HomeMy WebLinkAboutMFP25006430.pdfNote: 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
12/31/2025
Joy Eakins
C.3053795 MFP25006430
Parcel: 3340403890
5pm8am
Rob Dautrich 253-204-5024
22517 88th Ave S Kent WA 98032
Access MHT-131, MH129, HH127 for fiber placing and splicing.
Joy Eakins, 253-458-6566
1/26/2026 1/30/2026
North Sky Communications LLC
3 pm
Holly Powers - CED 1/20/2026
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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
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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.
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• 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.
SW 16TH ST @ MAPLE AVE SWWORK @ MH-T-131LANE-SHIFTComments: W ORK @ MH-T-131 LOCATED IN ROA DWAY.LA NE-SHIFT WESTBOUND SW 16TH ST.CENTER-LA NE CLOSED EA STBOUND.MA INTA IN 11' MINIMUM LA NE WIDTHS.DRIVEWAYS REMA IN OPEN/A CCESSIBLE.SIDEWA LKS REMA IN OPEN/A CCESSIBLE.SPOTTER W ILL A SSIST AT W ORK A REA .N LEGENDCONESSSPOTTERWORK AREA WORK TRUCKTRAFFIC CONTROL PLANJOB # C. 3053795PERMIT #
DRIVEWAY
12
12
12
11
11
11 36
SW 16TH STSW 16TH ST
MAPLE AVE SWSIDEWALK
X350'+-X350'+-
ROAD
WORK
AHEAD
W20-1
X350'+-
LANE
SHIFT
AHEAD
W5-5
W1-4SHIFTINGTAPER10' X ~105'ROAD
WORK
AHEAD
W20-1 X350'+-WORK @MH-T-131
X
200'+-
R3-2
X350'+-KEEP
RIGHT
R4-7b
CENTER
LANE
CLOSED
AHEAD
W9-3 X350'+-KEEP
RIGHT
R4-7b11' MIN11' MIN SPEEDLIMIT35SPEEDLIMIT35
SIDEWALK
SPOTTERSDate:7/2/2025 Author:Jeffrey D. Hubbard, Traffic Control Supervisor Project:________________CERT:WA TCS # ES2000151 (Exp: 4/27)DESIGNED FOR:LUMEN LOCATION:RENTON, WAComments: General Requirements1. All signs and spacing to conform to the MUTCD and CITY OF RENTON Requirements.2. Channelizing devices are 28" traffic cones with retro reflective material.3. All signs are 36" x 36" 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 OF RENTON. NOT TO SCALEComments: MERGING TAPER LENGTHTAPER ("L") LA NE WIDTH L MPH 10' 11' 12'SHIFTING 20 70 75 80TAPER 25 105 115 1651/2 L 30 150 165 180 35 205 225 245SHOULDER 40 270 295 320TAPER 45 450 495 5401/3 L 50 500 550 600
TCP PROPOSAL: NOT VALID W/O R-O-W JURISDICTION APPROVAL STAMPUNLAWFUL FOR ANYONE (OTHER THAN R-O-W APPROVAL JURISDICTION)TO ALTER W/O CONSENT FROM AUTHOR (JHUBBARD.TCP@GMAIL.COM)
DESIGNED FOR: L U M E NJeffrey D. Hu bba rdTraffic Co nt ro l Sup er vi sorWA TCS # ES 2 0 001 51Phone 2 53 -73 7-519 8jhubbard.t cp@ gm ail .c om ____________________
SPEEDLIMIT25 SIDEWALKSIDEWALK
ROADWORKAHEADW20-1
ROADWORKAHEADPLACE ATDRIVEWAYSWORK AREA10' X ~50'
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SW 16TH ST
OAKESDALE AVE SW
DWY
DWY
DWY
DWY
DWY
SPEED LIMIT35
SPEED LIMIT35
SPEED LIMIT25
LegendCONESSSPOTTERWork AreaPOLICE OFFICERWORK TRUCKHANDHOLE
N
UNIFORMEDPOLICE OFFICER HH 127 LANESHIFTAHEAD
ROADWORKAHEAD
BEPREPAREDTO STOP
BEPREPAREDTO STOP
BEPREPAREDTO STOPROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEADS
SW 16TH ST @ OAKESDALE AVE SWHH 127 ACCESSLANE SHIFTUNIFORMED POLICE OFFICER
XXX XXX
X X X XL/2XXXComments: THIS IS TO ACCESS HH 127THIS IS A LANE SHIFT AND FLAGGINGUNIFORMED POLICE OFFICER WILL ASSIST AT LIGHTED INTERSECTIONSPOTTER WILL ASSIST AT WORK AREADRIVEWAYS WILL REMAIN ACCESSIBLE AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
TRAFFIC CONTROL PLANJOB # 25093591PERMIT #
Date:7/2/2025 Author:JORGIA DURR Project:25093591DRAFTED FOR LUMEN:(DO NOT ALTER)Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTON requirements.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
NOT TO SCALE MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770 6 68101615193455999997111118182040607522525027511511516529549555060566071585150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 6666333447720253035404550556065702535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719 355575105135225250275300325350 688103455999 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)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)
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 UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.comDrafted: 7/2/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
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DWY
DWYSW 16TH ST SW 16TH ST
RAYMOND AVE SW
RAYMOND AVE SW
SPEED LIMIT35
SPEED LIMIT35
ROADWORKAHEAD XX
Comments: THIS IS TO ACCESS MH 129THIS IS LANE SHIFT AND CENTER LANE CLOSURESPOTTER WILL ASSIST AT WORK AREADRIVEWAYS WILL REMAIN ACCESSIBLE AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
TRAFFIC CONTROL PLANJOB # 25093591PERMIT #
Date:7/2/2025 Author:JORGIA DURR Project:25093591DRAFTED FOR LUMEN:(DO NOT ALTER)Comments: General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTON requirements.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
LegendMANHOLECONESWORK TRUCKWork AreaSSPOTTER
NOT TO SCALE
N
MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770 6 68101615193455999997111118182040607522525027511511516529549555060566071585150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L 6666333447720253035404550556065702535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719 355575105135225250275300325350 688103455999 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)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)
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 SPEEDSUNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.comDrafted: 5/13/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
CENTERLANECLOSEDAHEAD MH T129
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
X XXX
WORK AREA+/- 13' X 180'
LANESHIFTAHEAD
LANESHIFTAHEAD
SW 16TH ST @ RAYMOND AVE SWMH 129 ACCESSLANE SHIFTCENTER LANE CLOSURE XL/2 XS
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NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENT
JOB: BEFORE YOU DIG
811
CALL TWO WORKING DAYS
RNGE:SECT:TOWN:
GEO CODE:
WC CLLI:
TOTAL EXISTING CONDUIT USED:
TOTAL NEW BORE:
TOTAL NEW DIRT TRENCH
ESTIMATED TOTALS
TOTAL 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.
0
0
0
0
0
0
0
0
”
N
VICINITY MAP
SL
15635 W VALLEY HWY
TUKWILA, WA 98188
P.193231
W26226
RNTNWA01
23N 4E 24
01/20/25 71
®
CUSTOMER NAME: COMCAST TRELLEBORG SEALING SOLUTION
LCON: JOHN COSTE PHONE #: 425-235-7160 EMAIL: tuk@extendedstay.com
CUSTOMER CONTACT: BJ WINSTEAD PHONE #: 252-723-1078
EMAIL: bjwinstead@yourtimeclocksolution.com
WFMT #: C.3053795
CMS #: 25081777
ORDER #: N33726081
ARMOR OR DSR #: 1128-2361755
SCOPE OF WORK:
POF: @ MANHOLE T-131, SPLICE LRE25, 491 TO EXISTING 60 FIBER [A2VG5] FALLING TO MANHOLE T-129. @ MANHOLE 129, SPLICE FROM THE 60-FIBER [A2VG5] TO
THE 144-FIBER [TP54]. COUNT FALLS TO HANDHOLE 127. @ HANDHOLE 127, SPLICE FROM THE 144-FIBER [TP54] TO THE 144-FIBER [TP59]. COUNT FALLS TO
MANHOLE 580. @ SPLICE LRE25, 491 FROM THE 144-FIBER [TP59] TO THE 72-FIBER [A3CTK]. COUNT FALLS TO MANHOLE T-122. @ MANHOLE T-122, SPLICE FROM
THE 72-FIBER [A3CTK] TO THE 72-FIBER [A3D56]. COUNT FALLS TO HANDHOLE 15580. @ HANDHOLE 15580, SPLICE LRE25, 491 FROM THE 72-FIBER [A3D56] TO THE
72-FIBER [TR06]. COUNT FALLS TO MANHOLE 659. @ MANHOLE 659, SPLICE LRE25, 491 FROM THE 72-FIBER [TR06] TO THE 72-FIBER [TQY8]. COUNT FALLS TO
HANDHOLE 15580. THEN AGAIN @ HANDHOLE 15580, SPLICE LRE25, 491 FROM THE 72-FIBER [TQY8] TO THE 72-FIBER [A3CJR]. COUNT FALLS TO HANDHOLE 15635.
@ HANDHOLE 15635, (UNKNOWN WHICH HANDHOLE) SPLICE LRE25, 491 FROM THE 72-FIBER [A3CJR] TO THE 24-FIBER [TQY5]. COUNT FALLS TO ACCESS POINT.
@ ACCESS POINT, TERMINATE ON THE EXISTING 24-FDP INSIDE 15635 W VALLEY HWY & TEST END TO END. UTILIZE LRE25, 491 FOR TURN-UP OF THE NEW DEVICE.
SH OF DRAFTED BY: MOUNTAIN LTD/
MT LTD ENGINEER: RICK FERDINANDO
PHONE NO: 206-276-3165
EMAIL: rick.ferdinando@lumen.com
FIBER ENGINEER: TERI BRETZ
PHONE NO: 253-458-6614
EMAIL: teresa.bretz@lumen.com
REVISION # SHEET # REASON FOR REVISION REVISED BY DATE
REVISION - V2 1, RMV 3-4 & RE # NEW POF MH 580, REMOVE SHTS 3-4, UPDATE NEW SHT 3 & RE #, SOW & NOTES SL 01/22/25
REVISION - V3 1, NEW 3-5 REV 6-7 NEW POF MH T-131 + ADD MH T-129 & HH 127 (NEW DWGS), UPDATE SOW, V-MAP, RE # & NOTES SL 06/11/25
MFP25006430
T T T T T
E E E E E
CATV CATV CATV CATV CATV CATV CATV CATV
G G G G G
TS TS TS TS TS
W W W W W
S S S S S
SD SD SD SD SD
C/L C/L C/L C/L C/L C/L
R/W R/W R/W R/W R/W R/W R/W
P/L P/L P/L P/L P/L P/L
B/C B/C B/C B/C B/C B/C B/C B/C
EOP EOP EOP EOP EOP
T
T
T
USAM
E
E
PWR
E
E
CATV
CATV
TV
TV
CA
T
V
CA
T
V
C
A
T
V
CA
T
V
CA
T
V
CA
T
V
C
A
T
V
CA
T
V
V
TS
C/
L
C/
L
V
W
S SD
V
E
T
T
T
XXX'
XXX'
XXX'
XXX'
X
IRRIG IRRIG
F1
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENT
JOB:
RNGE:SECT:TOWN:
GEO CODE:
WC CLLI:
BEFORE YOU DIG
811
CALL TWO WORKING DAYS
RNGE:SECT:TOWN:
JOB:
GEO CODE:
WC CLLI:DRAFTED BY: MOUNTAIN LTD/SH OF SL
15635 W VALLEY HWY
TUKWILA, WA 98188
P.193231
W26226
RNTNWA01
23N 4E 24
01/20/25 72
®
MT LTD ENGINEER: RICK FERDINANDO
PHONE NO: 206-276-3165
EMAIL: rick.ferdinando@lumen.com
FIBER ENGINEER: TERI BRETZ
PHONE NO: 253-458-6614
EMAIL: teresa.bretz@lumen.com
MFP25006430
NOTE:
FOR UNDERGROUND ACTIVITY: TEST AND VENTILATE
MANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACE
WARNING DEVICES AND WORK AREA PROTECTION AS
REQUIRED, AND USE EYE AND HEAD SAFETY PROTECTION
PER FEDERAL, STATE, AND LOCAL REGULATIONS.
E
O
P
E
O
P
EO
P
EOP
E
O
P
E
O
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
E
O
P
E
O
P
E
O
P
E
O
P
EOP
EO
P
E
O
P
E
O
P
R/W
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 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
E
O
P
E
O
P
C
/
L
R
/
W
R
/
W
R
/
W
R/
W
SW 16th STREET
SIDEWALK
SIDEWALK
LI
N
D
A
V
E
S
W
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
MA
P
L
E
A
V
E
S
W
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
PO
F
L
M
N
M
H
T
-
1
3
1
10
'
47'
1600
PARCEL
#3340403320
46'
49'
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
10
'
10
'
10
'
10
'
40'
316
PARCEL
#3340403885
PARCEL
#3340403890
6'
NOTE:
POF: @ MANHOLE T-131, SPLICE
LRE25, 491 TO EXISTING 60 FIBER
[A2VG5] FALLING TO MANHOLE T-129.
46
'
48
'
94'84'
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
E
O
P
E
O
P
E
O
P
EOP EOP EOP EOP EOP
E
O
P
E
O
P
T
35
SPEED
LIMIT
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENT
RNGE:SECT:TOWN:
JOB:
GEO CODE:
WC CLLI:
BEFORE YOU DIG
811
CALL TWO WORKING DAYS
3
R
SL
15635 W VALLEY HWY
TUKWILA, WA 98188
P.193231
W26226
RNTNWA01
23N 4E 24
01/20/25 7SH OF DRAFTED BY: MOUNTAIN LTD/
MT LTD ENGINEER: RICK FERDINANDO
PHONE NO: 206-276-3165
EMAIL: rick.ferdinando@lumen.com
FIBER ENGINEER: TERI BRETZ
PHONE NO: 253-458-6614
EMAIL: teresa.bretz@lumen.com
MFP25006430
NOTE:
FOR UNDERGROUND ACTIVITY: TEST AND VENTILATE
MANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACE
WARNING DEVICES AND WORK AREA PROTECTION AS
REQUIRED, AND USE EYE AND HEAD SAFETY PROTECTION
PER FEDERAL, STATE, AND LOCAL REGULATIONS.
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
EOP
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 R/W R/W R/W R/W R/W R/W
EOP EOP EOP EOP EOP
EOP EOP EOP
NOTE:
@ MANHOLE 129, SPLICE FROM THE
60-FIBER [A2VG5] TO THE 144-FIBER
[TP54]. COUNT FALLS TO HANDHOLE 127.
LM
N
M
H
T
-
1
2
9
20
'
R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W
38
'
22
'
13
'
12
'
13
'
SW 16th STREET
SIDEWALK
SIDEWALK
800
PARCEL
#3340406430
900
PARCEL
#33404062600
801
PARCEL
#3340405300
35
SPEED
LIMIT
T
35
SPEED
LIMIT
E
O
P
E
O
P
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENT
RNGE:SECT:TOWN:
JOB:
GEO CODE:
WC CLLI:
BEFORE YOU DIG
811
CALL TWO WORKING DAYS
4
R
SL
15635 W VALLEY HWY
TUKWILA, WA 98188
P.193231
W26226
RNTNWA01
23N 4E 24
01/20/25 7SH OF DRAFTED BY: MOUNTAIN LTD/
MT LTD ENGINEER: RICK FERDINANDO
PHONE NO: 206-276-3165
EMAIL: rick.ferdinando@lumen.com
FIBER ENGINEER: TERI BRETZ
PHONE NO: 253-458-6614
EMAIL: teresa.bretz@lumen.com
MFP25006430
NOTE:
FOR UNDERGROUND ACTIVITY: TEST AND VENTILATE
MANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACE
WARNING DEVICES AND WORK AREA PROTECTION AS
REQUIRED, AND USE EYE AND HEAD SAFETY PROTECTION
PER FEDERAL, STATE, AND LOCAL REGULATIONS.
E
O
P
E
O
P
E
O
P
EOP EOP
EOP EOP
R/W R/W R/W
E
O
P
EO
P
EOP EOP EOP EOP
R
/
W
R
/
W
R
/
W
R/W
R/W R/W R/W R/W R/W R/W
E
O
P
E
O
P
EOP
R/W
R/W
E
O
P
E
O
P
EOP
E
O
P
E
O
P
E
O
P
E
O
P
35
SPEED
LIMIT
T
10
'
35
'
26
'
136'
R
/
W
R
/
W
R
/
W
R
/
W
51'
32'
R
/
W
R
/
W
R
/
W
R/W
33'
R/W R/W
R
/
W
R/
W
R/W R/W R/W
PARCEL
#3340406255
1120
PARCEL
#3340406120
900
PARCEL
#3340406260
1101
PARCEL
#3340405300
PARCEL
#2423049136
OA
K
E
S
D
A
L
E
A
V
E
S
W
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SW 16th STREET
SIDEWALK
SIDEWALK
LM
N
H
H
1
2
7
13
'
13
'
13
'
34
'
26
'
11'11'11'11'11'
11'11'11'11'11'
11
'
11
'
11
'
NOTE:
@ HANDHOLE 127, SPLICE
FROM THE 144-FIBER [TP54] TO
THE 144-FIBER [TP59]. COUNT
FALLS TO MANHOLE 580.
EO
P
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENT
RNGE:SECT:TOWN:
JOB:
GEO CODE:
WC CLLI:
BEFORE YOU DIG
811
CALL TWO WORKING DAYS
5
R
SL
15635 W VALLEY HWY
TUKWILA, WA 98188
P.193231
W26226
RNTNWA01
23N 4E 24
01/20/25 7SH OF DRAFTED BY: MOUNTAIN LTD/
MT LTD ENGINEER: RICK FERDINANDO
PHONE NO: 206-276-3165
EMAIL: rick.ferdinando@lumen.com
FIBER ENGINEER: TERI BRETZ
PHONE NO: 253-458-6614
EMAIL: teresa.bretz@lumen.com
MFP25006430