HomeMy WebLinkAboutMFP25001466.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP25001466
IVR Number: 25001466
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:03/25/2025Application Date:3340404845Parcel Number: 608 SW 12TH ST
Permit Type:04/10/2025Issue Date:Franchise
Permit Work Class:04/10/2026Expiration Date:Major Utility
Job Number: 111027029Franchise Type:Electric
Description: Puget Sound Energy Electric REPLACE EXPIRED PERMIT MFP24000537. TRANSMISSION POLE REPLACEMENT.
CREW WILL REPLACE 11 TRANSMISION POLES ALONG SW 12TH ST.
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.
PUBLIC WORKS DEPARTMENT
Page 1 of 6 | Published: 2/25/2025
Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 2/25/2025
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 AND FOR TRAFFIC SIGNAL
WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK.
FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING
CITY HOLIDAYS.
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. All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
4. Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as
described in the guidelines. Additional review time may be needed.
By signing, I certify that the information on this application and within the submittal documents are accurate to the
best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
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:
24 Hour Emergency
Contact Name & Phone:
Approval By: ______________________________________________ Date:____________________
PW/Transportation or CED/Development Engineering Division
Potelco, Inc
6905 S 228th St Kent, WA 98466
Please See Attached
Corrie Rydberg
3/24/25
111027029
608 SW 12TH ST
KEVIN POPICH 253-208-0000
Scott Warlick CED 4/9/2025
MFP25001446
Monday Friday 8:00am 3:00pm
Page 2 of 6 | Published: 2/25/2025
This Page Intentionally Left Blank
Page 3 of 6 | Published: 2/25/2025
APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS:
GENERAL
• Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State
of Washington, including codes and regulations not described in this application.
• Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to Washington State Department of Transportation
(WSDOT) traffic control plans.
• Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) 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 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 TCPs including claims arising from towing of private vehicles and the acts
of Applicant’s agents and employees.
• Applicant must comply with all conditions of the application.
• The City 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 application, Applicant is
responsible to pay for legal counsel chosen by the City to defend against same.
• No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted
for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include
construction phasing and sequencing.
• Previously approved TCPs cannot be combined into a new TCP without review and approval by the City.
• Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with
the updated date and time and/or any changes to TCP.
• Applicant must have the approved TCP prior to commencing the work.
• Approved TCP must be at the work site during work hours.
• 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.
• At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP
and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing
vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection
equipment that meets current City’s standards at Applicant’s expense.
• When not in use, temporary traffic control devices shall be removed or covered immediately. It is the
Applicant’s responsible to cover any temporary traffic control devices when not applicable for the
construction activities. Similarly, when work is suspended for short periods of time, traffic control devices
that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove
and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City
is not responsible for any private property from City assets and identifying the property owner.
• Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours.
At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least
possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times,
unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary
Page 4 of 6 | Published: 2/25/2025
pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be
repaired at Applicant’s expense.
• Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all
kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a
work zone.
• Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street
Closure and Street Excavation for details. Applicant is responsible for coordinating with the property
owners and/or residents prior to commencement of the work.
• Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise
approved.
• Accessibility for emergency vehicles shall be maintained at all times.
PUBLIC OUTREACH
• Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430-
7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal)
affecting the vehicle detection.
• Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures
or lane closures.
• Applicant shall 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 (5) working days (excluding
weekends and holidays) prior to starting any work.
• Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140
or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit
operations or facilities. Notification information and guidelines can be found at:
https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts.
WORKING DAYS AND TIMES
• Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur
without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below
for details.
• Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal
within the traveled way.
• If the City determines the closure hours adversely affect traffic during the work, the City may require to
adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to
minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an
arterial street. (See WSDOT Functional Classification Map:
https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass)
• Applicant may request the City for consideration of extended or modified working hours. Such request
must be approved by the City before changing hours of work.
CLOSURES
• All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances).
More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street
closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of
the Renton Municipal Code (RMC).
• Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than
five (5) working days in advance of effective date and time, not including holidays, at location(s) as
identified in the TCP. Other methods of displaying the messages shall be approved by the City.
Page 5 of 6 | Published: 2/25/2025
• Road closure notice messages must include at least the following:
ROAD WILL BE CLOSED
MONTH/DAY – MONTH/DAY
_AM - _PM
• Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as
the impact of the closure to the public. Applicant shall submit detour plans for road closures to
accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road
closures shall require additional temporary traffic control including advance notification, approach and
detour signage.
• Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work
requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the
bags remain intact and shall replace damaged bags as needed or determined necessary by the City of
Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own
expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the
holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of
Renton Transportation Signal Maintenance (425-430-7423) prior to removal.
UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS
• Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require
Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated
by City Transportation for the impacts of traffic signal operations and safety.
• Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic
or pedestrian safety or travel.
• For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized
intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least
twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall
notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal
operations.
TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION
• Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for
each traffic signal controller to be programmed and tested by City Transportation staff before starting the
work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or
modification.
TEMPORARY NO-PARKING
• Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every
hundred (100) feet at least seventy-two (72) hours in advance of effective date and time.
• Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade
locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be
attached to each Temporary No Parking Sign on the project site.
• Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in
this TCP.
NIGHT WORK
• Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7-
8) for night work. Process may take up to twelve (12) weeks. More information can be found at
https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance.
• City may require night work for TCPs that have severe traffic impacts on arterial streets.
Page 6 of 6 | Published: 2/25/2025
• Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained
on an arterial street.
• Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will
functionally reduce an arterial or high-volume collector street to only one lane of traffic.
• The following configurations may require night work:
Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high
volume of left turns occur.
Work at traffic signals that requires shifting two directions of traffic into left turn pockets.
Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a
single approach to the intersection.
Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to
the intersection.
• If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to
confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential
alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the
TCP.
TRAFFIC CONTROL PLAN (TCP) FORMAT
• TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities
impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings,
taper tables and MUTCD illustrations, by themselves, are insufficient.
• Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility
relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable
sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on
the complexity of a project.
• TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase
when more than one TCP layout is submitted.
• TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which
consist of:
Map(s) showing the location of the project and work area.
All fonts shall be legible and a minimum 10-point font size.
All symbols of viewing or printing shall be clear and contrasting.
All streets shall be labeled, and layout must include a north arrow and scale.
Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc.
Show locations where the standard traffic control plans are applied.
MAPLE AVE SW
317456-165797317450-165764317450-165764SW 12TH STW20-1ROADWORKAHEAD100'100'W20-3ROADCLOSEDAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEAD 181818181313R11-2STREETCLOSEDSTO
P
THE CREW SHALL CEASEWORK FOR A FLAGGER/SPOTTERTO ESCORT PEDESTRIANSAROUND THE WORK AREANSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVKali-Jamal Collins424-425-6425Kali-jamal.collins@pse.com1 OF 4SW 12th & Rainier - SW 12th St & Seneca St, Renton, WA (Renton)0 1190091607/14/2023Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP25001446
LIND AVE SW
MAPLE AVE SW317426-1656801111111111ROAD CLOSEDTOTHRU TRAFFICDETOURR11-4ROAD CLOSEDTOTHRU TRAFFIC
DETOUR R11-4W20-1ROAD
WORK
AHEAD
DETOUR
AHEAD W20-2100'100'W20-1ROADWORKAHEADDETOURAHEADW20-2100'100'W20-1ROADWORKAHEADDETOURM4-9L
DETOUR M4-9LDETOURM9-4R
DETOURM9-4R181813131111111112111111111118181211111112W20-1ROADWORKAHEADSW 12TH STS GRADY WAYNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVKali-Jamal Collins424-425-6425Kali-jamal.collins@pse.com2 OF 4SW 12th & Rainier - SW 12th St & Seneca St, Renton, WA (Renton)0 1190091607/14/2023LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYPuget Sound EnergyTraffic Control Supervisor:Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425MFP25001446
SENECA AVE SW
LIND AVE SW 317422-1656551111111111W20-1ROADWORKAHEADDETOURAHEADW20-2100'100'11111111W20-1ROADWORKAHEAD141412121211111112121111111211S GRADY WAYROAD CLOSEDTOTHRU TRAFFICDETOURR11-4mainta
in
11
'
lane DETOURM9-4R
1313W20-1ROADWORKAHEADW20-1
ROADWORKAHEADW20-1ROAD
WORK
AHEAD
W20-1
ROADWORKAHEADNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVKali-Jamal Collins424-425-6425Kali-jamal.collins@pse.com3 OF 4SW 12th & Rainier - SW 12th St & Seneca St, Renton, WA (Renton)0 1190091607/14/2023LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYPuget Sound EnergyTraffic Control Supervisor:Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425MFP25001446
SW 12TH
ST317412-165608317406-165581W20-1ROAD
WORK
AHEAD
DETOUR
AHEAD W20-2100'100'
SENECA AVE SW
1414W20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEAD
W20-1
ROADWORKAHEAD181812111111121211111112S GRADY WAYROAD CLOSEDTOTHRU TRAFFICDETOURR11-4ROAD CLOSEDTOTHRU TRAFFIC
DETOUR R11-4DETOURM9-4R
DETOURM4-9L
DETOUR M4-9LDETOURM9-4RRAYMOND AVE SWNotes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVKali-Jamal Collins424-425-6425Kali-jamal.collins@pse.com4 OF 4SW 12th & Rainier - SW 12th St & Seneca St, Renton, WA (Renton)0 1190091607/14/2023LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYPuget Sound EnergyTraffic Control Supervisor:Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com(425)424-6425MFP25001446
Plotted:6/14/2023@1:01:53 PMP84193111027029.dgnASBUILT TO:THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES
CALL (800)424-5555 2 BUSINESS DAYS BEFORE YOU DIG
PROJECT PHASE ORDER#POWERNOTIFICATION
SUPERIOR
CAPITAL
REMOVAL
EXPENSE
"Locates Required"
"Outages Required"
"Flagging Required"
Yes
Yes
Yes
No
No
No
DESCRIPTIONREV#DATE BY
3
2
1
FUNCTION CONTACT PHONE NO DATE
PROJECT MGR
ENGR-POWER
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
REAL ESTATE/EASEMENT PERMIT
FOREMAN (Check Box if Complete)
INSTALLED & VERIFIED
LOCKED/SECURED CLEAN/SAFE
RED-LINED
CHANGES
PRIMARY
RECORDED
PHASEFUSE SIZE
GRID, CABLE AND SWITCH NUMBERS .
FIELD CHANGES ON AS-BUILTS.
MATERIAL VERIFIED AND NOTED ON PAPERWORK.
TOTAL CABLE NOTED ON AS-BUILT.
COMPANY ID #'s IN CORRECT LOCATION ON AS-BUILT.
Foreman's Signature
Company Employee ID#
DEVIATIONS NOTED ON THE AS-BUILT AND THEIR REASON
PSE EQUIPMENT & WORK AREA LEFT IN CONDITION.
INDICATE CORRECT ON AS-BUILT & VERIFY PROPER .
UTILITIES
CONTACT
PHONE#
INCIDENT #
SAP ORDER NUMBER
JOINT FACILITIES ARRANGEMENTS
PAGESCALE
REV #
INTERNAL USE
TLN #COUNTY TSG MAP POWER WK CTR
1/4 SEC OH CIRC MAP UG CIRC MAP
U-MAP CIRCUIT NO.
0
11900916
253-294-4103
206-303-7665
253-208-0000
DIST EXPENSE
ENGINEERING
TRANSMISSION
ELECTRIC 111027029111027029
100KING
111027029
108132004
571018629
TALBOT HILL - METRO RENTON (115 KV)
T. MOSER
J. GROOM
K. POPICH
1"=100'/4
RENTON, WA 98057 3&4T-0032507C
2305E074
SEC19 T23 R05E
06/14/23TRANSMISSION DRAWING SOURCE:T-00325 sh 3&4
PRECONSTRUCTION
WORK DRAWINGS AND DOCUMENTS
SAFETY
AT ALL TIMES.
- WHEN PERMITS ARE REQUIRED, A COPY SHALL BE AVAILABLE ON WORK SITE
COMPLETION OF JOB.
- RETURN ONE FOREMAN'S COPY OF WORKSKETCH TO PROJECT MANAGER AT
INFORMATION IN RED ON FOREMAN'S COPY OF WORKSKETCH.
- MARK ALL FIELD CHANGES, EQUIPMENT ID NUMBERS AND UNDERGROUND CABLE
GENERAL NOTES PROJECT NOTES
VERT
W/
W
UG
TPLX
XMSN
XFMR
X-FER
TERM
TEL/TV
TAN
SW#
SW GRDS
SWBD
S
SA
SGL
SVC
R/C
REMV
REPL
RELOC
PRI
PTP
PH
OH
N
NEUT
MT
LB
LATL
INST
E
DWN GUY
DDE
DA
DBL
DISC
DE
C/O
CU
C/N
CL
CHG
BRKT
ANCH
VERTICAL
WITH
WEST
UNDERGROUND
TRIPLEX
TRANSMISSION
TRANSFORMER
TRANSFER
TERMINATION
TELEPHONE/TELEVISION
TANGENT
SWITCH NUMBER
SWITCH GROUNDS
SWITCH BOARDS
SOUTH
SINGLE ARM
SINGLE
SERVICE
RIGID CLEVIS
REMOVE
REPLACE
RELOCATE
PRIMARY
POLE TOP PIN
PHASE
OVERHEAD
NORTH
NEUTRAL
MOUNT
LOADBREAK
LATERAL
INSTALL
EAST
DOWN GUY
DOUBLE DEADEND
DOUBLE ARM
DOUBLE
DISCONNECT
DEADEND
CUTOUT
COPPER
COMMON NEUTRAL
CLASS
CHANGE
BRACKET
ANCHOR
ABBREVIATION KEYTRANSMISSION SYMBOL LEGEND
CONSTRUCTION NOTES
LINE CROSSING (PROFILE)
STREET LIGHT WITH POLE
STREET LIGHT
PUSH BRACE
SPAN GUY
MULTIPLE DOWN GUYS
DOWN GUY
REMOVED CONDUCTOR
NEW CONDUCTOR
EXISTING 230KV CONDUCTOR
EXISTING 115KV CONDUCTOR
EXISTING 55KV CONDUCTOR
NEW LATTICE TOWER
EXISTING LATTICE TOWER
NEW STEEL POLE
EXISTING STEEL POLE
NEW LAMINATE POLE
EXISTING LAMINATE POLE
REMOVED POLE
NEW POLE
EXISTING POLE
VICINITY MAP
- RETURN ALL STREET LIGHTS, AREA LIGHTS AND FLOODLIGHTS TO PSE.
IT IS REMOVED FROM THE POLES. REMOVE ALL UNUSED PINS AND INSULATORS.
TO PSE STOREROOM. ALL COPPER SHALL BE COILED AND RETURNED THE DAY
- RETURN ALL UNUSED AND REMOVED POLES, TRANSFORMERS AND HARDWARE
MATERIALS, EQUIPMENT AND PACKING SHALL BE REMOVED DAILY.
- WORK SITES SHALL BE KEPT CLEAR OF DEBRIS AND ALL CONSTRUCTION
OF ALL PSE STANDARDS ARE AVAILABLE UPON REQUEST.
- ALL WORK IS TO BE COMPLETED PER PSE STANDARDS & PRACTICES. COPIES
WITH PERMIT REGULATIONS AND LOCAL TRAFFIC REGULATIONS.
- PROVIDE SIGNS, BARRICADES, AND TRAFFIC CONTROL IN CONFORMANCE
INSTRUCTED BY THE SYSTEM OPERATOR.
RELEASED AT THE END, OF EACH WORK DAY, OR AS OTHERWISE
- PROPER LINE CLEARANCES SHALL BE TAKEN AT THE BEGINNING, AND
- REFER TO PSE STANDARDS 6275.xxxx FOR SYSTEM GROUND REQUIREMENTS.
REFERENCED IN THIS DRAWING.
- DESIGN DETAILS AND NOTES SHALL SUPPLEMENT THE STANDARDS
ANY AND ALL CONSTRUCTION CHANGES.
INFORMATION. THE ENGINEER SHALL HAVE SOLE AUTHORITY TO APPROVE
- THE ENGINEER SHALL BE CONTACTED WITH REGARDS TO ALL TECHNICAL
FOR WOOD POLES CONSTRUCTION, DWG D-12842 SH 1 OF 1.
- ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD NOTES
PROJECT SCOPE
1
BY THE PROJECT MANAGER.
HAVE BEEN SECURED. FINAL NOTIFICATION TO PROCEED SHALL BE GIVEN
- WORK SHALL NOT BEGIN UNTIL ALL EASEMENTS AND STREET USE PERMITS
"TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL".
THE MINIMAL REQUIREMENTS SPECIFIED IN PSE STD 0150.3200
- EROSION CONTROL PROCEDURES SHALL BE USED IN ACCORDANCE WITH
- NOTIFY CUSTOMERS OF ALL OUTAGES 48 HOURS IN ADVANCE.
IN ADVANCE.
SWITCHING SHALL BE SCHEDULED WITH THE LOAD OFFICE A MINIMUM OF 3 WEEKS
OPERATIONS A MINIMUM OF 48 HOURS IN ADVANCE. ALL TRANSMISSION SYSTEM
- ALL DISTRIBUTION SYSTEM SWITCHING SHALL BE APPROVED BY SYSTEM
IN RIGHT-OF-WAY INVOLVING A PERMIT.
OR AS REQUIRED BY PERMITTING AGENCY, IN ADVANCE OF STARTING WORK
- NOTIFY APPROPRIATE CITY, COUNTY OR DOT AUTHORITIES 48 TO 72 HOURS,
DISTRIBUTION SYMBOL LEGEND
- SEE 0300.1000 FIGURE 19 FOR
ENGINEER: TIFFANY MOSER PHONE: 253-294-4103
- REPLACE 11 BO POLES FOR PSELAKESIDE #1TALBOT HILL - LAKESIDE #2TALBOT HILL - PRESIDENT PARK
LAKE TRADITION - TALBOT HILL - CHRISTOPHERTALBOT HILL - O'BRIEN #3SHUFFLETON - O'BRIENO'BRI
EN
-
ASBURYBPA COVIN
GTO
N - BPA
M
A
PLE VA
LLEY #2SCL MAPLE VALLEY - SNO KING#1PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE/Foreign Transmission Station Click to View One Line Diagram Foreign Tran Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_02.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE/Foreign Transmission Station Click to View One Line Diagram Foreign Tran Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_02.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Dist Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdf
PSE Transmission SW Sta Click to View One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svf file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_??.pdfPSE Tran SW Sta Click to see One Line Diagram
file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE/Foreign Transmission Station Click to View One Line Diagram Foreign Tran Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_02.pdf A5
6
T
H
P
L SP
NCE4
R
R
V
I
O
R
D
R
T
MESE 149
TH STAWYHUCSOTHG
ETAN
Y
718T21
N
T
1
1
0
ATT
D
D ELLEYALWPS TPLES
S
T
D
A
1
T
74T
H PL S
L
INTERURBAN AVE S
MI H
P RKUCS
1
S
0VS
T NT
VL
R1
S
EOUTHE4SG
D
E
S
S S
C
E3RD
Y
S 1
34TH S
T
3E
S
T
6N
D
T
A
L
B
O
T -
S
O
U
T
H (S
C
L)
8
1
S
T
P
L
S
PRESIDENT
8T069TH AVE SV
T
3NSE1SHPL
D
S I-5 HOV LNVALLEY FWYAI
CALI
TMB
R
H
TV56TH AVE SSHUFFLETON - O'BRIENHAS
E
3
8PD(DE-ENERGI
ZED)SPACIFIC HWY STS6RE81ST AVE SEKL
H
TALBOT HILL - BERRYDAHLE #3V64TH AVE SNS29TH AVE SE31ST AVE S6LIND AVE NWCHOST RD SEN11TH AVE SW T5DA34TH AVE S64TH AVE S3241ST AVE SS140TH AVE SETHEAVE414UHATO58THR 5 E77TH52ND AVE SHR 4 EH57TH AVE S51ST AVE S42ND AVE STW VALLEY HWYAVES40TH AVE SE118TH AVE SE124TH AVE SE59TH AVE S116TH AVE SEV 109TH AVE SE 125TH AVE SESSE140TH AVE SE84TH AVE S128TH AVE SE48TH AVE SSEATAC- BOW LAKES 121ST ST
N
A
E
- TALBOT HILL #1
CEDAR
N
FALL (SCL)
BPA MAPLE VALLEY
S 168TH ST
L
ORILLIA
STA.
SOUTHCENTER
CABLE
TUKWILA
1
ASBURY (SCL)
TALBOT HILL -
CABLE STA.
RENTON JCT.
NELSEN
BOW
ASBURY
S 185TH ST
ASBURY -LAKE
BOW LAKE
S 170TH ST
N
ES
ASBURY (SCL)
TALBOT HILL -
BPA MAPLE
VALLEY
BPA MAPLE VALLEY
- TALBOT HILL #2
PARK
HT
ASBURY (SCL)
TALBOT HILL -
4
HILL
TALBOT
HILLS
ROLLING
S 172ND ST
5H
S 188TH ST
FALL (SCL)
CEDAR
T
TUKWILA
S 188TH ST
S 181ST ST
S 182ND ST
GRADY
OLYMPIC
RENTON
VICTORIA
SE 180TH ST
EARLINGTON
6TH
SE 180TH ST
TALBOT HILL - METRO RENTON
BOEING
LONGACRES
RENTON
METRO-
SE 2ND PL
N 4TH ST
SE 132ND ST
NE 8TH ST
S 3RD ST
S2ND
S 144TH ST
S 139TH ST
S 144TH ST
NE 4TH ST
N2DST
S 132ND ST
S 128TH ST
U
SW 34TH ST
S 37TH PL
T
WA-599DUWAMISH RIVER
AIRPORT WAY S
8
S 133RD ST
N
S
S 148TH ST
E
BOEING
TALBOT HILL -
RENTON#2
BOEING RENTON #2
S
SE 164TH ST
UPLAND DR
S 160TH STS 166TH ST
S 164TH ST
S 162ND ST
1
E
1
S 186TH ST
H80T
S 160TH ST
14HT
D
S5T S
S 140TH ST
SE 184TH LN
S 146TH ST
S 137TH ST
PARK
S 184TH ST
S 179TH ST
S
S 124TH ST
SE 181ST ST
ST
T
N
E
S 130TH ST
S 137TH ST
T
SE 184TH PL
0
S
S
O
THST
NE 7TH PL
S
RB
SE 158TH ST
K
S
SE 186TH PL
8
S 135TH ST
S 143RD ST
T142ND AVE SE44TH AVE SRAINI
ER AVE N(DE-ENERGIZED)38TH AVE SSMPA C C A R
48TH AVE S
DR
T
S
S 129TH PL
SE
R
L
1STST
7
SE 185TH PL
S 124TH ST
S 133RD ST
S31ST AVE S145TH AVE SE117TH AVE SEBENSON RD S105TH PL SEP
T
N
H
S
NE 4TH
PL
5
W
SE
163RD
ST
YKMAIN AVE SDRAYARD405
405
405
5
5 SOUTH SUB #2SCL COVI
NGTON
-
BERRYDALE #1TALBOT HILL - LAKE YOUNGS (SCL)BERRYDALE -
BPA MAPLE VALLEY #1
SE 142ND ST SAMMAMISH - ECHO LAKEBPA MAPLE VALLEY -
LAKE TRADITION #1
TALBOT HILL - SNO KING#2SCL MAPLE VALLEY - file://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/SVF/sml_??.svfPSE Tran Sta Click to see One Line Diagramfile://sgen000b/cad/ELECTRIC/PSEWEB/TSOLD/pdf/sml_02.pdfPSE Tran Sta Click to see One Line Diagram
AREA
CONSTRUCTION
AREA
CONSTRUCTION
111027029.dgn 6/14/2023 1:01:53 PM
06/14/2023
06/15/2023
06/20/2023
06/20/2023253-553-6959
MFP25001446
This permit is for Major construction work in the ROW and will be billed at an additional
$158/HR for inspections. After hours and weekend work will be billed at $175/HR
Plotted:6/14/2023@1:02:36 PMP84193111027029.dgnASBUILT TO:THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES
CALL (800)424-5555 2 BUSINESS DAYS BEFORE YOU DIG
PROJECT PHASE ORDER#POWERNOTIFICATION
SUPERIOR
CAPITAL
REMOVAL
EXPENSE
"Locates Required"
"Outages Required"
"Flagging Required"
Yes
Yes
Yes
No
No
No
DESCRIPTIONREV#DATE BY
3
2
1
FUNCTION CONTACT PHONE NO DATE
PROJECT MGR
ENGR-POWER
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
REAL ESTATE/EASEMENT PERMIT
FOREMAN (Check Box if Complete)
INSTALLED & VERIFIED
LOCKED/SECURED CLEAN/SAFE
RED-LINED
CHANGES
PRIMARY
RECORDED
PHASEFUSE SIZE
GRID, CABLE AND SWITCH NUMBERS .
FIELD CHANGES ON AS-BUILTS.
MATERIAL VERIFIED AND NOTED ON PAPERWORK.
TOTAL CABLE NOTED ON AS-BUILT.
COMPANY ID #'s IN CORRECT LOCATION ON AS-BUILT.
Foreman's Signature
Company Employee ID#
DEVIATIONS NOTED ON THE AS-BUILT AND THEIR REASON
PSE EQUIPMENT & WORK AREA LEFT IN CONDITION.
INDICATE CORRECT ON AS-BUILT & VERIFY PROPER .
UTILITIES
CONTACT
PHONE#
INCIDENT #
SAP ORDER NUMBER
JOINT FACILITIES ARRANGEMENTS
PAGESCALE
REV #
INTERNAL USE
TLN #COUNTY TSG MAP POWER WK CTR
1/4 SEC OH CIRC MAP UG CIRC MAP
U-MAP CIRCUIT NO.
0
11900916
253-294-4103
206-303-7665
253-208-0000
DIST EXPENSE
ENGINEERING
TRANSMISSION
ELECTRIC 111027029111027029
100KING
111027029
108132004
571018629
TALBOT HILL - METRO RENTON (115 KV)
T. MOSER
J. GROOM
K. POPICH
1"=100'/4
RENTON, WA 98057 3&4T-0032507C
2305E074
SEC19 T23 R05E
06/14/23TRANSMISSION DRAWING SOURCE:T-00325 sh 3&4 `RT 39°33'1/5 11+18`RT 0°44'1/4 9+141/6 13+51`LT 9°49'1/7 15+84`RT 39°53'1/3 7+13201
204 233 233
11+18
70/1
VT
1/5
9+14
65/H1
HPA
1/4
13+51
65/1
HPA
1/6
15+84
70/1
HPD
1/7
SEE SAG TABLE 1 SHEET 2
4500# NESC MEDIUM RS=289.5'
795 ACSR TERN
7+13
75/1
VT
1/3
2
10015020001"= 100'50PLAN SCALE
PROFILE SCALE
1002003004000VERT : 1"= 20'
HORIZ : 1"= 200'
03
SHEET
SEE
03
SHEET
SEE 5+00 10+00 15+00 20+00100
50
0
100
50
0
GUYING TABLE
REMARKS
ACTION
GUYS
NO
STAKE
OR
POLE
SPAN
OR
LEAD
ACTION
FIG DET
ANCHORS
FIGQTY
DESCRIPTION
UNIT
CONSTRUCTION
DESCRIPTION
UNIT
CONSTRUCTION
QTY 6072.1000
STD.PRAC.
1/3
1/7
REMOVE
INSTALL
REMOVE
INSTALL
2
3
1
2
INSTALL
INSTALL
1
1
3
3
B
B
PLATE 24 - 1 IN ROD - ANTP24
PLATE 24 - 1 IN ROD - ANTP24
3/8 SIDE DOWN 8' - GYT3S1
3/8 SIDE DOWN 8' - GYT3S1
3/8 SIDE DOWN 8' - GYT3S1
3/8 SIDE DOWN 8' - GYT3S1
1
1
1
1
55' S
50' S
24.5' NE
20' NE
6073.xxxx
STD.PRAC.
0100
0100
0100
0100
1/5 EXIST 48' S 6 3/8 SIDE DOWN 8' - GYT3S1 0100 1 EXIST
EXIST
EXIST 1
2
1 TRIPLE HELIX 10-12-14 - ANTH3
PLATE 24 - 1 IN ROD - ANTP24
LOG 2 X 10' ROD-3 EYE - ANTL2R 4 C
3 B SPLIT ANCHORS: 3 GUYS TO EACH ANCHOR
A2
POLE TABLE
STATION TYPE REMARKSACTIONGRID NUMBER
1/4
1/6
1/7
9+14
13+51
15+84
REPLACE
REPLACE
REPLACE
H1
1
1
HPA
HPA
HPD
6085.1000
6085.1000
6085.1010
21'317404-165887
317416-165852
317430-165835
PRACTICE
STANDARD
POLE TOP
FROM
FRAMING
DIST.DRILLING
SPECIFICATIONS
1025.1400CLASS
POLE
LENGTH
POLE
NO
STAKE
OR
POLE
FIG 10
FIG 10
FIG 11
65
65
70
100°C
100°C
100°C
TEMP
DESIGN
TRANS GPS
47.46859265
47.46892848
47.46929803
LAT LONG
-122.2139911
-122.215576
-122.2163447
1/5
1/3 75°C
75°C EXIST
EXIST 75
70 1
1 FIG 13
FIG 13 VT
VT 6085.1030
6085.1030 317403-165869
317405-165905 47.4686364
47.46855566 -122.2148125
-122.21317947+13
11+18
REMARKS
POLE RETIREMENT TABLE
1/7
1/6
1/4
65
65
70
1
1
1
317430-165835
317416-165852
317404-165887
WISHBONE
WISHBONE
WISHBONE
STAKE NO
POLE OR GRID NUMBER
CLASS
POLE
TEL TV FIBER ID NUMBERTRANRMVD
1963
1963
1963
TOPPED RMVD
POLE DATA TEMP TRANSFERS ST. LIGHT TRANSFERS
LENGTH
POLE
INSTALLED
YEAR
SW GRADY WAY & RAINIER AVE S
CONDUCTOR NOTES: ADD OR REMOVE CONDUCTOR @ 1/10 AND RESAG FROM 1/4 TO 1/10 TO SATISFY TO SAG TALE 1
MAX
STRINGING SAG TABLE 1
#
904
923
945
968
992
1018
1047
1078
1111
1147
1188
4500
5.0
4.9
4.7
4.6
4.5
4.4
4.3
4.2
4.0
3.9
3.8
200
5.9
5.8
5.6
5.5
5.4
5.2
5.1
4.9
4.8
4.6
4.5
218
6.9
6.8
6.6
6.5
6.3
6.1
6.0
5.8
5.6
5.4
5.3
236
8.0
7.8
7.7
7.5
7.3
7.1
6.9
6.7
6.5
6.3
6.1
254
9.2
9.0
8.8
8.6
8.4
8.2
7.9
7.7
7.5
7.2
7.0
272
10.4
10.2
10.0
9.8
9.5
9.3
9.0
8.8
8.5
8.2
7.9
290
11.8
11.5
11.3
11.0
10.7
10.5
10.2
9.9
9.6
9.3
9.0
308
13.2
12.9
12.6
12.3
12.0
11.7
11.4
11.1
10.7
10.4
10.0
326
100
90
80
70
60
50
40
30
20
10
0
SPAN LENGTH IN FEET - SAG IN FEET
NESC MEDIUM LOADING, CREEP, R/S = 254 FT
795 ACSR TERN
FAHR
DEG
TEMP LBS
TENSION
STRUCTURE 1/4 TO STRUCTURE 1/10
DISPLAYED AT 75°C
SHUFFLETON - O'BRIEN 115KV
111027029.dgn 6/14/2023 1:02:36 PM
06/14/2023
06/15/2023
06/20/2023
06/20/2023253-553-6959
MFP25001446
Plotted:6/14/2023@1:03:18 PMP84193111027029.dgnASBUILT TO:THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES
CALL (800)424-5555 2 BUSINESS DAYS BEFORE YOU DIG
PROJECT PHASE ORDER#POWERNOTIFICATION
SUPERIOR
CAPITAL
REMOVAL
EXPENSE
"Locates Required"
"Outages Required"
"Flagging Required"
Yes
Yes
Yes
No
No
No
DESCRIPTIONREV#DATE BY
3
2
1
FUNCTION CONTACT PHONE NO DATE
PROJECT MGR
ENGR-POWER
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
REAL ESTATE/EASEMENT PERMIT
FOREMAN (Check Box if Complete)
INSTALLED & VERIFIED
LOCKED/SECURED CLEAN/SAFE
RED-LINED
CHANGES
PRIMARY
RECORDED
PHASEFUSE SIZE
GRID, CABLE AND SWITCH NUMBERS .
FIELD CHANGES ON AS-BUILTS.
MATERIAL VERIFIED AND NOTED ON PAPERWORK.
TOTAL CABLE NOTED ON AS-BUILT.
COMPANY ID #'s IN CORRECT LOCATION ON AS-BUILT.
Foreman's Signature
Company Employee ID#
DEVIATIONS NOTED ON THE AS-BUILT AND THEIR REASON
PSE EQUIPMENT & WORK AREA LEFT IN CONDITION.
INDICATE CORRECT ON AS-BUILT & VERIFY PROPER .
UTILITIES
CONTACT
PHONE#
INCIDENT #
SAP ORDER NUMBER
JOINT FACILITIES ARRANGEMENTS
PAGESCALE
REV #
INTERNAL USE
TLN #COUNTY TSG MAP POWER WK CTR
1/4 SEC OH CIRC MAP UG CIRC MAP
U-MAP CIRCUIT NO.
0
11900916
253-294-4103
206-303-7665
253-208-0000
DIST EXPENSE
ENGINEERING
TRANSMISSION
ELECTRIC 111027029111027029
100KING
111027029
108132004
571018629
TALBOT HILL - METRO RENTON (115 KV)
T. MOSER
J. GROOM
K. POPICH
1"=100'/4
RENTON, WA 98057 3&4T-0032507C
2305E074
SEC19 T23 R05E
06/14/23TRANSMISSION DRAWING SOURCE:T-00325 sh 3&4 MAPLE AVE SWRAINIER AVE SSW 12TH ST
s1/9Ns1/9Ss1/12`LT 9°49'1/7 15+841/8 19+00`LT 38°43'1/9 21+151/10 23+861/11 26+55`LT 9°33'1/12 29+54`RT 9°02'1/13 32+49316
299 295
215 271
269
29+54
65/1
HPA
1/1215+84
70/1
HPD
1/7
19+00
65/H1
HPA
1/8
21+15
80/H2
VT
1/9
23+86
70/H5
TDE
1/10
26+55
65/H1
HPA
1/11
32+49
70/1
HPD
1/13
SAG TABLE 1 SHEET 2
4500# NESC MEDIUM RS=289.5'
795 ACSR TERN
SEE SAG TABLE 2 SHEET 3
4500# NESC MEDIUM RS=253.5'
795 ACSR TERN
855# NESC MEDIUM RS=290'
#2 ACSR SPARROW
855# NESC MEDIUM RS=294'
#2 ACSR SPARROW
855# NESC MEDIUM RS=103'
#2 ACSR SPARROW
3
10015020001"= 100'50PLAN SCALE
PROFILE SCALE
1002003004000VERT : 1"= 20'
HORIZ : 1"= 200'
02
SHEET
SEE
02
SHEET
SEE 15+00 20+00 25+00 30+00100
50
0
100
50
0 35+0004
SHEET
SEE
04
SHEET
SEE
SW 12TH ST & RAINIER AVE S
REMARKS
POLE RETIREMENT TABLE
1/13
1/11
1/10
1/9
1/8
65
65
70
80
65
1
1
1
1
1
317426-165680
317443-165738
317450-165764
317456-165797
317444-165809
WISHBONE
WISHBONE
WISHBONE
WISHBONE
STAKE NO
POLE OR GRID NUMBER CLASS
POLE
TEL TV FIBER ID NUMBERTRANRMVD
1960
1960
1960
1960
1963
TOPPED RMVD
POLE DATA TEMP TRANSFERS ST. LIGHT TRANSFERS
LENGTH
POLE
INSTALLED
YEAR
GUYING TABLE
REMARKS
ACTION
GUYS
NO
STAKE
OR
POLE
SPAN
OR
LEAD
ACTION
FIG DET
ANCHORS
FIGQTY
DESCRIPTION
UNIT
CONSTRUCTION
DESCRIPTION
UNIT
CONSTRUCTION
QTY 6072.1000
STD.PRAC.
1/9
1/10
1/13
REUSE
REUSE
REMOVE
REMOVE
INSTALL
3
3
2
1
2 REUSE 1 2 ATRIPLE HELIX 10-12-14 - ANTH3
3/8 SIDE SPAN 8' - GYT3OS
3/8 SIDE SPAN 8' - GYT3OS
3/8 SIDE DOWN 8' - GYT3S1
3/8 SIDE DOWN 8' - GYT3S1
3/8 SIDE DOWN 8' - GYT3S1
1
1
1
1
1
51.5' SSW
90.5' N
45' E
14' S
14' S
6073.xxxx
STD.PRAC.
0170
0170
0100
0100
0100
s1/9N EXIST
EXIST 8.5' N
12' N 2
1 7/16 SIDE DOWN 8' - GYT7SI
7/16 STUB DOWN - GYT7SB 0170
0100 2
3 EXIST
EXIST
1
1
EXIST 1
EXIST
EXIST 1
1 LOG 2 X 10' ROD-3 EYE - ANTL2R
TRIPLE HELIX 10-12-14 - ANTH3
SINGLE HELIX 10 - ANTH1
PLATE 24 - 1 IN ROD - ANTP24
PLATE 24 - 1 IN ROD - ANTP24 3 B
B3
1 A
4
A
C
2
1/12 EXIST
EXIST
50' S
28.5' N 3
3 3/8 SIDE SPAN 8' - GYT3OS
7/16 SIDE DOWN 8' - GYT7SI 0100
0170 1
2
s1/12 EXIST
EXIST 70' W
79' W
1
2
3/8 SIDE DOWN 8' - GYT3S1
3/8 SIDE DOWN 8' - GYT3S1
0100
0100 1
1
EXIST 1 TRIPLE HELIX 10-12-14 - ANTH3 2 A
EXIST 1 PLATE 24 - 1 IN ROD - ANTP24 3 B
POLE TABLE
STATION TYPE REMARKSACTIONGRID NUMBER
1/8
1/10
1/11
1/13
19+00
21+15
23+86
26+55
32+49
REPLACE
REPLACE
REPLACE
REPLACE
H1
H5
H1
1
HPA
TDE
HPA
HPD
6085.1000
6085.1060
6085.1000
6085.1010
27.5'
28.5'
317444-165809
317450-165764
317443-165738
317426-165680
PRACTICE
STANDARD
POLE TOP
FROM
FRAMING
DIST.
DRILLING
SPECIFICATIONS
1025.1400CLASS
POLE
LENGTH
POLE
NO
STAKE
OR
POLE
FIG 10
FIG 17A
FIG 10
FIG 11
65
70
65
70
100°C
100°C
100°C
100°C
TEMP
DESIGN
TRANS GPS
47.46967164
47.46974937
47.46957642
47.4690757
LAT LONG
-122.2174989
-122.2193511
-122.2204096
-122.2226833
1/9
s1/9N
s1/9S
1/12
s1/12S
75°C
EXIST
EXIST
EXIST
EXIST
80
80
65
85
1
1
FIG 13
FIG 10
VT
STUB
STUB
HPA
STUB
6085.1030
6085.1000
317456-165797
317466-165798
317451-165796
317437-165708
317432-165708
47.46992241
47.46938899
-122.2182859
-122.2215844
STRUCTURE 3/11
SHUFFLETON - O'BRIEN (115KV):
STRUCTURE 3/8
SHUFFLETON - O'BRIEN (115KV):
130
29+54
37.5'
22.5'
27.5'
100°C REPLACE H2
1
47.46979097 -122.2183306
47.47017010 -122.2182938
47.46820702 -122.2215990
MAX
STRINGING SAG TABLE 2
#
1213
1255
1303
1356
1415
1482
1558
1645
1746
1863
2004
4500
2.4
2.3
2.2
2.1
2.0
1.9
1.8
1.7
1.6
1.5
1.4
160
3.0
2.9
2.8
2.7
2.6
2.5
2.3
2.2
2.1
2.0
1.8
180
3.7
3.6
3.4
3.3
3.2
3.0
2.9
2.7
2.6
2.4
2.2
200
4.5
4.3
4.2
4.0
3.8
3.7
3.5
3.3
3.1
2.9
2.7
220
5.3
5.1
5.0
4.8
4.6
4.4
4.1
3.9
3.7
3.5
3.2
240
6.3
6.0
5.8
5.6
5.4
5.1
4.9
4.6
4.3
4.1
3.8
260
7.3
7.0
6.7
6.5
6.2
5.9
5.6
5.3
5.0
4.7
4.4
280
8.3
8.0
7.7
7.4
7.1
6.8
6.5
6.1
5.8
5.4
5.0
300
100
90
80
70
60
50
40
30
20
10
0
SPAN LENGTH IN FEET - SAG IN FEET
NESC MEDIUM LOADING, CREEP, R/S = 267FT
795 ACSR TERN
FAHR
DEG
TEMP LBS
TENSION
STRUCTURE 1/10 TO STRUCTURE 1/15
2. 1/10 - 1/14 TO SATISFY SAG TABLE 2
1. 1/4-1/10 TO SATISFY SAG TABLE 1
CONDUCTOR NOTES: ADD OR REMOVE CONDUCTOR @ 1/10 AND RESAG:
DISPLAYED AT 75°C
DISPLAYED AT 0°C
DISPLAYED AT 50°C
SHUFFLETON - O'BRIEN 115KV
111027029.dgn 6/14/2023 1:03:18 PM
06/14/2023
06/15/2023
06/20/2023
06/20/2023253-553-6959
MFP25001446
Plotted:6/14/2023@1:04:01 PMP84193111027029.dgnASBUILT TO:THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES
CALL (800)424-5555 2 BUSINESS DAYS BEFORE YOU DIG
PROJECT PHASE ORDER#POWERNOTIFICATION
SUPERIOR
CAPITAL
REMOVAL
EXPENSE
"Locates Required"
"Outages Required"
"Flagging Required"
Yes
Yes
Yes
No
No
No
DESCRIPTIONREV#DATE BY
3
2
1
FUNCTION CONTACT PHONE NO DATE
PROJECT MGR
ENGR-POWER
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
REAL ESTATE/EASEMENT PERMIT
FOREMAN (Check Box if Complete)
INSTALLED & VERIFIED
LOCKED/SECURED CLEAN/SAFE
RED-LINED
CHANGES
PRIMARY
RECORDED
PHASEFUSE SIZE
GRID, CABLE AND SWITCH NUMBERS .
FIELD CHANGES ON AS-BUILTS.
MATERIAL VERIFIED AND NOTED ON PAPERWORK.
TOTAL CABLE NOTED ON AS-BUILT.
COMPANY ID #'s IN CORRECT LOCATION ON AS-BUILT.
Foreman's Signature
Company Employee ID#
DEVIATIONS NOTED ON THE AS-BUILT AND THEIR REASON
PSE EQUIPMENT & WORK AREA LEFT IN CONDITION.
INDICATE CORRECT ON AS-BUILT & VERIFY PROPER .
UTILITIES
CONTACT
PHONE#
INCIDENT #
SAP ORDER NUMBER
JOINT FACILITIES ARRANGEMENTS
PAGESCALE
REV #
INTERNAL USE
TLN #COUNTY TSG MAP POWER WK CTR
1/4 SEC OH CIRC MAP UG CIRC MAP
U-MAP CIRCUIT NO.
0
11900916
253-294-4103
206-303-7665
253-208-0000
DIST EXPENSE
ENGINEERING
TRANSMISSION
ELECTRIC 111027029111027029
100KING
111027029
108132004
571018629
TALBOT HILL - METRO RENTON (115 KV)
T. MOSER
J. GROOM
K. POPICH
1"=100'/4
RENTON, WA 98057 3&4T-0032507C
2305E074
SEC19 T23 R05E
06/14/23TRANSMISSION DRAWING SOURCE:T-00325 sh 3&4 REYMOUND AVE SWSW 12TH ST
SENECA AVE SWLIND AVE SWs1/19 Ns1/19 W
`RT 9°02'1/13 32+49`RT 0°36'1/14 34+961/15 36+571/16 37+601/17 39+60`LT 0°42'1/18 42+41`LT 65°36'1/19 44+65247
161 103 200
225
281
36+57
65
HPA-C
1/15
37+60
65
HPA-C
1/16
44+65
75/H2
VDE (LA)
1/19
32+49
70/1
HPD
1/13
39+60
65/1
HPA
1/17
42+41
70/1
HPA
1/18
855# NESC MEDIUM RS=290'
#2 ACSR SPARROW
855# NESC MEDIUM RS=294'
#2 ACSR SPARROW
SEE SAG TABLE 2 SHEET 3
4500# NESC MEDIUM RS=253.5'
795 ACSR TERN
855# NESC MEDIUM RS=217'
#2 ACSR SPARROW
34+96
65/H1
HPW
1/14
855# NESC MEDIUM RS=UNK
#2 ACSR SPARROW
855# NESC MEDIUM RS=103'
#2 ACSR SPARROW
855# NESC MEDIUM RS=UNK
#2 ACSR SPARROW
4
10015020001"= 100'50PLAN SCALE
PROFILE SCALE
1002003004000VERT : 1"= 20'
HORIZ : 1"= 200'
03
SHEET
SEE
03
SHEET
SEE
GUYING TABLE
REMARKS
ACTION
GUYS
NO
STAKE
OR
POLE
SPAN
OR
LEAD
ACTION
FIG DET
ANCHORS
FIGQTY
DESCRIPTION
UNIT
CONSTRUCTION
DESCRIPTION
UNIT
CONSTRUCTION
QTY 6072.1000
STD.PRAC.
1/14 REMOVE 1 EXIST 1 2 ATRIPLE HELIX 10-12-14 - ANTH33/8 SIDE DOWN 8' - GYT3S1 147' S
6073.xxxx
STD.PRAC.
0100
s1/19W
1/19 EXIST
EXIST
EXIST 12' W
63.5' N
47' W 3
3
3 3/8 SIDE DOWN 8' - GYT3S1
3/8 SIDE SPAN 8' - GYT3OS
3/8 SIDE SPAN 8' - GYT3OS
0100
0170
0170 1
1
1 EXIST 1 TRIPLE HELIX 10-12-14 - ANTH3 2 A
REMARKS
POLE RETIREMENT TABLE
1/18
1/17
1/14
65
65
65
1
1
1
317406-165581
317412-165608
317422-165655
WISHBONE
WISHBONE
WISHBONE
STAKE NO
POLE OR GRID NUMBER
CLASS
POLE
TEL TV FIBER ID NUMBERTRANRMVD
1964
1964
1989
TOPPED RMVD
POLE DATA TEMP TRANSFERS ST. LIGHT TRANSFERS
LENGTH
POLE
INSTALLED
YEAR 30+00 35+00 40+00 45+00100
50
0
100
50
0 50+00SW 12TH ST & SENECA AVE SW
POLE TABLE
STATION TYPE REMARKSACTIONGRID NUMBER
1/14
1/17
1/18
34+96
39+60
42+41
REPLACE
REPLACE
REPLACE
H1
1
1
HPW
HPA
HPA
6085.1085
6085.1000
6085.1000
317422-165655
317412-165608
317406-165581
PRACTICE
STANDARD
POLE TOP
FROM
FRAMING
DIST.DRILLING
SPECIFICATIONS
1025.1400CLASS
POLE
LENGTH
POLE
NO
STAKE
OR
POLE
FIG 30
FIG 10
FIG 10
65
65
70
100°C
100°C
100°C
TEMP
DESIGN
TRANS GPS
47.46891442
47.46862079
47.46844329
LAT LONG
-122.2236546
-122.2254791
-122.2265858
1/15
1/16
1/19
s1/19N
s1/19W EXIST
EXIST
EXIST75°C
75°C
75°C EXIST
EXIST 65
65
75 FIG 13
FIG 10
FIG 10 HPA-C
HPA-C
VDE (LA)
STUB
STUB
6085.1040
6085.2000
6085.2000 317418-165637
317415-165626
317402-165560
317402-165565
317402-165543
47.46829379
47.46874937
47.46881403 -122.224288
-122.2246921
-122.2274685
LAMINATED STRUCTURE
H2
20' & 22.5'
44+65
37+60
36+57
16.5'
17.5'
1
1
H10
1
36.5
30
-122.227470947.46820702
-122.227650747.46826292
2. PLACE STRUCTURES 1/17 & 1/18 IN TRAVELERS AND EQUALIZE TENSION
1. ADD OR REMOVE CONDUCTOR @1/10 AND RESAG 1/10-1/14 TO SATISFY SAG TABLE 2
CONDUCTOR NOTES:
DISPLAYED AT 75°C
DISPLAYED AT 0°C
DISPLAYED AT 50°C
111027029.dgn 6/14/2023 1:04:01 PM
06/14/2023
06/15/2023
06/20/2023
06/20/2023253-553-6959
MFP25001446