HomeMy WebLinkAboutMFP24001937.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24001937
IVR Number: 24001937
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:04/15/2024Application Date:1823059044Parcel Number: 408 S 7TH ST
Permit Type:05/08/2024Issue Date:Franchise
Permit Work Class:05/08/2025Expiration Date:Minor Utility
Job Number: 101169535Franchise Type:Electric
09/04/2024Finalize Date:
Description: Puget Sound Energy Electric CITY PUBLIC IMPROVEMENT WORK Shifting poles to the North within ROW for cities
new sidewalk. Will need to reconnect 2 3 UG services at base of poles. Transfer some existing equipment on poles
and replace others that no longer meet standard. Approved lay down locations for new poles located on site plan.
Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: 5109Electrical Contractor: POTELI*344O4
Construction Contractor: POTELI*227PL
Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08
Bellevue, WA 98009
B: (888) 225-5773Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐ Electronic Copy of the TCP Application
☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
S 7th St Corridor Improvements/PSE Pole Relocation MFP24001937
405 S 7th St (Between Burnett Ave S and Nelson Ln S
02/24/25 03/14/25 8 AM 5 PM (overnight outage on
2/27; 9 pm - 5 am)
Potelco
Dustin Weller 206-379-4347
355 110th Ave NE, Bellevue Bellevue 98004
PSE power pole and wire relocation/reconfiguration
Monday Friday 3:00pm8:00am
Scott Warlick CED 2/21/2025
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)
Dustin Weller 2/19/25
Dustin Weller
MORRIS AVE S S 7TH STMOSES LN S
SHATTUCK AVE S
ONE LANE
ROADAHEAD W20-4100'100'100'W20-7AONE LANEROADAHEADW20-4ROADWORKAHEADW20-1W20-7ABEPREPAREDTOSTOPW3-4100'100'100'ROADWORKAHEADW20-1W20-7AROADWORKAHEADW20-1121212121212WHITWORTH LN SP02NEW
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TOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREA405 S 7th St Renton WA 98057 USA0'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com1 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-642511 111111STOPFLAGGER STOPFLAGGER FLAGGER FORDRIVEWAY CONTROLSTOPFLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREA
ONLYMORRIS AVE S S 7TH STMOSES LN SSHATTUCK AVE S1212
12121212WHITWORTH LN S
ALLEYP04ANEWP04REPLACEONLYONLY111111
17 20
181811 11 11 S 7TH ST405 S 7th St Renton WA 98057 USAW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥W20-7AX'≥STOP
STOP W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥
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AHEAD W20-4ONE LANEROADAHEADX'≥X'≥STO
PRESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TO
TOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAP04BREMOVEProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com2 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-64250'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 11
11 11
STO
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FLAGGER
STOP
FLAGGER FLAGGER FORDRIVEWAY CONTROLSTOP
FLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREA
ONLYMORRIS AVE S S 7TH STMOSES LN SSHATTUCK AVE S1212
12121212WHITWORTH LN S
ALLEY
TALBOT RD SONLYONLY1111 111720
1818
11 11 11 S 7TH ST405 S 7th St Renton WA 98057 USAW20-1ROADWORKAHEADX'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥W20-7AX'≥STO
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AHEAD W20-4ONE LANEROADAHEADX'≥X'≥STOPRESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TO
TOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAP06REPLACEW20-7A
X'≥W20-1ROADWORKAHEADX'≥P14Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com3 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-64250'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 11
11 11
STO
P
FLAGGER
STOP
FLAGGER FLAGGER FORDRIVEWAY CONTROLSTOP
FLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREA
ONLYMORRIS AVE S S 7TH STTALBOT RD S 121212181110BU
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END OF ROADALLEY
TALBOT RD S1818
11 11 11 S 7TH STW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOP W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥W20-7AX'≥W20-1ROAD
WORK
AHEAD W20-4ONE LANEROADAHEADX'≥X'≥STOP RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAFROM TOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAW20-7AX'≥P1412W20-1
ROADWORKAHEADW20-1ROADWORKAHEADSTOP
Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com4 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-64250'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 11
11 11
STO
P
FLAGGER
STOP
FLAGGER FLAGGER FORDRIVEWAY CONTROLSTOP
FLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREA
ONLYMORRIS AVE S
TALBOT RD S12121212
620 S 7th St Renton WA 98057 USA181110BU
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END OF ROADALLEY
TALBOT RD SP08REPLACEP10REPLACE181811 11 11 S 7TH STSTOP STOP
STOP
STO
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18 18 STOP
W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥
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TOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com5 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-64250'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 11
11 11
STO
P
FLAGGER
STOP
FLAGGER FLAGGER FORDRIVEWAY CONTROLSTOP
FLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREA
ONLYMORRIS AVE S
TALBOT RD S1212 1212620 S 7th St Renton WA 98057 USA181110BU
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END OF ROADALLEY
TALBOT RD SNEW181811 11 11 S 7TH STSTOP
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BEPREPARE
D
TOSTOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADTHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREPEDESTRIAN AND BIKE DIVERSIONFOR SIDEWALK OR WALKWAYCLOSURES SEE PAGE 7.P10A S 7TH STW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7A
Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com6 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-64250'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 11
11 11
STO
P
FLAGGER
STOP
FLAGGER FLAGGER FORDRIVEWAY CONTROLSTOP
FLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREA
ONLYMORRIS AVE S
TALBOT RD S1212 1212181110BU
R
N
E
T
T
A
V
S
14var.stop
END OF ROADALLEY
TALBOT RD SP11REPLACE181811 11 11 S 7TH STSTO
P
STOP
STOP
STO
P
W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥
X'≥
X'≥
W2
0
-
7
A W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥
W20-7A
W20-1ROAD
WORK
AHEAD
BEPREPAR
E
D
TO
STOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE
LANEROADAHEADX'≥X'≥X'≥W20-7ABEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADTHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREP10APEDESTRIAN AND BIKE DIVERSIONFOR SIDEWALK OR WALKWAYCLOSURES SEE PAGE 14.Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com7 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-64250'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 111111STOPFLAGGER STOPFLAGGER FLAGGER FORDRIVEWAY CONTROLSTOPFLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREA
ONLYMORRIS AVE S
TALBOT RD S12121212
620 S 7th St Renton WA 98057 USA181110BU
R
N
E
T
T
A
V
S
14var.stop
END OF ROADALLEY
TALBOT RD SP09REPLACE181811 11 11 S 7TH STSTOP
STO
P
STOP
W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥
X'≥
X'≥
W2
0
-
7
A W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥
W20-7A
W20-1ROAD
WORK
AHEAD
BEPREPAR
E
D
TO
STOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7ABEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW4-119W20-1ROADWORKAHEADW20-1ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RW4-2RX'≥X'≥RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAPEDESTRIAN AND BIKE DIVERSIONFOR SIDEWALK OR WALKWAYCLOSURES SEE PAGE 14.Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com8 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-64250'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 111111STOPFLAGGER STOPFLAGGER FLAGGER FORDRIVEWAY CONTROLSTOPFLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREA
ONLYMORRIS AVE S
TALBOT RD S12121212
620 S 7th St Renton WA 98057 USA181110BU
R
N
E
T
T
A
V
S
14var.stop
END OF ROADALLEY
TALBOT RD SP09REPLACE181811 11 11 S 7TH STSTOP
STOP
STO
P
W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥
X'≥
X'≥
W2
0
-
7
A W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥
W20-7A
W20-1ROAD
WORK
AHEAD
BEPREPARE
D
TO
STOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7ABEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW4-119W20-1ROADWORKAHEADW20-1ROADWORKAHEADRIGHT LANECLOSEDAHEADW20-5RW4-2RX'≥X'≥RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURETHE CREW SHALL CEASEWORK AND ESCORT PEDESTRIANSAROUND/THRU WORK AREAPEDESTRIAN AND BIKE DIVERSIONFOR SIDEWALK OR WALKWAYCLOSURES SEE PAGE 14.Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com9 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024Notes: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,if indicated use ADA compliant channelization.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 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-64250'60'30'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604011 111111STOPFLAGGER STOPFLAGGER FLAGGER FORDRIVEWAY CONTROLSTOPFLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREA
ONLYTALBOT RD S620 S 7th St
Renton
WA 98057
USA1811
10BURNETT AV S 14var
.stopEND OF ROADALLEY
TALBOT RD S11 11 11P11A TALBOT RD S S 6TH ST
S 7TH ST
S 7TH ST19191818
CONETOPPER
1818S/WCLOSEDR9-9S/W
CLOSEDR9-9W20-1ROADWORKAHEADX'≥X'≥X'≥RIGHT LANECLOSEDAHEADW20-5RW1-4LW20-1ROADWORKAHEADW20-1
ROADWORKAHEADW20-1ROADWORKAHEADW20-1
ROADWORKAHEADX'≥
X'≥
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
THE CREW SHALL CEASE
WORK AND ESCORT PEDESTRIANS
AROUND/THRU WORK AREA
PEDESTRIAN AND BIKE DIVERSION
FOR SIDEWALK OR WALKWAY
CLOSURES SEE PAGE 14.FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH
SIDES OF WORK AREA
W20-1ROAD
WORK
AHEADX'≥X'≥W1-4RW4-1190'60'30'
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
YURIY BASHTOVOY
425-424-6425
yuriy.bashtovoy@pse.com
10 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 98057
1
11964368
11/06/2024
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425
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,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
ONLYTALBOT RD S620 S 7th St
Renton
WA 98057
USA1811
10BURNETT AV S 14var
.stopEND OF ROAD
TALBOT RD S11 11 11P13B
S 7TH ST
S 7TH ST
ONLYONLYON
L
Y
ONL
Y
T
A
L
BO
T
R
D
S
S GRA
D
Y
W
A
Y
ARRW-BRD
ROADWORKAHEADW20-1RIGHT LANECLOSEDAHEADW20-5RW4-2LROADWORKAHEADW20-1
350'111111111111111
1
1
1
1
1
1
1
SIDE
W
A
L
K
CLOS
E
D R9-9DETO
U
R M4-9bROAD
WORK
AHEA
D W20-1RIGHT
L
A
NE
CLOSE
D
AHEA
D W20-5RW4-2LW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1
ROADWORKAHEADX'≥
X'≥
X'≥X'≥
X
'
≥X'≥SIDEWALKCLOSEDR9-9PEDESTRIAN AND BIKE DIVERSION
FOR SIDEWALK OR WALKWAY
CLOSURES SEE PAGE 14.
1818
0'60'30'
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
YURIY BASHTOVOY
425-424-6425
yuriy.bashtovoy@pse.com
11 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 98057
1
11964368
11/06/2024
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425
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,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
ONLYTALBOT RD S620 S 7th St
Renton
WA 98057
USA1811
10BURNETT AV S 14var
.stopEND OF ROADALLEY
TALBOT RD S11 11 11TALBOT RD S S 7TH ST
S GR
A
D
Y
W
A
Y
P13A1919STOP
STOP
STOP
STOP
STOP W20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AUSE MAXIMUM AVAILABLE
SPACE FOR SIGNS
W20-7A
X'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7A1818
THE CREW SHALL CEASE
WORK AND ESCORT PEDESTRIANS
AROUND/THRU WORK AREA
PEDESTRIAN AND BIKE DIVERSION
FOR SIDEWALK OR WALKWAY
CLOSURES SEE PAGE 14.FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH
SIDES OF WORK AREA
0'60'30'
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
YURIY BASHTOVOY
425-424-6425
yuriy.bashtovoy@pse.com
12 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 98057
1
11964368
11/06/2024
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425
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,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
ONLYTALBOT RD S620 S 7th St
Renton
WA 98057
USA
18
11
BURNETT AV S 14var
.stopEND OF ROADALLEY
TALBOT RD S11 11 11TALBOT RD S S 7TH ST
S GR
A
D
Y
W
A
Y
P1319191818
STOP
W20-1ROADWORKAHEAD
W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1
ROAD
WORK
AHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7ATHE CREW SHALL CEASE
WORK AND ESCORT PEDESTRIANS
AROUND/THRU WORK AREA
PEDESTRIAN AND BIKE DIVERSION
FOR SIDEWALK OR WALKWAY
CLOSURES SEE PAGE 14.FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH
SIDES OF WORK AREA
W20-7A
0'60'30'
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
YURIY BASHTOVOY
425-424-6425
yuriy.bashtovoy@pse.com
13 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 98057
1
11964368
11/06/2024
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425
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,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
5'8'Cold Mix5' x 8'steel plate3/4"-1" thick,non-skidmaterialcold mixcold mixnon-skid plateSIDEWALKCLOSEDSIDEWALKCLOSEDCrew will create pedestrian/wheelchair ADA compliant rampsand assist pedestrians aroundwork area.TYPICAL CONFIGURATIONFOR PEDESTRIAN AND BIKEDIVERSION FOR SIDEWALK ORWALKWAY CLOSURES (OUTSIDE)5' MiniumumCrew will create pedestrian/wheelchair compliant rampsand assist pedestrians aroundwork area.Add additional conesfor safetySIDEWALKCLOSEDR9-9SIDEWALKCLOSEDR9-9
TYPICAL CONFIGURATIONFOR PEDESTRIAN AND BIKEDIVERSION FOR SIDEWALK ORWALKWAY CLOSURES (INSIDE)curb
fa
ceLevel Landingfrom Sidewalk to curb edgenon-skid materialLevel Landingfrom Ramp ontostreet surfacenon-skid materialRamp Surface ADA compliant (12:1 slope)non-skid material (crew will assist)Stabilized material forfull ramp support12:1 slope4'
M
in
imum
6" Min ADA compliantdetectable stripProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com14 OF 14S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980571 1196436811/06/2024LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425SIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040
N
Vicinity Map
101169535 R1UNIVERSAL CIRCUIT MAP
SCALE: NONE
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
FOREMAN (CHECK BOX WHEN COMPLETED)
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Field Changes RED-LINED on As-built.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Foreman's Signature _______________________________________________
Print Name ___________________________________ Date ______________
Material VERIFIED and CHANGES noted on Paperwork.
Total PRIMARY Cable noted on As-built.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
SCALE: NONE
OVERHEAD CIRCUIT MAP
No
No
No
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
S 7TH ST CORRIDOR IMPROVEMENTS
POLE RELOCATION
PSE CAPITAL PROJECT
GENERAL SPECIFICATIONS
Scope of Work
PSE project to relocate existing utility poles to the north to accommodate new sidewalk
facilities.
General
-All work is to be completed per PSE Standards & Practices. Copies of all PSE
Standards are available upon request.
-Work sites shall be kept clear of debris and all construction materials; equipment
and packing shall be removed daily.
-Return all unused and removed poles, transformers and hardware to PSE,
storeroom. All copper shall be coiled and returned the day it is removed from the
poles. Remove all unused pins and insulators.
-Return all streetlights, area lights and floodlights to Sumner yard.
Preconstruction
- Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by
permitting agency, in advance of starting work in Right-of-way involving a Permit.
- All system switching shall be approved by System Operations (425-882-4652) a
minimum of 48 hours in advance.
- Notify customers of all outages 48 hours in advance.
Work Drawings & Documents
- Field design changes shall be approved by PSE Project Manager or Engineer.
- Mark all field changes, equipment ID numbers and Underground cable information in
red on Foreman's copy of worksketch.
- Return one Foreman's copy of worksketch to Project Manager at completion of job.
- When permits are required, a copy shall be available on work site at all times.
Safety
- Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements.
- Refer to PSE standards 6275.9050 for personal protective grounding requirements.
- Refer to PSE standards 6275.9150 for vehicle grounding and barricading
requirements.
- Proper line clearances shall be taken at the beginning, and released at the end, of
each work day, or as otherwise instructed by the System Operator.
- Provide signs, barricades, and traffic control in conformance with permit regulations.
- Utilize flagging and other vehicle traffic control as necessary and in conformance with
local traffic regulations.
- Maintain traffic flow as required by permitting agency.
Erosion & Sediment Control
- Refer to PSE standards 0150.3200 for minimum requirements.
- Comply with all requirements of permitting agency.
- Installed erosion & sediment devices shall be maintained until vegetation has been
re-established or disturbed soil has been otherwise permanently stabilized.
Joint Facilities
- Coordinate with Communication Companies for transfers.
OVERHEAD CONSTRUCTION
Poles & Structures
- Poles are to be installed or relocated as staked. Unless otherwise noted, all pole
location measurements are from the center of the pole.
- All new poles set shall be the class indicated on the sketch, or better. Do not set a
lower class pole than specified.
- Install ground plate assembly on all new poles. Install Switch Ground Assembly per
standard specification 6014.1000 at new gang operated switch locations.
- Install grid numbers on all new and existing poles as shown on sketch.
- Straighten existing poles as indicated or as necessary.
- Treat all field-drilled poles with copper napthenate wood preservative.
- Remove old poles after communication companies have transferred off and return to
PSE storeroom. Fill and crown pole holes and restore area similar to adjacent
landscaping.
Conductors & Equipment
- Transfer all overhead and underground primary, secondary and service conductors
and guys to new poles set, unless otherwise indicated on this sketch.
- Transfer existing transformers to new poles unless otherwise indicated on this sketch.
- Use stirrups to connect all overhead and underground primary taps, and all
transformers. Install at all sites being worked within the scope of the project where
they are currently missing.
- Use 397 AAC and Ampact connectors for all bare conductor feeder jumpers and 600
amp switch jumpers. Install tree wire conductor for jumpers on all poles that are
double deadended with tree wire.
- Apply grit inhibitor on all Ampact, stirrup, and dead-end connections.
- Connect primary taps and transformers to same phase as existing unless otherwise
shown on the drawing.
- All neutral connections to be made with solid compression connectors. Connect all
pole grounds to common neutral.
- Use Load-interrupter cutouts (with arc shields) on all primary overhead and
underground taps with fused protection above 40T.
- Install Wildlife Protectors on all transformers.
UNDERGROUND CONSTRUCTION
Excavation
-Trenching outside of the Right-of-way shall be of sufficient depth to provide a
minimum of 36” of cover for primary conductors and 24” of cover for secondary
conductors.
-Road crossings and all trenches within the Right-of-way shall be of sufficient depth
to provide a minimum of 36” of cover for all conductors or as required by the
permitting Agency.
-All conductors/conduits shall have a minimum of 3” of bed and 3” of clean sand
cover.
-No rocks larger than 6” shall be included in backfill.
-Backfill in road crossings and within the Right-of-way shall be compacted to 95%
density or as required by the permitting Agency.
-Restore all excavated areas to original condition.
- If four or more six inch conduits are installed in a trench, fluidized thermal backfill
(FTB) shall be installed around the conduits to a depth of six inches above and to
the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140.
Vaults & Handholes
- Refer to PSE standard 6775.0040 “Vault and Handhole Installation”
- Vaults shall be placed level and 2” above final grade in landscaped areas and flush
with final grade when placed in hard surface areas.
- A minimum 6” bed of 5/8” crushed rock shall be placed under all vaults.
- All conduit entrances shall be grouted.
Conductors & Conduit
- Refer to PSE standard 6800.6000 “PVC Conduit Installation”.
- Unless splices are called for, or otherwise noted or approved, conduit risers shall be
plumbed directly to road crossing conduits.
- Install insulating caps on all unused primary bushings.
- All “spare” conduits shall be capped at each end.
Owner / Developer Contact Info
officeATTN:
City of Renton
1055 S Grady Way
Renton, WA 98057
Keith Woolley (425) 430-7318PHONE
CABLE TV
11964368 101169535
N/A 583075500
N/A N/A
N/A
N/A
N/A 108152096
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
UG Expense
Removal
OH Expense 593255189
N/A
UG Expense
OH Expense
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:Dustin Weller
(206) 379-4347
Dustin.Weller@pse.com
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
Dustin Weller (206) 379-4347 11/01/24
David Santiago (425) 738-8705 11/01/24
N/A N/A N/A
Ally Melin (360) 402-4754 11/01/24
REQUIRED RENTON
S 7TH ST CORRIDOR IMPROVEMENTS
Pole Relocation
S 7th ST, Renton, WA 98057
N/A N/A
N/A 101169535
AS NOTED 1 / 5
KING N/A N/A CSPFEPI
S18 T23 R05E N/A N/A
2305E072 2305E076 2305E072 GRA-15
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
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)
LEGEND
CONDUIT RISER
OVERHEAD TRANSFORMER
JUNCTION VAULT/JUNCTION BOX
NEW CONDUCTOR AND OR TRENCH LINE
DISCONNECT - FUSED
PULL VAULT OR SPLICE VAULT
EXISTING POLE
DOWN GUY
DISCONNECT - UNFUSED
NEW POLE
PADMOUNT TRANSFORMER
SECONDARY HANDHOLE
EXISTING CONDUCTOR TO BE REMOVED
OR ABANDONED
STREET LIGHT
TOTAL UNDERGROUND TRANSFORMER
ENERGY CUSTOMER DEMAND POINT
OR
OR
OR
OVERHEAD JUMPER CONNECTION
JOBSITE
JOBSITE
JOBSITE
POTELCO
11/01/24 ALLY M.REDESIGN AT S7TH & BURNETT AVE
VTrofimenko 11/5/24
David Santiago (425) 738-8705 11/05/24
103+00 104+00 105+00 106+00 107+00 108+00
603-639
408
631
633
637
405
628
632 & 634
642
415
626
TRANSFER EXISTING
SECONDARY
TRANSFER EXISTING
#2ACSRTRANSFER EXISTING
SECONDARY
TREE TO
REMAIN
TREE
REMOVAL
NEEDED
TRANSFER EXISTING
#2ACSR AND
SECONDARY
WHITWORTH LN SWHITWORTH LN SMOSES LN SMORRIS AVE SS 7TH ST
636
5'x5'
EASEMENT
REQUIRED
TRANSFER
EXISTING
SECONDARY
TRANSFER EXISTING
SECONDARY
TRANSFER EXISTING
#2ACSR AND
SECONDARY
423
TRANSFER EXISTING
#2ACSR
TRANSFER EXISTING
SECONDARY
TRANSFER EXISTING
SECONDARY
TRANSFER EXISTING
#2ACSR
NOTE: DO NOT TRANSFER
EXISTING. REPLACE WITH
NEW DUE TO EXPOSED WIRE
TRANSFER EXISTING
SECONDARY
INSTALL NEW 4/0
TRIPLEX SECONDARY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
Dustin Weller (206) 379-4347 11/01/24
David Santiago (425) 738-8705 11/01/24
N/A N/A N/A
Ally Melin (360) 402-4754 11/01/24
REQUIRED RENTON
S 7TH ST CORRIDOR IMPROVEMENTS
Pole Relocation
S 7th ST, Renton, WA 98057
N/A N/A
N/A 101169535
AS NOTED 2 / 5
KING N/A N/A CSPFEPI
S18 T23 R05E N/A N/A
2305E072 2305E076 2305E072 GRA-15
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SITE PLAN
SCALE: 1"=20'
POLE TABLE (NEW)
Site
#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P02 317597-165925 45 1
P04 317597-165946 45 1
P04A 317597-165941 35 1
P06 317594-165954 45 1
P08 317594-165965 50 1
POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS
SITE
#
POLE DATA POLE
TEL TV FIBER TRAN RMVD ID NUMBER
GRID #HEIGHT CLASS YEAR TOPPED RMVD
P03 317595-165928 65 UNK 1946 SLAG6972
P04B 317594-165945 45 UNK 1965 SLAG6978
P06 317594-165954 45 UNK 1969
P08 317594-165965 45 2 1962 SLAG6977
New pole at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER TRANSFER
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P04
317597-165946
100kVA
Installed at site:
Grid Number:
kVA Rating:
TRANSFORMER INSTALLATION (OH)
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
Foreman to redline the following information
P04
317597-165946
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P04B
317594-165945
10kVA MATCHLINESEE PAGE 3/3AA25kVA
6211250
SECONDARY CABLE & CONDUIT TABLE
LOCATION CABLE Assumed
Lot Corner
CONDUIT
ASBUILT INFORMATION
SIZE LENGTH
Design
(ft)
SIZE LENGTH
Design
(ft)
BENDS
Foreman - Complete
FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°Actual Amount Installed (Conduit & Cable)
SP1 P06 RE-ROUTE EXISTING SECONDARY CABLE UP NEW POLE
SITE SPECIFIC NOTES:
P02 (317597-165925) NEW
- INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000
- INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL (1) 3/8" PRIMARY DOWN GUY WEST (GYD3SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY WEST (GYD3SAN) 6013.0100
- INSTALL (1) 10" SINGLE HELIX ANCHOR WEST, L = 4' (ANDH1) 6012.1000
- TRANSFER EXISTING ST. LIGHT FROM P03 (SLAG6972)
P04 (317597-165946) RELOCATE
- INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000
- INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL DBL ST 9FT CROSS ARMS
- INSTALL 12 kV 3-PHASE, TANGENT DE 2 ACSR (DE2315) 6033.1040
- INSTALL (1) 7/16" PRIMARY DOWN GUY WEST (GYD7SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY WEST (GYD3SAN) 6013.0100
- INSTALL (1) 20" PLATE ANCHOR WEST, L=20' (ANDP20) 6012.1000
- INSTALL NEW 25kVA 120/240V TRANSFORMER (TRFNXF) 6025.1000
- TRANSFER EXISTING 100kVA 120/240V TRANSFORMER FROM OLD POLE
- TRANSFER EXISTING ST. LIGHT FROM P04 (SLAG6978)
- OLD POLE TO BE REMOVED
P04A (317597-165941) NEW
- INSTALL NEW 35' CL1 POLE AS STAKED (PS351) 6010.1100
- INSTALL NEW 4/0 SECONDARY TRIPLEX FROM THE EAST
- INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- TRANSFER EXISTING SERVICES TO HSE "636" AND "408"
P06 (317594-165954) REPLACE
- INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000
- INSTALL DBL 11FT WING ARMS
- INSTALL 12 kV 3-PHASE, DBL WING #2 ACSR (TADW312) 6033.4020
- INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL (1) 3" RISER ASSEMBLIES (RIS3CSS) 6042.1000
- OLD POLE TO BE REMOVED
SP1
- SPLICE ONTO EXISTING SECONDARY CABLE AND RE-ROUTE TO NEW POLE P06
P07 (317588-165963) EXISTING
- EXISTING POLE TO REMAIN
- INSTALL (1) 7/16" PRIMARY DOWN GUY SOUTH (GYD7SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY SOUTH (GYD3SAN) 6013.0100
- INSTALL (1) 20" PLATE ANCHOR SOUTH, L=15' (ANDP20) 6012.1000
P08 (317594-165965) REPLACE
- INSTALL NEW 50' CL1 POLE AS STAKED (PD501) 6010.1000
- INSTALL (1) DBL 11FT WING ARM GOING NORTH/SOUTH IN NORMAL POSITION
- INSTALL (1) DBL 11FT WING ARM GOING EAST/WEST IN BUCK POSITION
- INSTALL (2) 12 kV 3-PHASE, DBL DE WINGARM #2 ACSR (DDW312) 6033.4024
- INSTALL (1) 3/8" OH W/HELI GRIP SPAN GUY TO P07 (GYD3OW) 6013.0170
- TRANSFER EXISTING ST. LIGHT FROM P08 (SLAG6977)
- TRANSFER EXISTING SERVICE TO "642"
- OLD POLE TO BE REMOVED
2-23
2-302
2-23
2-24
2-24
2-302
2-23
WIRE REMOVAL TABLE
Location
Wire Size & Type Quantity
Length
(per
conductor)RemarksFromTo
P03 P04B SPAN GUY 1 164'
P04B P06 SPAN GUY 1 94'
TOTAL 258 FT (SPAN GUY). ACTUAL _________ FT (SPAN GUY) REMOVED
2-129
2-129
2-129
2-129
WIRE STRINGING PRIMARY & SECONDARY
Location
Pri Sec Wire Size & Type Quantity
Length
(Per conductor)Total ActualFromTo
P04 P04A X 4/0 TRIPLEX 1 48
P04A "408"X 4/0 TRIPLEX 1 50
2-20A
2-20A
2-23
2-20A
2-20A
TOTAL UNITS ON PAGE:
2-20Ax4
2-23x5
2-24x2
2-129x4
2-302x3
1-8ex1 101169535 R111/01/24 ALLY M.REDESIGN AT S7TH & BURNETT AVE
SERVICE RELOCATIONS AND CONVERSIONS
NAME AND ADDRESS Meter
Number
Old Point of
Delivery
New Point
of Delivery
Service Notes
SEE PAGE 5 FOR FULL TABLE
BREAKLINE +- 65'
2-23
2-302
1-8e
1
VTrofimenko 11/5/24
David Santiago (425) 738-8705 11/05/24
109+00 110+00
110+58
300+00
301+
00 302+00401+00400+00
201+00201+63
623
627
629
633
629
621
633SMITHERS AVE SS 7TH ST BURNETT AVE STRANSFER EXISTING
SECONDARY
TRANSFER
EXISTING
397.5
MCMAAC
AND
SECONDARYTREE TRIMMING
NEEDED
423 BURNETT AVE S628
632 & 634
642
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
Dustin Weller (206) 379-4347 11/01/24
David Santiago (425) 738-8705 11/01/24
N/A N/A N/A
Ally Melin (360) 402-4754 11/01/24
REQUIRED RENTON
S 7TH ST CORRIDOR IMPROVEMENTS
Pole Relocation
S 7th ST, Renton, WA 98057
N/A N/A
N/A 101169535
AS NOTED 3 / 5
KING N/A N/A CSPFEPI
S18 T23 R05E N/A N/A
2305E072 2305E076 2305E072 GRA-15
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SITE PLAN
SCALE: 1"=20' POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS
SITE
#
POLE DATA POLE
TEL TV FIBER TRAN RMVD ID NUMBER
GRID #HEIGHT CLASS YEAR TOPPED RMVD
P09 317589-165987 35 3 2022
P10 317594-165977 40 UNK 1980
P11 317594-165989 50 UNK 1962 SLAG6976
Installed at site:
Grid Number:
kVA Rating:
TRANSFORMER INSTALLATION (OH)
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
Foreman to redline the following information
P11
317594-165989Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P11
317594-165989
25kVAMATCHLINESEE PAGE 2/3AA25kVA
6211250
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P10
317594-165977
15kVA
WIRE STRINGING PRIMARY & SECONDARY
Location
Pri Sec Wire Size & Type Quantity
Length
(Per conductor)Total ActualFromTo
P11 P09 X 397.5 MCMAAC 3 76 228
P09 P13B X 397.5 MCMAAC 3 106 318
P13B P13A X 397.5 MCMAAC 3 55 165
P13A P13 X 397.5 MCMAAC 3 82 246
P11 P09 X 4/0 TRIPLEX 1 76 76
P09 P13B X 4/0 TRIPLEX 1 106 106
P13B P13A X 4/0 TRIPLEX 1 55 55
P13A P13 X 4/0 TRIPLEX 1 82 82
2-20A
2-129
2-129
2-129
2-20A
2-20A
TOTAL UNITS ON PAGE:
2-20Ax7
2-23x6
2-24x2
2-129x3
2-302x1
1-8ex1
SITE SPECIFIC NOTES:
P09 (317589-165987) REPLACE
- INSTALL NEW 50' CL1 POLE AS STAKED (PD501) 6010.1000
- INSTALL 12kV 3-PHASE SLACK DEADEND (EAST) (SSF312DE) 6033.5010
- INSTALL (2) DBL HD 9FT CROSS ARMS
- INSTALL (1) 12 kV 3-PHASE, DBL-DBL DE 397 AAC (DDD3315) 6033.1052
- INSTALL (2) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL (3) 7/16" PRIMARY DOWN GUY SOUTH (GYD7SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY SOUTH (GYD3SAN) 6013.0100
- INSTALL (1) TRIPLE HELIX 1.5" ROD SOUTH, L=20' (ANDH3) 6012.1000
- INSTALL 3-PHASE TAP NORTH (LAT315) 6033.5100
- INSTALL LI C/O'S FUSE @ 100T (3412700) 6099.9999
- INSTALL SWITCH # X91891
P10 (317594-165977) REPLACE
- INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000
- INSTALL (1) DBL 11FT WING ARM
- INSTALL 12 kV 3-PHASE, DE DBL WING #2 ACSR (DEW313) 6033.4030
- INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL (4) 3/8" OH W/HELI GRIP SPAN GUY TO P10A
- INSTALL NEW 25kVA 120/240V TRANSFORMER (TRFNXF) 6025.1000
- TRANSFER (3) SOLID BLADE SWITCHES (X2297)
- OLD POLE TO BE REMOVED
P10A (317596-165985) NEW
- INSTALL NEW 45' CL2 POLE AS STAKED (PD452) 6010.1000
- INSTALL (1) 7/16" PRIMARY DOWN GUY EAST (GYD7SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY EAST (GYD3SAN) 6013.0100
- INSTALL 20" PLATE ANCHOR EAST, L=15' (ANDP20) 6012.1000
SP2
- SPLICE ONTO EXISTING SECONDARY CABLE AND RE-ROUTE TO NEW POLE P11
P11 (317594-165989) REPLACE
- INSTALL NEW 55' CL1 POLE AS STAKED (PD551) 6010.1000
- INSTALL (1) DBL 11FT WING ARMS
- INSTALL (1) 12 kV 3-PHASE, DBL WING 397 AAC (TADW313) 6033.4022
- INSTALL (1) 7/16" PRIMARY DOWN GUY WEST (GYD7SA) 6013.0100
- INSTALL (1) 10" SINGLE HELIX ANCHOR WEST, L = 10' (ANDH1) 6012.1000
- INSTALL NEW 25kVA 120/240V TRANSFORMER (TRFNXF) 6025.1000
- TRANSFER EXISTING ST. LIGHT FROM P11 (SLAG6976)
- INSTALL (1) 3" RISER ASSEMBLIES (RIS3CSS) 6042.1000
- OLD POLE TO BE REMOVED
P13 (317587-166013) EXIST
- EXISTING 45' POLE TO REMAIN
- EXISTING LI C/0'S FUSE @ 65T TO REMAIN
- EXISTING SWITCH #X803 TO REMAIN
- EXISTING RISER ASSEMBLY TO REMAIN
- INSTALL 12kV 3-PHASE SLACK SPAN 397 AAC (WEST) (SSF313) 6033.5010
- INSTALL (1) DBL HD 9FT CROSS ARMS
- INSTALL (3) 7/16" PRIMARY DOWN GUY WEST (GYD7SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY WEST (GYD3SAN) 6013.0100
- INSTALL (1) TRIPLE HELIX 1.5" ROD WEST, L=17' (ANDH3) 6012.1000
P13A (317590-166008) NEW
- INSTALL NEW 45' CL2 POLE AS STAKED (PD452) 6010.1000
- INSTALL 12kV 3-PHASE SLACK DEADEND (NORTHEAST) (SSF312DE) 6033.5010
- INSTALL (2) DBL HD 9FT CROSS ARMS
- INSTALL (1) 12 kV 3-PHASE, DBL-DBL DE 397 AAC (DDD3315) 6033.1052
- INSTALL (2) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL (3) 7/16" PRIMARY DOWN GUY NORTHEAST (GYD7SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY NORTHEAST (GYD3SAN) 6013.0100
- INSTALL (1) TRIPLE HELIX 1.5" ROD NORTHEAST, L=17' (ANDH3) 6012.1000
P13B (317590-166008) NEW
- INSTALL NEW 50' CL2 POLE AS STAKED (PD502) 6010.1000
- INSTALL (1) DBL ST 9FT CROSS ARMS
- INSTALL (1) 12 kV 3-Phase, DBL PIN 397 AAC (ANG313) 6033.1022
- INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL (3) 7/16" PRIMARY DOWN GUY SOUTHWEST (GYD7SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY SOUTHWEST (GYD3SAN) 6013.0100
- INSTALL (1) TRIPLE HELIX 1.5" ROD SOUTHWEST=17' (ANDH3) 6012.1000
2-20A
Installed at site:
Grid Number:
kVA Rating:
TRANSFORMER INSTALLATION (OH)
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
Foreman to redline the following information
P10
317594-165977
25kVA
6211250
POLE TABLE (NEW)
Site
#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P09 317589-165987 50 1
P10 317594-165977 45 1
P10A 317596-165985 45 2
P11 317594-165989 55 1
P13A 317590-166008 45 2
P13B 317588-166004 50 1 101169535 R111/01/24 ALLY M.REDESIGN AT S7TH & BURNETT AVE SERVICE RELOCATIONS AND CONVERSIONS
NAME AND ADDRESS Meter
Number
Old Point of
Delivery
New Point
of Delivery
Service Notes
SEE PAGE 5 FOR FULL TABLE
1
2-23
2-23
2-24
2-23
2-23
2-24
2-302
1-8e
2-23
2-23
2-20A
2-20A
2-20A
WIRE REMOVAL TABLE
Location
Wire Size & Type Quantity
Length (per
conductor)RemarksFromTo
P10 P11 #2 ACSR PRIMARY 3 141'
P10 P11 4/0 TRIPLEX
NEUTRAL 1 141'
P11 P09 SPAN GUY 1 75'
TOTAL 423 FT (#2 ACSR). ACTUAL _________ FT (#2 ACSR) REMOVED
TOTAL 141 FT (4/0 TRIPLEX). ACTUAL _________ FT (4/0 TRIPLEX) REMOVED
TOTAL 75 FT (SPAN GUY). ACTUAL _________ FT (SPAN GUY) REMOVED1
1
1
1
1
1
1
1
1
VTrofimenko 11/5/24
David Santiago (425) 738-8705 11/05/24
P13A (317590-166008) NEW
- INSTALL NEW 45' CL2 POLE AS STAKED (PD452) 6010.1000
- INSTALL 12kV 3-PHASE SLACK DEADEND (NORTHEAST) (SSF312DE) 6033.5010
- INSTALL (2) DBL HD 9FT CROSS ARMS
- INSTALL (1) 12 kV 3-PHASE, DBL-DBL DE 397 AAC (DDD3315) 6033.1052
- INSTALL (2) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL (3) 7/16" PRIMARY DOWN GUY NORTHEAST (GYD7SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY NORTHEAST (GYD3SAN) 6013.0100
- INSTALL (1) TRIPLE HELIX 1.5" ROD NORTHEAST, L=17' (ANDH3) 6012.1000
P13B (317588-166004) NEW
- INSTALL NEW 50' CL2 POLE AS STAKED (PD502) 6010.1000
- INSTALL (1) DBL ST 9FT CROSS ARMS
- INSTALL (1) 12 kV 3-Phase, DBL PIN 397 AAC (ANG313) 6033.1022
- INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL (3) 7/16" PRIMARY DOWN GUY SOUTHWEST (GYD7SA) 6013.0100
- INSTALL (1) 3/8" NEUTRAL DOWN GUY SOUTHWEST (GYD3SAN) 6013.0100
- INSTALL (1) TRIPLE HELIX 1.5" ROD SOUTHWEST=17' (ANDH3) 6012.1000
2-23
2-23
EXISTING DIRECT
BURIED SECONDARY
NEW DIRECT
BURIED 4/0
SECONDARY
TALBOT RD SSMITHERS AVE SEXISTING DIRECT
BURIED SECONDARY
S 7TH ST
NEW DIRECT BURIED
4/0 SECONDARY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
Dustin Weller (206) 379-4347 11/01/24
David Santiago (425) 738-8705 11/01/24
N/A N/A N/A
Ally Melin (360) 402-4754 11/01/24
REQUIRED RENTON
S 7TH ST CORRIDOR IMPROVEMENTS
Pole Relocation
S 7th ST, Renton, WA 98057
N/A N/A
N/A 101169535
AS NOTED 4 / 5
KING N/A N/A CSPFEPI
S18 T23 R05E N/A N/A
2305E072 2305E076 2305E072 GRA-15
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SECONDARY CABLE DIAGRAM 2
NOT TO SCALE
SECONDARY CABLE DIAGRAM 1
NOT TO SCALE
SECONDARY CABLE & CONDUIT TABLE
LOCATION CABLE Assumed
Lot Corner
CONDUIT
ASBUILT INFORMATION
SIZE LENGTH
Design
(ft)
SIZE LENGTH
Design
(ft)
BENDS
Foreman - Complete
FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°Actual Amount Installed (Conduit & Cable)
SP1 P06 RE-ROUTE EXISTING SECONDARY CABLE UP NEW POLE
SP2 P11 RE-ROUTE EXISTING SECONDARY CABLE UP NEW POLE 101169535 R111/01/24 ALLY M.REDESIGN AT S7TH & BURNETT AVE
VTrofimenko 11/5/24
David Santiago (425) 738-8705 11/05/24
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
Dustin Weller (206) 379-4347 11/01/24
David Santiago (425) 738-8705 11/01/24
N/A N/A N/A
Ally Melin (360) 402-4754 11/01/24
REQUIRED RENTON
S 7TH ST CORRIDOR IMPROVEMENTS
Pole Relocation
S 7th ST, Renton, WA 98057
N/A N/A
N/A 101169535
AS NOTED 5 / 5
KING N/A N/A CSPFEPI
S18 T23 R05E N/A N/A
2305E072 2305E076 2305E072 GRA-15
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A 101169535 R111/01/24 ALLY M.REDESIGN AT S7TH & BURNETT AVE
SERVICE RELOCATIONS AND CONVERSIONS
NAME AND ADDRESS Meter
Number
Old Point of
Delivery
New Point of
Delivery
Service Notes
BANKERS AUTO
REBUILD
317 S 7TH ST,
Renton WA 98057
X150776024 P02A-P03-P01 P02A-P02-P01 POLE RELOCATION
BANKERS AUTO
REBUILD
405 S 7TH ST,
Renton WA 98057
P157450620 P07 P07 POLE RELOCATION
DOLL LEE-MCCLAIN
636 WHITWORTH LN S,
RENTON WA 98057
X149115405 P04B P04-P04A POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST,
Renton WA 98057
X149102628 P07 P07 POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST #HSE,
Renton WA 98057
X149102643 P04B-P05 P04-P05 POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST #202,
Renton WA 98057
X149102657 P04B-P05 P04-P05 POLE RELOCATION
LLOYD BELL
405 S 7TH ST #203,
Renton WA 98057
X149121184 P04B-P05 P04-P05 POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST #204,
Renton WA 98057
X149102658 P04B-P05 P04-P05 POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST #205,
Renton WA 98057
X149121167 P04B-P05 P04-P05 POLE RELOCATION
JESSICA COOPER
405 S 7TH ST #206,
Renton WA 98057
X149121165 P04B-P05 P04-P05 POLE RELOCATION
AMANDA MACK
405 S 7TH ST #207,
Renton WA 98057
X149102660 P04B-P05 P04-P05 POLE RELOCATION
TRACEY CARLIN
405 S 7TH ST #208,
Renton WA 98057
X149102676 P04B-P05 P04-P05 POLE RELOCATION
AARON TUCKER
405 S 7TH ST #209,
RENTON WA 98057
X149102659 P04B-P05 P04-P05 POLE RELOCATION
ANTHONY PARKER
405 S 7TH ST #301,
Renton WA 98057
X149102595 P04B-P05 P04-P05 POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST #302,
Renton WA 98057
X149102596 P04B-P05 P04-P05 POLE RELOCATION
SERENA REHDER
405 S 7TH ST #303,
Renton WA 98057
X149102641 P04B-P05 P04-P05 POLE RELOCATION
FRANK ANDERSON
405 S 7TH ST #304,
Renton WA 98057
X149102644 P04B-P05 P04-P05 POLE RELOCATION
RACHELLE LUCERO
405 S 7TH ST #305,
Renton WA 98057
X149121151 P04B-P05 P04-P05 POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST #306,
Renton WA 98057
X149102675 P04B-P05 P04-P05 POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST #307,
Renton WA 98057
X149102673 P04B-P05 P04-P05 POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST #308,
Renton WA 98057
X149102642 P04B-P05 P04-P05 POLE RELOCATION
JAMES E BANKER INC
405 S 7TH ST #309,
Renton WA 98057
X149102593 P04B-P05 P04-P05 POLE RELOCATION
CHRIS FOSTER
405 S 7TH ST #310,
Renton WA 98057
X149102594 P04B-P05 P04-P05 POLE RELOCATION
HORTENCIA MORAN
ORANTES
408 S 7TH ST #1,
Renton WA 98057
X149104803 P04B P04-P04A POLE RELOCATION
IRENE ARIPES
408 S 7TH ST #2,
Renton WA 98057
X149104801 P04B P04-P04A POLE RELOCATION
JESUS PADILLA
408 S 7TH ST #3,
Renton WA 98057
X149104804 P04B P04-P04A POLE RELOCATION
UNOCCUPIED
415 S 7TH ST,
Renton WA 98057
X155951544 P04-P06-H01 P04-P06-H01 POLE RELOCATION
ROSS GONEDRIDGE
632 MORRIS AVE S,
Renton WA 98057
X149106466 P10-P12 P10-P12 POLE RELOCATION
ROSS GONEDRIDGE
634 MORRIS AVE S,
Renton WA 98057
X149106465 P10-P12 P10-P12 POLE RELOCATION
SERVICE RELOCATIONS AND CONVERSIONS
NAME AND ADDRESS Meter
Number
Old Point of
Delivery
New Point of
Delivery
Service Notes
M FAKHARZADEH
633 MORRIS AVE S
#HSE,
Renton WA 98057
X149121843 P08A-P08-P14 P08A-P08-P14 POLE RELOCATION
JADEN VAN RIJN
633 MORRIS AVE S #1,
Renton WA 98057
X149121844 P08A-P08-P14 P08A-P08-P14 POLE RELOCATION
DAVID SCHMIDT
633 MORRIS AVE S #2,
Renton WA 98057
X149121841 P08A-P08-P14 P08A-P08-P14 POLE RELOCATION
BRIAN FRANCIS
633 MORRIS AVE S #3,
Renton WA 98057
X149121842 P08A-P08-P14 P08A-P08-P14 POLE RELOCATION
UNOCCUPIED
637 MORRIS AVE S
Renton WA 98057
X150909926 P04-P06 P04-P06 POLE RELOCATION
KEYSHAWN WILLIAMS
642 MORRIS AVE S,
Renton WA 98057
X149106467 P08A-P08 P08A-P08 POLE RELOCATION
ANTHONY LEE
629 SMITHERS AVE S #A,
Renton WA 98057
X149102062 P10-P12 P10-P12 POLE RELOCATION
RICHARD AU
629 SMITHERS AVE S #B,
Renton WA 98057
X149102063 P10-P12 P10-P12 POLE RELOCATION
ROBERT PRATHER
633 SMITHERS AVE S,
Renton WA 98057
X149102061 P11 P11 POLE RELOCATION
RENTON FAMILY
HOUSING
633 BURNETT AVE S
#HSE, Renton WA 98057
X149121453 P11-H02 P11-H02 POLE RELOCATION
KAREN DONEY
633 BURNETT AVE S
#101, Renton WA 98057
X149119433 P11-H02 P11-H02 POLE RELOCATION
ELDA VASQUEZ
633 BURNETT AVE S
#102, Renton WA 98057
X149119436 P11-H02 P11-H02 POLE RELOCATION
SAMUEL MARITIM
633 BURNETT AVE S
#201, Renton WA 98057
X149121459 P11-H02 P11-H02 POLE RELOCATION
RATHANY
CHANTHAVONGSA
633 BURNETT AVE S
#202, Renton WA 98057
X149121458 P11-H02 P11-H02 POLE RELOCATION
LAURA SANABRIA
633 BURNETT AVE S
#301, Renton WA 98057
X149121457 P11-H02 P11-H02 POLE RELOCATION
ANA GONZALEZ
633 BURNETT AVE S
#302, Renton WA 98057
X149121460 P11-H02 P11-H02 POLE RELOCATION
FRANCES KENSOK
627 WHITWORTH LN S,
Renton WA 98057
X149119969 P02A P02A POLE RELOCATION
COURTNEY WARREN
629 WHITWORTH LN S,
Renton WA 98057
X149120002 P02A P02A POLE RELOCATION
GRAHAM DAVIS
633 WHITWORTH LN S,
Renton WA 98057
X149120004 P02A P02A POLE RELOCATION
GAIL SCHUELER
635 WHITWORTH LN S,
Renton WA 98057
X149120003 P02A P02A POLE RELOCATION
MAKENNA O’MEARA
637 WHITWORTH LN S,
Renton WA 98057
X149120025 P02A P02A POLE RELOCATION
EDNA KING
639 WHITWORTH LN S,
Renton WA 98057
X157745143 P02A P02A POLE RELOCATION
MILENA MILIC
616 MORRIS AVE S,
Renton WA 98057
X149106476 P08A P08A POLE RELOCATION
JESSICA EAMES
620 MORRIS AVE S,
Renton WA 98057
X149106475 P08A P08A POLE RELOCATION
TOM DISBROW
621 MORRIS AVE S,
Renton WA 98057
X149121883 P08A P08A POLE RELOCATION
STACEY SNYDER
622 MORRIS AVE S,
Renton WA 98057
X156245271 P08A P08A POLE RELOCATION
STACEY SNYDER
622 MORRIS AVE S,
Renton WA 98057
X156245272 P08A P08A POLE RELOCATION
HOA NGUYEN
625 MORRIS AVE S,
Renton WA 98057
X149121848 P08A P08A POLE RELOCATION
SERVICE RELOCATIONS AND CONVERSIONS
NAME AND ADDRESS Meter
Number
Old Point of
Delivery
New Point of
Delivery
Service Notes
JACOB MEDLANG
628 MORRIS AVE S,
Renton WA 98057
X149106468 P08A P08A POLE RELOCATION
RENTON COIL SPRING
COMPANY
423 S 7TH ST,
Renton WA 98057
P154422966 P07 P07 POLE RELOCATION
RENTON COIL SPRING
COMPANY
423 S 7TH ST,
Renton WA 98057
P144388246 P07 P07 POLE RELOCATION
1
VTrofimenko 11/5/24
David Santiago (425) 738-8705 11/05/24