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
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
PLEASE SEE ATTACHED
POTELCO, INC
6905 S 228TH ST KENT, WA 98032
101169535
408 S 7th St
DUSTIN WELLER 206-379-4347
MFP24001937
8:00AM - 3:00PMMonday - Friday
Scott Warlick CED 5/8/2024
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
CORRIE RYDBERG
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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11 11 11
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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 Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com1 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes: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:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-665811 111111STOPFLAGGER STOPFLAGGER FLAGGER FORDRIVEWAY CONTROLSTOPFLAGGER FLAGGERS TO BE PLACED AT EACHDRIVEWAY WITHIN THE WORK AREAWORK AREAMFP24001937
ONLYMORRIS AVE S S 7TH STMOSES LN SSHATTUCK AVE S1212
12121212WHITWORTH LN S
ALLEY
TALBOT RD SP04ANEWP04REPLACEONLYONLY1111 11
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
W20-1
ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥
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W20-1
ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-7AX'≥W20-1ROAD
WORKAHEAD W20-4ONE LANE
ROADAHEADX'≥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 AREAProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com2 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes: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:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'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 AREAMFP24001937
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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W20-1
ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥
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ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥W20-7AX'≥W20-1ROAD
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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'≥Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com3 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes: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:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'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 AREAMFP24001937
ONLYMORRIS AVE S
TALBOT RD S12121212
620 S 7th St Renton WA 98057 USA181110BU
R
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S
14var.stop
END OF ROADALLEY
TALBOT RD SP08REPLACEP10REPLACE181811 11 11 S 7TH STSTOP STOP
STOPSTOP
18 18
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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 Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com4 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes: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:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'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 AREAMFP24001937
ONLYMORRIS AVE S
TALBOT RD S1212 1212620 S 7th St Renton WA 98057 USA181110BU
R
N
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T
T
A
V
S
14var.stop
END OF ROADALLEY
TALBOT RD SP11REPLACE181811 11 11 S 7TH STSTO
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STOP
STOP
STO
P
W2
0
-
1
ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥
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-
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A
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AHEAD
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STOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADW20-4ONE
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 CLOSUREPEDESTRIAN AND BIKE DIVERSIONFOR SIDEWALK OR WALKWAYCLOSURES SEE PAGE 7.Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com5 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes: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:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'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 AREAMFP24001937
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 STSTO
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STOP
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W2
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D
TO
STOP W3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥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 7.Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYuriy Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com6 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024Notes: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:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-66580'60'30'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 AREAMFP24001937
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 Bashtovoy(425)424-6425yuriy.bashtovoy@pse.com7 OF 7S 7TH ST CORRIDOR IMPROVEMENTS RENTON, WA 980570 1196436803/29/2024LEGEND28" 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:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-6658SIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24001937
N
Vicinity Map
101169535UNIVERSAL 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 584....
N/A
N/A
N/A 108152096
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
UG Expense
Removal
OH Expense 593255189
594....
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 12/07/23
David Santiago (425) 738-8705 12/07/23
N/A N/A N/A
Ally Melin (360) 402-4754 12/07/23
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 / 3
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
PREL
I
M
I
N
A
R
Y
NOT F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
JOBSITE
JOBSITE
JOBSITE
POTELCO
MFP24001937
101+00 102+00 103+00 104+00 105+00 106+00 107+00
603-639 408
631
633
637
405
415
632
626636
TRANSFER EXISTING
SECONDARY
TRANSFER EXISTING
SECONDARY
TREE TO
REMAIN
TREE
REMOVAL
NEEDEDWHITWORTH LN SWHITWORTH LN SMOSES LN SSHATTUCK AVE SS 7TH ST S 7TH ST
636
5'x5'
EASEMENT
REQUIRED
TRANSFER EXISTING
SECONDARY
TRANSFER
EXISTING
SECONDARY
TRANSFER EXISTING
SECONDARY
TRANSFER EXISTING
#2ACSR AND
SECONDARY
TRANSFER EXISTING
SECONDARY
423
TRANSFER EXISTING
TRANSFER EXISTING
EXISTING 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 12/07/23
David Santiago (425) 738-8705 12/07/23
N/A N/A N/A
Ally Melin (360) 402-4754 12/07/23
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 / 3
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
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 40 UNK UNK SLAG6972
P04 317594-165945 40 UNK 1988 SLAG6978
P06 317594-165954 40 UNK 1988
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
317594-165945
100
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
317594-165945
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P04
317594-165945
10 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 (GYD7SA) 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 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
- REMOVE EXISTING 10kVA 120/240V TRANSFORMER FROM OLD POLE
- 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
- 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 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
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 P04 SPAN GUY 164
Total Feet (Wire Size & Type) Removed
2-129
2-129
2-129
UG CABLE DIAGRAM
NOT TO SCALE
WIRE STRINGING PRIMARY & SECONDARY
Location
Pri Sec Wire Size & Type Quantity
Length
(Per conductor)Total ActualFromTo
P04 P04A X 4/0 TRIPLEX 482-20A
2-20A
2-23
MFP24001937
EXISTING DIRECT
BURIED SECONDARY
NEW DIRECT BURIED
4/0 SECONDARY
TALBOT RD SSMITHERS AVE S107+00 108+00 109+00 110+00
110+58
300+00
301+
0
0 302+00401+00400+00
201+00201+63
628
622
632
623
627
629
633642
629
621
633 JTRANSFER EXISTING
#2ACSR
INSTALL NEW 397.5
MCMAAC AND
REMOVE SPAN GUY
TRANSFER EXISTING
#2ACSR AND
SECONDARY
TRANSFER EXISTING
397.5 MCMAACMORRIS AVE SSMITHERS AVE SS 7TH ST BURNETT AVE STRANSFER EXISTING
#2ACSR
TRANSFER EXISTING
SECONDARY
TRANSFER EXISTING
SECONDARY
TRANSFER EXISTING
SECONDARY
TRANSFER EXISTING
#2ACSR
TRANSFER EXISTING
#2ACSR
TRANSFER
EXISTING
397.5
MCMAAC
AND
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 12/07/23
David Santiago (425) 738-8705 12/07/23
N/A N/A N/A
Ally Melin (360) 402-4754 12/07/23
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 / 3
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.
P08 317594-165965 45 1
P09 317589-165987 45 1
P10 317594-165977 45 1
P11 317594-165989 45 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
P08 317594-165965 40 UNK 1962 SLAG6977
P09 317589-165987 35 3 2022
P10 317594-165977 40 UNK 1980
P11 317594-165989 40 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
25MATCHLINESEE PAGE 2/3AA37kVA
6211300
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)
SP2 P11 RE-ROUTE EXISTING SECONDARY CABLE UP NEW POLE
SITE SPECIFIC NOTES:
P08 (317594-165965) REPLACE
- INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000
- INSTALL (2) 12 kV 3-PHASE, DBL DE WINGARM #2 ACSR (DDW312) 6033.4024
- INSTALL NEUTRAL IN THE COMMON POSITION
- TRANSFER EXISTING ST. LIGHT FROM P08 (SLAG6977)
- TRANSFER EXISTING SERVICE TO "642"
- OLD POLE TO BE REMOVED
P09 (317589-165987) REPLACE
- INSTALL NEW 45' CL1 POLE AS STAKED
- 12kV 3-PHASE, TANGENT DE 397 AAC (DE3315) 6033.1042
- INSTALL (2) 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
P10 (317594-165977) REPLACE
- INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000
- INSTALL (1) 12kVA 3-PHASE, SGL WING #2ACSR (TASW312) 6033.4010
- INSTALL (1) INS 4" RIGID CLEVIS (INDNRC) 6015.1000
- INSTALL (2) 7/16" PRIMARY DOWN GUY WEST (GYD7SA) 6013.0100
- INSTALL (1) TRIPLE HELIX 1.5" ROD SOUTH, L=10' (ANDH3) 6012.1000
- REMOVE EXISTING 15kVA 120/240V TRANSFORMER FROM OLD POLE
- TRANSFER (3) SOLID BLADE SWITCHES (X2297)
- OLD POLE TO BE REMOVED
SP2
-SPLICE ONTO EXISTING SECONDARY CABLE AND RE-ROUTE TO NEW POLE P11
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
15
WIRE STRINGING PRIMARY & SECONDARY
Location
Pri Sec Wire Size & Type Quantity
Length
(Per conductor)Total ActualFromTo
P10 P11 X 4/0 TRIPLEX 1 140 140
P11 P12 X 4/0 TRIPLEX 1 225 225
P11 P09 X 397.5 MCMAAC
W/ 4/0 NEUTRAL 4 85 340
2-23
2-302
2-23
2-23
2-24
P11 (317594-165989) REPLACE
- INSTALL NEW 45' CL1 POLE AS STAKED (PD451) 6010.1000
- INSTALL (2) 12 kV 3-PHASE, DBL WING 397 AAC (TADW313) 6033.4022
- INSTALL (2) 3/8" OH W/HELI GRIP WEST (GYD3OW) 6013.0170
- INSTALL 3-PHASE TAP NORTH (LAT315) 6033.5100
- INSTALL LI C/O'S FUSE @ 100T
- INSTALL SWITCH # X91891
- INSTALL 3-PHASE #2ACSR TAP WEST (LAT312) 6033.5100
- INSTALL LI C/O'S, FUSE @ 65T
- INSTALL SWITCH # X91890
- REMOVE EXISTING 15kVA 120/240V TRANSFORMER FROM OLD POLE
- INSTALL NEW 37kVA 120/240V TRANSFORMER (TRFPXF) 6025.1000
- TRANSFER EXISTING ST. LIGHT FROM P11 (SLAG6976)
- INSTALL (1) 3" RISER ASSEMBLIES (RIS3CSS) 6042.1000
- OLD POLE TO BE REMOVED
2-23
2-24
2-302
2-24
UG CABLE DIAGRAM
NOT TO SCALE
WIRE REMOVAL TABLE
Location
Wire Size & Type Quantity
Length
(per
conductor)RemarksFromTo
P11 P09 SPAN GUY 75
Total Feet (Wire Size & Type) Removed
2-20A
2-129
2-129
2-129
2-129
2-20A
2-20A
2-15
MFP24001937
MFP24001937
Approved lay down
locations for new poles