EXCEED MINIMUM BEND RADIUS OF CABLE OR IMPOSE KINKS OR SHARP BENDS ONCABLE DURING PULLING OPERATIONS. INSTALL CABLE DIRECTLY OFF REEL WITHOUT DRAGGING ITON THE GROUND. APPLY PUGET SOUND ENERGY APPROVED LUBRICANT TO CABLE CONTINUALLYDURING PULLING TO REDUCE PULLING TENSION AND TO PERMIT FUTURE REMOVAL.INSTALL ADEQUATE AMOUNTS OF 3/4 " PLYWOOD ON EXISTING SIDEWALK AREAS TO SUPPORTPULLING EQUIPMENT AND PREVENT UN-NECESSARY DAMAGE TO SIDEWALKS.TRAIN AND COIL CABLES IN VAULTS AS REQUIRED TO FORM A SMOOTH TRANSITION FROM CONDUIT TOTERMINATION. IF TERMINATIONS ARE TO BE PERFORMED BY OTHERS, COIL 15' OF CABLE IN VAULTAND CAP END.3.TERMINATIONS AND SPLICESINSTALL APPROVED TERMINATIONS ON CABLES IN ACCORDANCE WITH PUGET SOUND ENERGY SPM2247.5115- 5119. UNLESS OTHERWISE DIRECTED, APPROVED TERMINATIONS WILL BE LOAD BREAKELBOWS IN VAULTS AND COLD SHRINK PIN TERMINALS ON POLE RISERS PER PUGET SOUND ENERGYSPM 2247.9317.SPLICE CABLE WITH APPROVED SPLICE KITS IN VAULTS, HAND HOLES OR SIMILAR ENCLOSURES. DONOT SPLICE CABLES IN RUNS BETWEEN VAULTS. SEE PUGET SOUND ENERGY SPM 2233.2075-2076.4.CONCRETE VAULTSEXCAVATE, INSTALL BASE MATERIAL, AND COMPACT BASE MATERIAL IN ACCORDANCE WITH PUGETSOUND ENERGY SPM 6775.0040.INSTALL AND SEAL PRECAST SECTIONS IN ACCORDANCE WITH PUGET SOUND ENERGY SPM 6775.0040.USE PRECAST NECK AND SHAFT SECTIONS TO BRING MANHOLE ENTRANCE TO PROPER ELEVATION.INSTALL MANHOLES PLUMB. SET THE TOP OF EACH MANHOLE TO FINISHED ELEVATION OR NOHIGHER THAN 6" ABOVE EXISTING ROAD ELEVATION. INSTALL HILLHOLDERS AS REQUIRED ON SKETCHOR BY CONSTRUCTION NOTES.5.GROUNDINGINSTALL GROUND ROD PER PUGET SOUND ENERGY SPM 6275.6100 AT EACH VAULT IN WHICH PRIMARYCABLE IS TERMINATED. LOCATE ROD IN TRENCH EXCAVATION WHEREVER POSSIBLE TO OBTAINMAXIMUM DRIVEN DEPTH IN UNDISTURBED SOIL. CONNECT EACH GROUND INDIVIDUALLY TO GROUNDLOOP INSIDE VAULT WITH BARE NO. 2 COPPER JUMPER OR TO CONCENTRIC NEUTRAL AT EACHSPLICE VAULT LOCATION. MINIMUM GROUNDING REQUIREMENT IS 4 GROUNDS PER MILE.6.EXISTING UNDERGROUND PRIMARY CABLE (IF APPLICABLE)ABANDON EXISTING PRIMARY CABLE IN PLACE. CUT OFF OLD CABLE ENDS INSIDE VAULT FLUSH WITHWALL. BEFORE CUTTING, PIGTAIL CONCENTRIC NEUTRAL STRANDS AND CONNECT TO GROUND LOOPINSIDE VAULT. RETURN SCRAP CABLE AND EXISTING CABLE TAGS TO PUGET SOUND ENERGY.REMOVE OR FILL EXISTING VAULTS AS REQUIRED BY PERMITTING AGENCY.7.TRAFFIC CONTROLALL TRAFFIC CONTROL TO COMPLY WITH CURRENT SPECIFICATIONS IN M.U.T.C.D.GENERAL OVERHEAD NOTES:-POLES, CONDUCTORS, DEVICES TO BE INSTALLED PER PSE STANDARDS & SPECIFICATIONS.-POLES ARE TO BE INSTALLED OR RELOCATED AS STAKED.-ALL NEW POLES SET SHALL BE THE CLASS INDICATED ON THE SKETCH OR BETTER.-INSTALL GROUND PLATE ASSEMBLY ON ALL NEW POLES.-INSTALL GRID NUMBERS ON ALL NEW AND EXISTING POLES AS SHOWN ON SKETCH.-TREAT ALL FIELD-DRILLED POLES WITH COPPER NAPHTHENATE WOOD PRESERVATIVE.-CUSTOMER/DEVELOPER TO COORDINATE BETWEEN UTILITIES.NVicinity MapARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSIONSTRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)EROSION & SEDIMENT CONTROL REQUIREMENTSNOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROLEROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE& ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS.OVERHEAD CIRCUIT MAPSCALE: NONEJOBSITEUNIVERSAL CIRCUIT MAPSCALE: NONEJOBSITEYesYesYes"Flagging Required""Outages Required""Locates Required"EXISTING PROPERTY LINEEXISTING UG RISERNEW UG RISERSVC STUBJ-BOXNEW TRENCH LINEEXISTING 3Ø WIREEXISTING CENTER LINEEXISTING CONDUCTOR TO BE REMOVEDDISCONNECT - FUSEDEXISTING 1Ø WIREEXISTING RIGHT OF WAYEXISTING PULL VAULTEXISTING POLEDOWN GUYEXISTING SECONDARY SERVICE LINEDISCONNECT - UNFUSEDEXISTING STREETLIGHTNEW POLENEW PADMOUNT TRANSFORMEREXISTING PADMOUNT TRANSFORMERNEW TOTAL UNDERGROUND TRANSFORMEREXISTING TOTAL UNDERGROUND TRANSFORMERHANDHOLEPRIMARY METERING POINTPJELECTRIC SYMBOLS LEGENDUG ExpenseDESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko425-457-90014/17/20V Trofimenko425-457-90014/17/20Charlotte Furia253-395-63304/17/20RW-103599CITY OF RENTONSEAHAWKS WAY & NE 43RD PL & I-405OH TO UG CONVERSION NE 43RD PL & I-405, RENTON WA 98056PI TEAM101130096-R1AS NOTED1/4KINGCSPSKEPMNW32 T24 R05E2405E1262405E1362405E126HAZ-15Transmission5840437665941246201081099235710158668/31/20VT/RYREFRAME P09, MOVE PV01, ADD P0810/30/20VT/RYMOVE PV01 P05319663166310EXISTXXXXXXXXXXX XXXXX X XX X X XX X X X X X X X X X X X X X X X XXXXXXXX X X X X XX XX XX X XXXX XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XX 695 1570WALL 07.33L SB I-405 ON RAMP4350 Lake Washington blvdNE 44TH STSEAHAWKS WAY P03319685166309EXISTP02319708166287EXIST25kVA3196851662972/8100T-X522740T-11788100T-T81306J01319618166417NEWBP03P04319685166312EXIST25kVA100T-T81307P01319710166286EXISTEXISTINGCOMMUNICATIONDOWN GUYSWSDOT ROWRENTON ROWRENTON ROW RENTON ROWBP01BP02WSDOT ENVIRONMENTAL IMPACT #2 ACSR#2 ACSRABCN336.4 TW CBANCBACBAN336.4 TW ABC #2 ACSRCBAN #2 ACSRCBA101130096-R1WIRE REMOVAL TABLELocationWire Size & TypeQuantityLength(percircuit)RemarksFromToP02P04#2 ACSR43601440 (#2 ACSR) Total Feet RemovedSITE SPECIFIC NOTES:AT P01-EXISTING 319710-166286 INSTALL 3/8" PRIMARY DOWN GUY SOUTHEAST (GYD3SA) [6013.0100] INSTALL 3/8" NEUTRAL DOWN GUY SOUTHEAST(GYD3SAN) [6013.0100] INSTALL 20" ANCHOR 15' EAST OF POLE (ANDP20) [6012.1000]AT P02-EXISTING 319708-166287 INSTALL 10FT POLE WRAP PER TRANSMISSION DESIGN #571015866 REMOVE EXISTING SWITCH #X5227 INSTALL 3Ø 200A OH TO UG TERMINATIONS (TSU3L1F) [6043.1000] INSTALL (2) 6" RISER ASSEMBLIES (RIS6CSS) [6042.1000]CAP SPARE 6" RISER 10' UP THE POLE INSTALL SWITCH # T81306 ON 200A, FUSE AT 100T (3412700) INSTALL 3Ø 2 ACSR DEAD END SLACK SPAN NORTHWEST TO P01 (SSD312DE) [6033.5010] SPLICE AND EXTEND EXISTING 3Ø #2 ACSR TO P01AT P04-EXISTING 319685-166312 INSTALL NEW 9' HD DOUBLE CROSS ARMS (NORTH & SOUTH) INSTALL 3Ø 200A DEAD END ASSEMBLY (DE2315) [6033.1040] INSTALL NEW 9' STD DOUBLE CROSS ARMS IN BUCK POSITION (EAST & WEST) INSTALL 3Ø #2 ACSR DEAD END SLACK SPAN WEST TO P03 (SSD312DE) [6033.5010] INSTALL 3Ø 200A UG TO OH TERMINATIONS (UTSU3L1) [6043.1001] INSTALL (1) 4" RISER ASSEMBLY(RIS4CSS) [6042.1000] INSTALL (1) 6" RISER ASSEMBLY AND CAP 10' UP THE POLE (RIS6CSS) [6042.1000] INSTALL SWITCH # T81307 ON 200A, FUSE AT 100T (3412700) INSTALL 3/8" PRIMARY DOWN GUY NORTH (GYD3SA) [6013.0100] INSTALL 3/8" NEUTRAL DOWN GUY NORTH(GYD3SAN) [6013.0100] INSTALL 20" ANCHOR 20' NORTH OF POLE (ANDP20) [6012.1000] TRANSFER EXISTING 1Ø XFMR C/O TRANSFER EXISTING #2 ACSR WEST & SOUTHJ01- NEW 319618-166417 INSTALL PER VAULT AND EQUIPMENT TABLEBP01 TRENCH AND INSTALL 2-6" SCH-80 PVC CONDUITS WEST TO P02 BORE AND INSTALL 2-6" RED HDPE CONDUITS EAST TO BP02BP02 TRENCH AND INSTALL 2-6' SCH-80 PVC CONDUITS SOUTHEAST TO J01 BORE AND INSTALL 2-6" RED HDPE CONDUITS WEST TO BP01BP03 TRENCH AND INSTALL 2-6" SCH-80 PVC CONDUITS NORTH TO J01 BORE AND INSTALL 2-6" RED HDPE CONDUITS EAST TO BP04JOB SITESCALE: 1"=20'BREAK LINE 200 FTA MATCH LINE SEE PAGE 3 AVault & Equipment TableSiteApproximateStation &Offset FromVlt CenterGridNumberVault Size& CoverType & SizeEquipmentIn VaultInstall Primary BushingsTransformerID Numbers(Company ID)ASBUILT INFORMATIONForeman-CompleteLBELB10JDCMID7630600J01NEW31961816641711'4"X5'10"X8'2"w/(3) 3" Standard Plate DoorMat ID: 7907110J-Box below gradew/ (3) 4 pos busJBOX15L931-8Ex12-45x32-21x32-23x12-25x12-57x32-59x22-60Ax1DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko425-457-90014/17/20V Trofimenko425-457-90014/17/20Charlotte Furia253-395-63304/17/20RW-103599CITY OF RENTONSEAHAWKS WAY & NE 43RD PL & I-405OH TO UG CONVERSION NE 43RD PL & I-405, RENTON WA 98056PI TEAM101130096-R1AS NOTED2/4KINGCSPSKEPMNW32 T24 R05E2405E1262405E1362405E126HAZ-155106 J-BOX VAULT EXCAVATION DETAIL J012"RockCrushed6"8'-6"10'-0"16'-0"11'-4" Min11'-10" Max7'-6"8"8'-2"6'-4" Max5'-10" MinExcavation - 50-1/2 cubic yardsSIDE VIEWTOP VIEW11,000 lbs8,430 lbs6,600 lbsHeight adjustable boltsThree 3' sq. std. plate doors, orThree 3' sq. Anti-Skid doors.8/31/20VT/RYREFRAME P09, MOVE PV01, ADD P08 XXXXXXX695690 69 0 WALL 07.30IL WA L L 0 7 . 1 5 R MP 7.35 NB I - 4 0 5 O F F R A M P NE 43RD PLJONES AVE NE SB I-405 NB I-405 P07319681166364REMVP09319671166365EXISTP06319683166362REMV100T-T81308BP04WSDOT ROW W S D O T E N V I R O N M E N T A L I M P A C T #2 ACSRCBA#4 ACSRCBAP08319662166377NEW(GUYPOLE)#4 ACSR CBAT84491PV01319677166362NEWJOB SITESCALE: 1"=20'101130096-R1 POLE RETIREMENT TABLE TEMP TRANSFERSST. LIGHT TRANSFERSSITE#POLE DATAPOLETELTVFIBERTRANRMVDID NUMBERGRID #HEIGHTCLASSYEARTOPPEDRMVDP06319683-166362P07319681-166364Vault & Equipment TableSiteApproximateStation &Offset FromVlt CenterGridNumberVault Size& CoverType & SizeEquipmentIn VaultInstall Primary BushingsTransformerID Numbers(Company ID)ASBUILT INFORMATIONForeman-CompleteLBELB10JDCMID7630600PV01NEW31967716636211'4"X5'10"X7'6" w/(2) 12"(2) 6" Ring Risers and(2) 42" Dia HD CoversMat ID: 7906800(3) 200A Cable Splices (SPL10J)Matid: 7667800WIRE REMOVAL TABLELocationWire Size & TypeQuantityLength(circuit ft)RemarksFromToP04P06#2 ACSR4525P06P07SPAN GUY175P06P09#4 ACSR31602100 (#2 ACSR) Total Feet Removed75 (SPAN GUY) Total Feet Removed480 (#4 ACSR) Total Feet RemovedSITE SPECIFIC NOTES:BP04 TRENCH AND INSTALL 2-6" SCH-80 PVC CONDUITS EAST TO PV01 BORE AND INSTALL 2-6" RED HDPE CONDUITS WEST TO BP03P06-REMOVE 319683-166362 REMOVE PSE POLE AND ALL PSE EQUIPMENTP07-REMOVE 319681-166364 REMOVE PSE POLE AND ALL PSE EQUIPMENTP08-NEW 319622-166377 INSTALL NEW 35' CL3 GUY POLE (6010.1100) [PS353] INSTALL (1) 7/16" SPAN GUY TO P09 (6013.0170) [GYD7OW] INSTALL (1) 7/16" NEUTRAL SPAN GUY TO P09 (6013.0170) [GYD7OW] INSTALL (1) 20" PLATE ANCHOR NORTH, LEAD = 15', MIN. (6012.1000) [ANDP20]INSTALL (1) 7/16" DOWN GUY TO NEW ANCHOR (6013.0100) [GYDD71A]P09-EXISTING 319671-166365 INSTALL 3Ø 200A UG TO OH L/I TERMINATION (6043.1001) [UTSU3L1] INSTALL (2) 6" RISER ASSEMBLIES (6042.1000) [RIS6CSS]CAP SPARE 6" RISER 10' UP THE POLE INSTALL SWITCH #T84491, FUSE AT 65T (3412600)A MATCH LINE SEE PAGE 2 A2-45x32-57x32-59x22-60Ax12-25x12-26x1DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko425-457-90014/17/20V Trofimenko425-457-90014/17/20Charlotte Furia253-395-63304/17/20RW-103599CITY OF RENTONSEAHAWKS WAY & NE 43RD PL & I-405OH TO UG CONVERSION NE 43RD PL & I-405, RENTON WA 98056PI TEAM101130096-R1AS NOTED3/4KINGCSPSKEPMNW32 T24 R05E2405E1262405E1362405E126HAZ-152-26x17'-6"5'-10"11'-4"22"Base11,600 LBSTopSection11,570 LBS42" Dia Heavy DutyManhole Frame & Cover42" Dia 6" Riser42" Dia Access Holes42" Dia 12" RiserSIDE VIEWTOP VIEW10'16'6"CRUSHEDROCKFinal Grade(Pavement)10'-0"2"Excavation - 52-1/3 cubic yardsNOTE: Excavation depth for 1-6" & 1-12" ring risers, Adjust depth for any other combination5106 PULL VAULT EXCAVATION DETAIL PV01SCALE: NONE MID# 79068002-238/31/20VT/RYREFRAME P09, MOVE PV01, ADD P08 JPV01NEWP04NEW 2-6"BP01BP02BP03BP04EXIST25kVA100T-T81307P03EXISTP02EXIST2/840T-11788100T-T81307P06REMV100T-T81308P05EXISTP07REMVNEW 2-6"NEW 2-6"P01EXISTNEW 2-6"NEW 1-4"&1-6"J01NEWP09EXISTP08NEWNEW 2-6"T84491EIC928-AEIC929-BEIC930-CEIC925-AEIC926-BEIC927-CJJ01NEWP04EXIST25kVA100T-T81307P03EXISTP02EXIST2/840T-11788100T-T81307P06REMV100T-T81308P05EXISTP07REMVP01EXISTEIC928-AEIC929-BEIC930-CEIC922-AEIC923-BEIC924-CPV01NEWP09EXISTP08NEWT84491CONDUIT DIAGRAMSCALE: NONE101130096-R1LEGENDANative material or as directed by WSDOT.BCBedding material. Bedding material depth over and beneath pipe casing shall be half the diameterof pipe casing or 6 inches, whichever is less.GENERAL NOTES1. 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 thedepartment’s discretion, include the full 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.Surface treatment to restore existing to match adjacent (seeding, bark, etc.).WSDOT OPEN TRENCH BORE PIT DETAILSCALE: NONECABLE ONE-LINE DIAGRAMSCALE: NONEDESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko425-457-90014/17/20V Trofimenko425-457-90014/17/20Charlotte Furia253-395-63304/17/20RW-103599CITY OF RENTONSEAHAWKS WAY & NE 43RD PL & I-405OH TO UG CONVERSION NE 43RD PL & I-405, RENTON WA 98056PI TEAM101130096-R1AS NOTED4/4KINGCSPSKEPMNW32 T24 R05E2405E1262405E1362405E126HAZ-152-35x702-36x402-55x1,180PRIMARY CABLE & CONDUIT TABLELOCATIONCONDUITPRIMARY CABLEASBUILT INFORMATIONSIZEQtyTYPELENGTHDesign(ft)BENDSPULLPULLCableLENGTHDesign(ft)Cable NumbersForeman Please RecordForeman - CompleteFROMTO(in)90°45°22°11°(lbs)Rev(lbs)SizeABCManufacturerCompoundYearActual Amount Installed (Conduit & Cable)P02BP0162SCH-80201BP01BP0262HDPE2501/0JKT355EIC925EIC926EIC927BP02J0162SCH-80201J01P0441SCH-808011/0JKT90EIC922EIC923EIC924J01P0461SCH-8080SPAREJ01BP0362HDPE501BP03BP0462HDPE5101/0JKT690EIC928EIC929EIC930BP04PV0162SCH-80501PV01P0962SCH-8012011/0JKTEIC928EIC929EIC9301908/31/20VT/RYREFRAME P09, MOVE PV01, ADD P08