HomeMy WebLinkAboutMFP25003265.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP25003265
IVR Number: 25003265
Permit Information
Permit Name: Centurylink - P.255020 - Overhead conversion / previously application R25002809
Address/Location:06/27/2025Application Date:1463400045Parcel Number: 13609 156TH AVE SE
Permit Type:07/10/2025Issue Date:Franchise
Permit Work Class:07/10/2026Expiration Date:Major Utility
Job Number: P.255020Franchise Type:Telephone
Description: Century Link ;; P.255020 Overhead to underground conversion. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Angelina Maxwell
CentryLink/Lumen
4201 SW GRAHAM ST 1, 1
Seattle, WA 98136
B: (206) 945-0048Applicant
Rebecca Kelley
Lumen Technologies, formerly QWEST
23315 66th Avenue
Kent, WA 98032
B: (253) 213-2226
C: (253) 213-2226
ApplicantX
Cheyenne Classen
North Sky Communications
2112 97th Ave E
Tacoma, WA 98444
Contact
Kim Parker
QWest Corporation
931 14th St, Suite 1000A
Denver, CO 80202
B: (303) 992-0752Contact
Michael Smith
North Sky Communications
21320 84th Ave S
Kent, WA 98032
C: (206) 305-5881Contractor
Business License Number: 36846Construction Contractor: NORTHSC857Q4
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549Specialized
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: 3/12/2025
Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 3/12/2025
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
Scott Warlick CED 7/10/2025
Monday Friday 8:00am 3:00pm
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This Page Intentionally Left Blank
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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: 3/12/2025
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 City Inspector (425-430-7203) at least twenty-four (24) hours before
commencing work.
• Applicant must notify Transportation Signal Maintenance (425-430-7423) at least twenty-four (24)
hours before commencing work, if work affects traffic signal operations, including 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
three (3) 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: 3/12/2025
• 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.
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• 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.
SE 2ND PL X P1ROADWORKAHEAD ROADWORKAHEADROADWORKAHEADROADWORKAHEADROADWORKAHEADROADWORKAHEADONE LANEROADAHEADONE LANEROADAHEADONE LANEROADAHEADONE LANEROADAHEAD
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X
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TOLEDO AVE SESHADOW PL SE156TH AVE SE156TH AVE SEPAVED SHOULDERPAVED SHOULDERPAVED SHOULDERSIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK
SIDEWALKSIDEWALKSIDEWALK SPEEDLIMIT25SPEEDLIMIT25SPEEDLIMIT25 SPEEDLIMIT25SE 2ND PLNEW ANCHOR& DOWNGUYPLACEMENT
SIDEWALKSIDEWALKX
50'-100'TAPERWORK AREA+-11' X 150'11'11'DRIVEWAYFLAGGER
TRAFFIC CONTROL PLANJOB # P.255020.C.45PERMIT #
LegendCONESFLAGGERXPOLESSPOTTERWORK AREAWORK TRUCKDate:5/28/2025 Author:Darlene Durr, Traffic Control Supervisor Project:P.255020.C.45TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(DO NOT ALTER)Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTONrequirements.2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be DETERMINED BY CITY, COUNTY AND/OR WSDOT.
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:DARLENE DURR, TCS #ES2 000148, darlene.durr@hotmail.com
NOT TO SCALE NOTE ALL LANE WIDTHS ARE ESTIMATES;FOR ACCURANCY, MEASURE IN FIELDPRIOR TO WORK.REFER TO CHARTS FOR DEVICESPACING, SIGNAGE SPACING, SIGN SIZE,BUFFER SPACING AND TAPER LENGTHS.
CHANNELIZING DEVICE SPACING (FEET)MPH TAPER TANGENT50/7035/4525/30 40'40'30'20'80'60'ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS
RURAL HIGHWAYSRURAL ROADSRURAL ROADS & URBAN ARTERIALSRURAL ROADS, URBAN ARTERIALS,RESIDENTIAL & BUSINESS DISTRICTSURBAN STREETS(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.50 / 65 MPH45 / 55 MPH35 / 40 MPH25 / 30 MPH25 MPH OR LESS 800' +/-500' +/-200' +/- (2)100' +/- (2)350' +/-SIGN SPACING = X (1)MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 681016151934559999971111181820
40607522525027511511516529549555060566071585150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 666633344772025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350 68810
3455999 66060080125180245320540720780840
6101619199718222112 406530033090125160270360390420 101034556991112 SHOULDER TAPERSHOULDER WIDTH x SPEED / 3(EXTRACTED FROM APPENDIX 1-1, OF THE WORK ZONE TRAFFIC CONTROL GUIDELINES- M54-44, 2012)
ONE LANE TWO WAY TAPER 50' MIN / 100' MAXTAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
Drafted: 5/28/2025Darlene DurrTCS # ES2 000148 TCS #Exp.3/31/2027Phone 253-737-5198darlene.durr@hotmail.com_______________________Darlene Durr
Comments: THIS IS TO PLACE NEW ANCHOR AND DOWNGUY AT POLE P1 AND RESTORE AS REQUIRED.THIS IS A ONE LANE TWO WAY WITH FLAGGERS.FLAGGERS WILL ASSIST DRIVEWAYS AT WORK AREA.SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA.DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS.
NSE 2ND PL @ TOLEDO AVE SENEW ANCHOR & DOWNGUY PLACEMENT @ POLE P1 / RESTOREONE LANE TWO WAY WITH FLAGGERS
S
www.invarion.comMFP25003265
SE 2ND PL X X X185'240'P3P2P1
AERIALREMOVALROADWORKAHEAD ROADWORKAHEADROADWORKAHEADROADWORKAHEADROADWORKAHEADROADWORKAHEADONE LANEROADAHEADONE LANEROADAHEADONE LANEROADAHEADONE LANEROADAHEADONE LANEROADAHEAD
ONE LANEROADAHEAD
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XX
TOLEDO AVE SESHADOW PL SE156TH AVE SE156TH AVE SEPAVED SHOULDERPAVED SHOULDERPAVED SHOULDERSIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK
SIDEWALKSIDEWALKSIDEWALK SPEEDLIMIT25SPEEDLIMIT25SPEEDLIMIT25 SPEEDLIMIT25SE 2ND PL
TRAFFIC CONTROL PLANJOB # P.255020.C.45PERMIT #
LegendFLAGGERXPOLESSPOTTERWORK AREAWORK TRUCKDate:5/28/2025 Author:Darlene Durr, Traffic Control Supervisor Project:P.255020.C.45TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(DO NOT ALTER)Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTONrequirements.2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be DETERMINED BY CITY, COUNTY AND/OR WSDOT.
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:DARLENE DURR, TCS #ES2 000148, darlene.durr@hotmail.com NOT TO SCALE NOTE ALL LANE WIDTHS ARE ESTIMATES;FOR ACCURANCY, MEASURE IN FIELDPRIOR TO WORK.REFER TO CHARTS FOR DEVICESPACING, SIGNAGE SPACING, SIGN SIZE,BUFFER SPACING AND TAPER LENGTHS.CHANNELIZING DEVICE SPACING (FEET)MPH TAPER TANGENT50/7035/4525/30 40'40'30'20'80'60'ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS RURAL HIGHWAYSRURAL ROADSRURAL ROADS & URBAN ARTERIALSRURAL ROADS, URBAN ARTERIALS,RESIDENTIAL & BUSINESS DISTRICTSURBAN STREETS(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.50 / 65 MPH45 / 55 MPH35 / 40 MPH25 / 30 MPH25 MPH OR LESS 800' +/-500' +/-200' +/- (2)100' +/- (2)350' +/-SIGN SPACING = X (1)MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 681016151934559999971111181820
40607522525027511511516529549555060566071585150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 666633344772025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350 68810
3455999 66060080125180245320540720780840
6101619199718222112 406530033090125160270360390420 101034556991112 SHOULDER TAPERSHOULDER WIDTH x SPEED / 3(EXTRACTED FROM APPENDIX 1-1, OF THE WORK ZONE TRAFFIC CONTROL GUIDELINES- M54-44, 2012)
ONE LANE TWO WAY TAPER 50' MIN / 100' MAXTAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)Drafted: 5/28/2025Darlene DurrTCS # ES2 000148 TCS #Exp.3/31/2027Phone 253-737-5198darlene.durr@hotmail.com_______________________Darlene Durr
Comments: THIS IS TO REMOVE AERIAL FROM POLE P1 TO POLE P3.THIS IS A ONE LANE TWO WAY MOVING OPERATION WITH FLAGGERS.FLAGGERS WILL MOVE WITH WORK CREW.FLAGGERS WILL HOLD TRAFFIC AT ROADWAY CROSSINGS.FLAGGERS WILL ASSIST DRIVEWAYS AT WORK AREA.SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA.DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS.
NSE 2ND PL @ TOLEDO AVE SEAERIAL REMOVALONE LANE TWO WAY MOVINGOPERATION WITH FLAGGERS DRIVEWAYFLAGGER
DRIVEWAYFLAGGERSS
www.invarion.comMFP25003265
SE 2ND PL
ROADWORKAHEAD
ONE LANEROADAHEAD
X
XTOLEDO AVE SESHADOW PL SE156TH AVE SE156TH AVE SEPAVED SHOULDERPAVED SHOULDERPAVED SHOULDERSIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK
SIDEWALKSIDEWALKSPEEDLIMIT25SPEEDLIMIT25 SPEEDLIMIT25SE 2ND PL
SPEEDLIMIT25CENTERLANECLOSEDAHEADXXSPEEDLIMIT25SPEEDLIMIT25NEW PED 1PLACEMENTEXISTING PED 1REMOVAL
WORK AREA+-11' X 150'
KEEPRIGHTKEEPRIGHTKEEPRIGHTKEEPRIGHT
KEEPRIGHTKEEPRIGHT TRAFFIC CONTROL PLANJOB # P.255020.C.45PERMIT #
LegendCONESFLAGGERPEDESTALWORK AREAWORK TRUCKDate:5/28/2025 Author:Darlene Durr, Traffic Control Supervisor Project:P.255020.C.45TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(DO NOT ALTER)Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTONrequirements.2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be DETERMINED BY CITY, COUNTY AND/OR WSDOT.
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:DARLENE DURR, TCS #ES2 000148, darlene.durr@hotmail.com NOT TO SCALE
NOTE ALL LANE WIDTHS ARE ESTIMATES;FOR ACCURANCY, MEASURE IN FIELDPRIOR TO WORK.REFER TO CHARTS FOR DEVICESPACING, SIGNAGE SPACING, SIGN SIZE,BUFFER SPACING AND TAPER LENGTHS.CHANNELIZING DEVICE SPACING (FEET)MPH TAPER TANGENT50/7035/4525/30 40'40'30'20'80'60'ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS
RURAL HIGHWAYSRURAL ROADSRURAL ROADS & URBAN ARTERIALSRURAL ROADS, URBAN ARTERIALS,RESIDENTIAL & BUSINESS DISTRICTSURBAN STREETS(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.50 / 65 MPH45 / 55 MPH35 / 40 MPH25 / 30 MPH25 MPH OR LESS 800' +/-500' +/-200' +/- (2)100' +/- (2)350' +/-SIGN SPACING = X (1)
MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 681016151934559999971111181820
40607522525027511511516529549555060566071585150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 666633344772025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350 68810
3455999 66060080125180245320540720780840
6101619199718222112 406530033090125160270360390420 101034556991112 SHOULDER TAPERSHOULDER WIDTH x SPEED / 3(EXTRACTED FROM APPENDIX 1-1, OF THE WORK ZONE TRAFFIC CONTROL GUIDELINES- M54-44, 2012)
ONE LANE TWO WAY TAPER 50' MIN / 100' MAXTAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)Drafted: 5/28/2025Darlene DurrTCS # ES2 000148 TCS #Exp.3/31/2027Phone 253-737-5198darlene.durr@hotmail.com_______________________Darlene Durr ROADWORKAHEADROADWORKAHEADONE LANEROADAHEADONE LANEROADAHEADXXX
XXCENTERLANECLOSEDAHEAD
XX
50'-100'TAPERROADWORKAHEADROADWORKAHEADONE LANEROADAHEADX XXX
N
Comments: THIS IS TO RELOCATE PEDESTAL 1, REMOVE EXISTING PED 1 AND PLACE NEW PED 1 AND RESTORE AS REQUIRED.THIS IS A ONE LANE TWO WAY WITH FLAGGERS.FLAGGERS WILL ASSIST DRIVEWAYS AND PEDESTRIANS AT WORK AREA.DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS.
SE 2ND PL @ 156TH AVE SEPEDESTAL 1 RELOCATE / RESTOREONE LANE TWO WAY WITH FLAGGERS www.invarion.comMFP25003265
SE 2ND PL
ROADWORKAHEAD
ONE LANEROADAHEAD
X
XTOLEDO AVE SESHADOW PL SE156TH AVE SE156TH AVE SEPAVED SHOULDERPAVED SHOULDERPAVED SHOULDERSIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK
SIDEWALKSIDEWALKSPEEDLIMIT25SPEEDLIMIT25 SPEEDLIMIT25SE 2ND PL
SPEEDLIMIT25CENTERLANECLOSEDAHEADXXSPEEDLIMIT25SPEEDLIMIT25KEEPRIGHTKEEPRIGHT
KEEPRIGHTKEEPRIGHT
KEEPRIGHTKEEPRIGHTTRAFFIC CONTROL PLANJOB # P.255020.C.45PERMIT #
LegendCONESFLAGGERPEDESTALWORK AREAWORK TRUCKDate:5/29/2025 Author:Darlene Durr, Traffic Control Supervisor Project:P.255020.C.45TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(DO NOT ALTER)Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTONrequirements.2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be DETERMINED BY CITY, COUNTY AND/OR WSDOT.
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:DARLENE DURR, TCS #ES2 000148, darlene.durr@hotmail.com NOT TO SCALE
NOTE ALL LANE WIDTHS ARE ESTIMATES;FOR ACCURANCY, MEASURE IN FIELDPRIOR TO WORK.REFER TO CHARTS FOR DEVICESPACING, SIGNAGE SPACING, SIGN SIZE,BUFFER SPACING AND TAPER LENGTHS.CHANNELIZING DEVICE SPACING (FEET)MPH TAPER TANGENT50/7035/4525/30 40'40'30'20'80'60'ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS
RURAL HIGHWAYSRURAL ROADSRURAL ROADS & URBAN ARTERIALSRURAL ROADS, URBAN ARTERIALS,RESIDENTIAL & BUSINESS DISTRICTSURBAN STREETS(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.50 / 65 MPH45 / 55 MPH35 / 40 MPH25 / 30 MPH25 MPH OR LESS 800' +/-500' +/-200' +/- (2)100' +/- (2)350' +/-SIGN SPACING = X (1)
MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 681016151934559999971111181820
40607522525027511511516529549555060566071585150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 666633344772025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350 68810
3455999 66060080125180245320540720780840
6101619199718222112 406530033090125160270360390420 101034556991112 SHOULDER TAPERSHOULDER WIDTH x SPEED / 3(EXTRACTED FROM APPENDIX 1-1, OF THE WORK ZONE TRAFFIC CONTROL GUIDELINES- M54-44, 2012)
ONE LANE TWO WAY TAPER 50' MIN / 100' MAXTAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)Drafted: 5/29/2025Darlene DurrTCS # ES2 000148 TCS #Exp.3/31/2027Phone 253-737-5198darlene.durr@hotmail.com_______________________Darlene Durr ROADWORKAHEADROADWORKAHEADONE LANEROADAHEADONE LANEROADAHEADXXX
XXCENTERLANECLOSEDAHEAD
XX
50'-100'TAPERROADWORKAHEADROADWORKAHEADONE LANEROADAHEADX XXX
N
Comments: THIS IS TO PLACE NEW PEDESTAL 2 AND RESTORE AS REQUIRED.THIS IS A ONE LANE TWO WAY WITH FLAGGERS.FLAGGERS WILL ASSIST DRIVEWAYS AND PEDESTRIANS AT WORK AREA.DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS.SE 2ND PL @ 156TH AVE SEPEDESTAL 2 PLACEMENT / RESTOREONE LANE TWO WAY WITH FLAGGERS
NEW PED 2PLACEMENT
WORK AREA+-11' X 150'
www.invarion.comMFP25003265
SE 2ND PLROADWORKAHEAD156TH AVE SEPAVED SHOULDERPAVED SHOULDERPAVED SHOULDER SIDEWALK
SIDEWALK
SIDEWALKSPEEDLIMIT25SPEEDLIMIT25
SPEEDLIMIT25SE 2ND PLCENTERLANECLOSEDAHEADXSPEEDLIMIT25156TH AVE SE XX L/3L/2OLDPOLE 4 NEWPOLE 4
KEEPRIGHTKEEPRIGHTX S LANESHIFTAHEADROADWORKAHEADXXXROADWORKAHEAD
ROADWORKAHEADLANESHIFTAHEADLANESHIFTAHEADXX
XX NWORK AREA+-10' X 150'
TRAFFIC CONTROL PLANJOB # P.255020.C.45PERMIT #
LegendCONESXPOLESSPOTTERWORK AREAWORK TRUCKDate:5/29/2025 Author:Darlene Durr, Traffic Control Supervisor Project:P.255020.C.45TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(DO NOT ALTER)Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTONrequirements.2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.5. Crew is required to leave a minimum 11' for lane width.6. Work hours will be DETERMINED BY CITY, COUNTY AND/OR WSDOT.
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:DARLENE DURR, TCS #ES2 000148, darlene.durr@hotmail.com NOT TO SCALE NOTE ALL LANE WIDTHS ARE ESTIMATES;FOR ACCURANCY, MEASURE IN FIELDPRIOR TO WORK.REFER TO CHARTS FOR DEVICESPACING, SIGNAGE SPACING, SIGN SIZE,BUFFER SPACING AND TAPER LENGTHS.CHANNELIZING DEVICE SPACING (FEET)MPH TAPER TANGENT50/7035/4525/30 40'40'30'20'80'60'ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS RURAL HIGHWAYSRURAL ROADSRURAL ROADS & URBAN ARTERIALSRURAL ROADS, URBAN ARTERIALS,RESIDENTIAL & BUSINESS DISTRICTSURBAN STREETS(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.50 / 65 MPH45 / 55 MPH35 / 40 MPH25 / 30 MPH25 MPH OR LESS 800' +/-500' +/-200' +/- (2)100' +/- (2)350' +/-SIGN SPACING = X (1)MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 681016151934559999971111181820
40607522525027511511516529549555060566071585150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 666633344772025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350 68810
3455999 66060080125180245320540720780840
6101619199718222112 406530033090125160270360390420 101034556991112 SHOULDER TAPERSHOULDER WIDTH x SPEED / 3(EXTRACTED FROM APPENDIX 1-1, OF THE WORK ZONE TRAFFIC CONTROL GUIDELINES- M54-44, 2012)
ONE LANE TWO WAY TAPER 50' MIN / 100' MAXTAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)Drafted: 5/29/2025Darlene DurrTCS # ES2 000148 TCS #Exp.3/31/2027Phone 253-737-5198darlene.durr@hotmail.com_______________________Darlene Durr
Comments: THIS IS TO TRANSFER FACILITIES FROM OLD POLE 4 TO NEW POLE 4.THIS IS A LANE SHIFT AND CENTER LANE CLOSURE.SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA.DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS.156TH AVE SE @ SE 2ND PLTRANSFER FACILITIES @ POLE 4 LANE SHIFTCENTER LANE CLOSURE www.invarion.comMFP25003265
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB: BEFORE YOU DIG811CALL TWO WORKING DAYSRNGE:SECT:TOWN:GEO CODE: WC CLLI:TOTAL EXISTING CONDUIT USED:TOTAL NEW BORE:TOTAL NEW DIRT TRENCHESTIMATED TOTALSTOTAL NEW AERIAL:SIDEWALK (PCC) R&R:ASPHALT (AC) R&R:S.F.S.F.L.F.L.F.L.F.L.F.TOTAL NEW ASPHALT TRENCH:L.F.TOTAL NEW S/W TRENCH:L.F.00000000”NVICINITY MAPSL13609 156TH AVE SERENTON, WA 98059P.255020W26226RNTNWA0123N5E1405/21/2541®CUSTOMER NAME: N/ALCON: N/APHONE #: N/AEMAIL: N/AWFMT #: N/AORDER #: N/AARMOR OR DSR #: N/ASCOPE OF WORK:THIS JOB A CONVERSION FROM AERIAL TO UNDERGROUND. LUMEN WILL CONVERT 450' OF 200X COPPER LINE AERIAL TO UNDERGROUND & REPLACE 200' OF 300X BURIED COPPER FOLLOWING CUSTOMER'S PROVIDED CONDUIT PATH. REMOVAL OF 1 PEDESTAL WITH PLACEMENT OF 2 NEW PEDESTAL FOR FUTURE PLANNER STRIP. @ POLE-1 (317824-167847) PLACE NEW ANCHOR & DOWNGUY THEN REMOVE ALL AERIAL FACILITIES TO POLES- 2 (317824-167871), 3 (317823-167888). PSE TO REMOVE POLES 2-3 & RE-LOCATE POLE 4. @ OLD POLE-4 (317806-167906), TRANSFER AERIAL LINES TO NEW NEW POLE-4. PSE TO REMOVE OLD POLE-4 AFTER TRANSFER COMPLETE.@ EXISTING PEDESTAL, RE-LOCATE NEW PEDESTAL 1 TO NEW PLANNER STRIP. SPLICE 200X COPPER TO NEW 200X COPPER THEN REMOVE EXISTING PEDESTAL. CONTINUE TO PLACE NEW 200X COPPER IN EXISTING CUSTOMER PROVIDE PATH TO NEW COPPER SPLICE POINT. @ NEW PEDESTAL 2, INTERCEPT 300X BURIED COPPER & THEN SPLICE NEW 200X COPPER INTO NEW PEDESTAL & PLACE NEW PEDESTAL IN NEW PLANNER STRIP.SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: N/APHONE NO: N/AEMAIL: N/AFIBER ENGINEER: BILLY C. HERNANDEZPHONE NO: 253-458-6549EMAIL: Kaleb.ConkleHernandez@lumen.comMFP25003265This 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/HRRESTORATION PER CITY OF RENTON STANDARDS
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CATV VTS C/L C/L VWSSDVETTTXXX'XXX'XXX'XXX'X IRRIG IRRIG F1NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB: RNGE:SECT:TOWN:GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSRNGE:SECT:TOWN:JOB:GEO CODE:WC CLLI:DRAFTED BY: MOUNTAIN LTD/SH OF SL13609 156TH AVE SERENTON, WA 98059P.255020W26226RNTNWA0123N5E1405/21/2542®MT LTD ENGINEER: N/APHONE NO: N/AEMAIL: N/AFIBER ENGINEER: BILLY C. HERNANDEZPHONE NO: 253-458-6549EMAIL: Kaleb.ConkleHernandez@lumen.comMFP25003265
NOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS.NOTE:THE RIGHT-OF-WAY SHOWN HAS NOT BEEN SURVEYEDOR TIED. RIGHT-OF-WAY LOCATION IS ASSUMED WITHREFERENCE TO ONLINE DATA SOURCE MATERIALS.CONTRACTOR TO VERIFY ALL RIGHTS OF WAY AND/OREASEMENTS PRIOR TO CONSTRUCTION. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R
/W
R/W R/W R/W EOP EOP EOP EOP
EO
P
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W x x x x x x x x STATION PSEPROPOSED HOAPOLE NUMBER(S) - LMN/PWR/OTHERPLACE NEW DOWNGUY & ANCHOR/REMOVE
AERIALTO POLE 2 & 3N/A317824-167847N/AUNKNOWN 'A' TAGN/AEX-1NOTE:@ POLE-1 (317824-167847) PLACENEW ANCHOR & DOWNGUY THENREMOVE ALL AERIAL FACILITIES TOPOLES- 2 (317824-167871), 3(317823-167888). PSE TO REMOVEPOLES 2-3 & RE-LOCATE POLE 4.NOTE:@ SPLICE POINT, CONTINUE TOPLACE NEW 200X COPPER INEXISTING CUSTOMER PROVIDEPATH TO NEW COPPER.//NOTE:THIS JOB A CONVERSION FROM AERIAL TO UNDERGROUND. LUMEN WILL CONVERT 450' OF 200X COPPER LINE AERIAL TO UNDERGROUND & REPLACE 650' OF 200X BURIED COPPER FOLLOWING CUSTOMER'S PROVIDED CONDUIT PATH. REMOVAL OF 1 PEDESTAL WITH PLACEMENT OF 2 NEW PEDESTAL FOR FUTURE PLANNER STRIP.STATION PSEPROPOSED HOAPOLE NUMBER(S) - LMN/PWR/OTHERPSE TO REMOVE POLE AFTER LUMEN LINE REMOVALN/A317824-167871N/ANO 'A' TAGN/AOLD-2SHADOW PLACE SE
SIDEWALK
TOLEDO AVE SE
SIDEWALK SE 2ND PLACESE 2ND LANESIDEWALK25SPEEDLIM
IT
6301PARCEL#14634000446315PARCEL#1463400049252PARCEL#3295900410SEE SHEET 4
SEE SHEET 3 SIDEWALK10SPEEDLIMIT
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB: GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSSL13609 156TH AVE SERENTON, WA 98059P.255020W26226RNTNWA0123N5E1405/21/2543RSH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: N/APHONE NO: N/AEMAIL: N/AFIBER ENGINEER: BILLY C. HERNANDEZPHONE NO: 253-458-6549EMAIL: Kaleb.ConkleHernandez@lumen.comMFP25003265
NOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS.NOTE:THE RIGHT-OF-WAY SHOWN HAS NOT BEEN SURVEYEDOR TIED. RIGHT-OF-WAY LOCATION IS ASSUMED WITHREFERENCE TO ONLINE DATA SOURCE MATERIALS.CONTRACTOR TO VERIFY ALL RIGHTS OF WAY AND/OREASEMENTS PRIOR TO CONSTRUCTION. R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W x x x x x //TNOTE:@ OLD POLE-4 (317806-167906), TRANSFER AERIAL LINES TO NEW NEW POLE-4. OLD POLE-4 TO BE REMOVED BY PSE AFTER TRANSFER COMPLETE.STATION PSEPROPOSED HOAN/APOLE NUMBER(S) - LMN/PWR/OTHER UNKNOWN 'A' TAGPOLE TO BE REMOVED BY PSE AFTER TRANSFER OF CABLESN/AOLD-4STATION PSEPROPOSED HOAPOLE NUMBER(S) - LMN/PWR/OTHERCABLE PATH TO BE TRANSFERREDN/ANEW #N/ANEW 'A' TAGN/ANEW-2NOTE:THIS JOB A CONVERSION FROM AERIAL TO UNDERGROUND. LUMEN WILL CONVERT 450' OF 200X COPPER LINE AERIAL TO UNDERGROUND & REPLACE 650' OF 200X BURIED COPPER FOLLOWING CUSTOMER'S PROVIDED CONDUIT PATH. REMOVAL OF 1 PEDESTAL WITH PLACEMENT OF 2 NEW PEDESTAL FOR FUTURE PLANNER STRIP.STATION PSEPROPOSED HOAPOLE NUMBER(S) - LMN/PWR/OTHERPSE TO REMOVE POLE AFTER LUMEN LINE REMOVALN/A317823-167888N/ANO 'A' TAGN/AOLD-3NOTE:@ EXISTING PEDESTAL 1, RE-LOCATE NEW PEDESTAL 1 TO NEW PLANNER STRIP. SPLICE 200X COPPER TO NEW 200X COPPER THEN REMOVE EXISTING PEDESTAL 1. CONTINUE TO PLACE NEW 200X COPPER IN EXISTING CUSTOMER PROVIDE PATH TO NEW COPPER SPLICE POINT.NOTE:@ NEW PEDESTAL 2, INTERCEPT 300X BURIED COPPER & THEN SPLICE NEW 200X COPPER INTO NEW PEDESTAL & PLACE NEW PEDESTAL IN NEW PLANNER STRIP.317806-167906156TH AVE SE SE 2ND PLACE25SPEEDLIMIT25SPEEDLIMIT41' R/W R/W R/W R/W R/W 13609156TH AVE SEPARCEL#146340004513615PARCEL#1463400047PARCEL#142305911213616PARCEL#14230590196505PARCEL#1423059022SEE SHEET 4SEE SHEET 3
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB: GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYS4RSL13609 156TH AVE SERENTON, WA 98059P.255020W26226RNTNWA0123N5E1405/21/254SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: N/APHONE NO: N/AEMAIL: N/AFIBER ENGINEER: BILLY C. HERNANDEZPHONE NO: 253-458-6549EMAIL: Kaleb.ConkleHernandez@lumen.comMFP25003265