HomeMy WebLinkAboutMFP25002485.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP25002485
IVR Number: 25002485
Permit Information
Permit Name: Century Link Permits;; P.295171 Alaska Airlines (splicing and accessing manholes)
Address/Location:05/19/2025Application Date:2423049022Parcel Number: 1301 SW 16TH ST
Permit Type:07/08/2025Issue Date:Franchise
Permit Work Class:07/08/2026Expiration Date:Major Utility
Job Number: P.295171Franchise Type:Telephone
Description: Century Link ;; Franchise permit to access existing manholes and splice fiber to bring service to project address.
Contacts
Name Address PhoneTypeBilling
Rebecca Kelley
Lumen Technologies, formerly QWEST
23315 66th Avenue
Kent, WA 98032
B: (253) 213-2226
C: (253) 213-2226
Applicant
Nathan Macleod
Lumen
7850 S Trafton ST BLDG B, BLDG B
Tacoma, WA
B: (253) 583-6283
H: (253) 583-6283
C: (253) 583-6283
ApplicantX
Cheyenne Classen
North Sky Communications
2112 97th Ave E
Tacoma, WA 98444
Contact
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
MFP25002485
Monday Friday 8:00am 3:00pm
Scott Warlick CED 7/8/2025
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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.
S R 5 15S R 5 1 5S PUGET DR1400SR 515
TRAFFIC CONTROL P LANJOB # P.295171.C.09PERMIT #
Date:5/14/2025 Author:JORGIA DURR Project:P.295171.C.09DRAFTED 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 LegendMANHOLEWORK TRUCKCONESSSPOTTERWork Area
NOT TO SCALE NMERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 6810161519
345599999
711
11
181820
406075225250275
115 115165295495550605660715
85150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L
6666
33344
77
2025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350
68810
3455999 660600
80125180245320540720780840
61016191997
182221
12 4065
300330
90125160270360390420
1010
34556991112 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 P LANIN ANY FORM WITHOUT EXP RESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.comDrafted: 5/14/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
SMH 211-1EXITCLOSEDDETOUR
WORK AREA+/- 10' X 100'
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEADROADWORKAHEAD
X
X
XX
Comments: THIS IS TO ACCESS MH 211-1THIS IS PARKING LOT WORKDRIVEWAY CLOSED AT WORK AREACOORDINATE WITH BUSINESS PRIOR TO WORK FOR DRIVEWAY CLOSURESPOTTER WILL ASSIST AT WORK AREAPARKING RESTRICTED AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
SPEED LIMIT40 SPEED LIMIT40
SPEED LIMIT25
SPEED LIMIT40
1400 SR 515MH 211-1 ACCESSPARKING LOT WORK
NO PARKINGFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
w w w.invarion.comMFP25002485
SW 16TH ST
OAKESDALE AVE SW
DWYDWYDWYDWYDWYSPEED 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
w w w.invarion.com
DWYDWYSW 16TH ST SW 16TH STRAYMOND AVE SWRAYMOND AVE SWSPEED 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
w w w.invarion.com
S
R
5
1
5
S
R
5
1
5
S 15TH ST S PUGET DRSMITHERS AVE SMORRIS AVE SSPEED LIMIT25
SPEED LIMIT25 SPEED LIMIT25
N
MH 552
WORK AREA+/- 11' X 110'ROADWORKAHEAD BEPREPAREDTO STOP
ROADWORKAHEAD
ROADWORKAHEADBEPREPAREDTO STOP
BEPREPAREDTO STOP
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
XXX
X
X
X
X
X X
X
X
X
S 15TH ST @ SMITHERS AVE SMH 552 ACCESSONE LANE TWO WAY WITH FLAGGERS TRAFFIC CONTROL P LANJOB # P.295171.C.09PERMIT #
Date:5/13/2025 Author:JORGIA DURR P roject:P.295171.C.09DRAFTED 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
LegendWORK TRUCKMANHOLECONESWork AreaFLAGGERNOT TO SCALE MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 6810161519
345599999
711
11
181820
406075225250275
115 115165295495550605660715
85150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L
6666
33344
77
2025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350
68810
3455999 660600
80125180245320540720780840
61016191997
182221
12 4065
300330
90125160270360390420
1010
34556991112 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 P LANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com
Drafted: 5/13/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
Comments: THIS IS TO ACCESS MH 552THIS IS A ONE LANE TWO WAY WITH FLAGGERSFLAGGERS WILL ASSIST DRIVEWAYS AND PEDESTRIANS AT WORK AREASTOP SIGNS WILL BE COVERED DURING FLAGGER CONTROL OF INTERSECTIONREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
w w w.invarion.comMFP25002485
DAVIS AVE S S 15TH STSHATTUCK AVE SWHITWORTH AVE SMORRIS AAVE SDAVIS AVE SSPEED LIMIT25
SPEED LIMIT25 SPEED LIMIT25SPEED LIMIT25 ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
S 15TH ST @ SHATTUCK AVE SMH T136 ACCESSSHOULDER WORK
MH T-136WORK AREA+/- 8' X 40'SHOULDERWORKNOPARKINGFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
ROADWORKAHEADROADWORKAHEAD
S SHOULDERSHOULDER
X
X
X
X X
X
TRAFFIC CONTROL P LANJOB # P.295171.C.09PERMIT #
Date:5/13/2025 Author:JORGIA DURR P roject:P.295171.C.09DRAFTED 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
LegendGRAVELMANHOLEWork AreaCONESSSPOTTERWORK TRUCK
NOT TO SCALE
N
MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 6810161519
345599999
711
11
181820
406075225250275
115 115165295495550605660715
85150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L
6666
33344
77
2025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350
68810
3455999 660600
80125180245320540720780840
61016191997
182221
12 4065
300330
90125160270360390420
1010
34556991112 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 P LANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com
Drafted: 5/13/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
Comments: THIS IS TO ACCESS MH T-136THIS IS SHOULDER WORKSPOTTER WILL ASSIST AT WORK AREAPARKING RESTRICTED AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
w w w.invarion.comMFP25002485
S 15TH STALLEY DAVIS AVE SDAVIS AVE SS 14TH STS 14TH ST
LAKE AVE S
SPEED LIMIT25
SPEED LIMIT25 SPEED LIMIT25
SPEED LIMIT25
N
MH T-134
WORK AREA+/- 11' X 110'ROADWORKAHEADBEPREPAREDTO STOP
ROADWORKAHEAD
BEPREPAREDTO STOP
ROADWORKAHEAD
ROADWORKAHEAD
X
X
X
X
X X X
XX
S 15TH ST @ LAKE AVE SMH T134 ACCESSONE LANE TWO WAY WITH FLAGGERSComments: THIS IS TO ACCESS MH T-134THIS IS A ONE LANE TWO WAY WITH FLAGGERSFLAGGERS WILL ASSIST AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
TRAFFIC CONTROL P LANJOB # P.295171.C.09PERMIT #
Date:5/14/2025 Author:JORGIA DURR Project:P.295171.C.09DRAFTED 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 LegendMANHOLEWORK TRUCKCONESFLAGGERWork Area
NOT TO SCALE MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 6810161519
345599999
711
11
181820
406075225250275
115 115165295495550605660715
85150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L
6666
33344
77
2025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350
68810
3455999 660600
80125180245320540720780840
61016191997
182221
12 4065
300330
90125160270360390420
1010
34556991112 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 P LANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com
Drafted: 5/14/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
w w w.invarion.comMFP25002485
SW 16TH ST SW 16TH STRAYMOND AVE SWRAYMOND AVE SWSW 16TH ST @ RAYMOND AVE SWMH T129 ACCESSONE LANE TWO WAY WITH FLAGGERS DWYSPEED LIMIT35
SPEED LIMIT35
MH T129
ROADWORKAHEAD BEPREPAREDTO STOP
BEPREPAREDTO STOP
BEPREPAREDTO STOP
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
X
X X X
XXX
X
X
X
Comments: THIS IS TO ACCESS MH T129THIS IS A ONE LANE TWO WAY WITH FLAGGERSFLAGGERS WILL ASSIST DRIVEWAYS AND PEDESTRIANS AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
WORK AREA+/- 13' X 60'
WORK AREA+/- 13' X 100'
ONE LANEROADAHEAD KEEPRIGHTKEEPRIGHTKEEPRIGHTKEEPRIGHTKEEPRIGHTKEEPRIGHTONE LANEROADAHEAD
ONE LANEROADAHEAD
TRAFFIC CONTROL P LANJOB # P.295171.C.09PERMIT #
Date:5/13/2025 Author:JORGIA DURR P roject:P.295171.C.09DRAFTED 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 TRUCKFLAGGERWork Area
NOT TO SCALE
N
MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 6810161519
345599999
711
11
181820
406075225250275
115 115165295495550605660715
85150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L
6666
33344
77
2025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350
68810
3455999 660600
80125180245320540720780840
61016191997
182221
12 4065
300330
90125160270360390420
1010
34556991112 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 EXP RESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com
Drafted: 5/13/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
w w w.invarion.comMFP25002485
SW 16TH ST
OAKESDALE AVE SW
DWYDWYDWYDWYDWYSPEED 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 P OLICE OFFICER
XXX X
X
X
X X X XL/2
X
X
X Comments: 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 P LANJOB # P.295171.C.09PERMIT #
Date:5/14/2025 Author:JORGIA DURR Project:P.295171.C.09DRAFTED 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 6810161519
345599999
711
11
181820
406075225250275
115 115165295495550605660715
85150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L
6666
33344
77
2025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350
68810
3455999 660600
80125180245320540720780840
61016191997
182221
12 4065
300330
90125160270360390420
1010
34556991112 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 P LANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com
Drafted: 5/14/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
w w w.invarion.comMFP25002485
SW 16TH STOAKESDALE AVE SW
DWYDWYDWYDWYDWYSW 16TH STOAKESDALE AVE SWNROADWORKAHEAD
ROADWORKAHEAD ROADWORKAHEAD
ROADWORKAHEADLANESHIFTAHEAD
CENTERLANECLOSEDAHEAD
MH 126WORK AREA+/- 12' X 170'S X X X
XX
L/2
X
X
Comments: THIS IS TO ACCESS MH 126THIS IS A LANE SHIFT AND CENTER LANE CLOSURESPOTTER WILL ASSIST PEDESTRIANS AT WORK AREADRIVEWAYS WILL REMAIN ACCESSIBLE AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHSSW 16TH ST @ OAKESDALE AVE SWMH 126 ACCESSCENTER LANE CLOSURELANE SHIFT TRAFFIC CONTROL P LANJOB # P.295171.C.09PERMIT #
Date:5/13/2025 Author:JORGIA DURR P roject:P.295171.C.09DRAFTED 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 AreaWORK TRUCKSSPOTTERNOT TO SCALE
N
MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 6810161519
345599999
711
11
181820
406075225250275
115 115165295495550605660715
85150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L
6666
33344
77
2025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350
68810
3455999 660600
80125180245320540720780840
61016191997
182221
12 4065
300330
90125160270360390420
1010
34556991112 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 P LANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com
Drafted: 5/13/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
SPEED LIMIT35
SPEED LIMIT35
SPEED LIMIT35
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SW 16TH STOAKESDALE AVE SW
DWYDWYDWYDWYSW 16TH STOAKESDALE AVE SW1301SW 16TH ST
TRAFFIC CONTROL P LANJOB # P.295171.C.09PERMIT #
Date:5/14/2025 Author:JORGIA DURR P roject:P.295171.C.09DRAFTED 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
LegendMANHOLEWORK TRUCKCONESWork AreaSSPOTTERNOT TO SCALE
N
MERGING DEVICES DEVICESSHIFTING12 FEETL1/2 L
770
6 6810161519
345599999
711
11
181820
406075225250275
115 115165295495550605660715
85150305330370385
MERGING DEVICES DEVICESSHIFTING11 FEETL1/2 LMERGINGDEVICESDEVICESSHIFTING10 FEETL1/2 L
6666
33344
77
2025303540455055606570
2535507015090170185200220200
DEVICESLENGTHMPHSHOULDER TAPERSASSUMES 10' SHOULDER2025303540455055606570
MPHLANEWIDTH
70065060055050045027020515010570 668810161614151719
355575105135225250275300325350
68810
3455999 660600
80125180245320540720780840
61016191997
182221
12 4065
300330
90125160270360390420
1010
34556991112 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 P LANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com
Drafted: 5/14/2025Jorgia DurrTCS # ES2 000149TCS #Exp.3/31/2027Phone 253-737-5198jd.durr@outlook.com_______________________Jorgia Durr
CBO MH 1EXITCLOSED
Comments: THIS IS TO ACCESS CBO MH 1THIS IS PARKING LOT WORKSPOTTER WILL ASSIST AT WORK AREAEXIT CLOSED AT WORK AREATRAFFIC DETOURED TO OTHER EXITSCOORDINATE WITH BUSINESSES PRIOR TO WORK FOR EXIT CLOSUREREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
ROADWORKAHEAD
ROADWORKAHEAD
X
X
1301 SW 16TH STCBO MH 1 ACCESSPARKING LOT WORK
DETOURS
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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.20200000000”NVICINITY MAPSL1301 SW 16TH STREETRENTON, WA 98057P.295171W26226RNTNWA0123N5E1902/26/22591®CUSTOMER NAME: ALASKA AIRLINESLCON: N/APHONE #: N/AEMAIL: n/aWFMT #: A.3056323ORDER #: N29509957ARMOR OR DSR #: 0128-2520698 & 0128-2520715SCOPE OF WORK:POF: @ MANHOLE 211-1, SPLICE FROM EXISTING 864 COUNT FIBER CABLE [SF00] TO EXISTING 144 COUNT FIBER CABLE [TF20] FALLING TO MANHOLE 552.@ MANHOLE 552, SPLICE FROM EXISTING 144 COUNT FIBER CABLE [TF20] TO EXISTING 144 COUNT FIBER CABLE [TCM8] FALLING TO MANHOLE T136. @ MANHOLET136, SPLICE FROM EXISTING 144 COUNT FIBER CABLE [TCM8] TO EXISTING 144 COUNT FIBER CABLE [A3LBL] FALLING TO MANHOLE T134. @ MANHOLE T134, SPLICEFROM EXISTING 144 COUNT FIBER CABLE [A3LBL] TO EXISTING 24 COUNT FIBER CABLE [GJ09] FALLING TO MANHOLE T129. @ MANHOLE T129, SPLICE FROMEXISTING 24 COUNT FIBER CABLE [GJ09] TO EXISTING 144 COUNT FIBER CABLE [GM48] FALLING TO HANDHOLE 127. @ HANDHOLE 127, SPLICE FROM EXISTING 144COUNT FIBER CABLE [GM48] TO NEW 48 FIBER [TQF6] FOR 1050' THRU EXISTING CONDUIT THRU HANDHOLE A3MB9 TO MANHOLE 126. @ MANHOLE 126, PLACE 1321'OF NEW 24 FIBER CABLE [A3MD7] INTO EXISTING CONDUIT THRU HANDHOLE A3MB9 & CBO MANHOLE 1 TO MPOP. @ MPOP, USE ENTRANCE FACILITIES TOTERMINATE FIBERS TO THE FDP. TEST FIBERS END TO END & TURN-UP NEW EQUIPMENT.SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: TERI BRETZPHONE NO: 253-458-6614EMAIL: teresa.bretz@lumen.comMFP25002485This 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
TTTTTEEEEE CATV CATV CATV CATV CATV CATV CATV CATV GGGGG TS TS TS TS TS WWWWW 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 TTTUSAMEEPWREE CATV
CATV TVTV CATV CATV CATV CATV CATV CATV CATV CATV VTS C/L C/L VWSSDVETTTXXX'XXX'XXX'XXX'X IRRIG IRRIG F1TTTTTTNOTICE-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 SL1301 SW 16TH STREETRENTON, WA 98057P.295171W26226RNTNWA0123N5E1902/26/22592®MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: TERI BRETZPHONE NO: 253-458-6614EMAIL: teresa.bretz@lumen.comMFP25002485
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 DAYS3RSL1301 SW 16TH STREETRENTON, WA 98057P.295171W26226RNTNWA0123N5E1902/26/2259SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comDRI
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Y 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 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 C/L C/L 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 R/W R/W R/W R/W R/W EOP EOP EOP 9'44'
LMN
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1 NOTE:POF: @ MANHOLE 211-1, SPLICEFROM EXISTING 864 COUNT FIBERCABLE [SF00] TO EXISTING 144COUNT FIBER CABLE [TF20]FALLING TO MANHOLE 55210'
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10'
10'
10'BENSON DRIVE S.SIDEWALKS. PUGET DRIVESIDEWALKSIDEWALKSIDEWALKPARCEL#7231600515PARCEL#2023059090PARCEL#202305901039'
49'45'69'35SPEEDLIMIT30SPEEDLIMITTFIBER ENGINEER: TERI BRETZPHONE NO: 253-458-6614EMAIL: teresa.bretz@lumen.comMFP25002485
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 DAYS4RSL1301 SW 16TH STREETRENTON, WA 98057P.295171W26226RNTNWA0123N5E1902/26/2259SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.com 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 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 C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L LMN MH 552
NOTE:@ MANHOLE 552, SPLICE FROM EXISTING144 COUNT FIBER CABLE [TF20] TOEXISTING 144 COUNT FIBER CABLE [TCM8]FALLING TO MANHOLE T136.S.15th STREETSHOULDERSHOULDER24'30'30'57'15' EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W 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 R/W R/W R/W R/W R/W SMITHERS AVE S. C/L C/L C/L C/L 9'9'23'17'12'12'1450PARCEL#7231600535PARCEL#723160051525SPEEDLIMITTFIBER ENGINEER: TERI BRETZPHONE NO: 253-458-6614EMAIL: teresa.bretz@lumen.comMFP25002485
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 DAYS5RSL1301 SW 16TH STREETRENTON, WA 98057P.295171W26226RNTNWA0123N5E1902/26/2259SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.com 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 R/W R/W R/W R/W R/W R/W R/W R/W C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L S.15th STREETSHOULDERSHOULDER EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W 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 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W SHATTUCK AVE S. EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP LMN MH T136
TNOTE:@ MANHOLE T136, SPLICE FROMEXISTING 144 COUNT FIBER CABLE[TCM8] TO EXISTING 144 COUNTFIBER CABLE [A3LBL] FALLING TOMANHOLE T134.30'0'44' C/L C/L C/L C/L C/L 24'29'29'18'10'10'420PARCEL#723160008512'12'1432PARCEL#723160007025SPEEDLIMITFIBER ENGINEER: TERI BRETZPHONE NO: 253-458-6614EMAIL: teresa.bretz@lumen.comMFP25002485
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 DAYS6RSL1301 SW 16TH STREETRENTON, WA 98057P.295171W26226RNTNWA0123N5E1902/26/2259SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comNOTE:@ MANHOLE T134, SPLICE FROM EXISTING144 COUNT FIBER CABLE [A3LBL] TOEXISTING 24 COUNT FIBER CABLE [GJ09]FALLING TO MANHOLE T129. EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 11'30'30' 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 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 C/L C/L C/L C/L C/L C/L 1508LAKE AVE S.PARCEL#3340401405LMN MH T134S.15th STREET10'30'32'LAKE AVE S.26'19'220PARCEL#334040150510'11'1503PARCEL#334040119025SPEEDLIMITTFIBER ENGINEER: TERI BRETZPHONE NO: 253-458-6614EMAIL: teresa.bretz@lumen.comMFP25002485
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. 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 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 EOP T800PARCEL#3340406430801PARCEL#3340405300SW 16th STREETSIDEWALKSIDEWALKLMN MH T-1298'13'13'13'38'22'NOTE:@ MANHOLE T-129, PUSH LRE14, 9-10FROM EXISTING FIBER CABLE [A2VG5]TO EXISTING FIBER CABLE [TP54]FALLING TO HANDHOLE 127.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 DAYSSL1301 SW 16TH STREETRENTON, WA 98057P.295171W26226RNTNWA0123N5E1902/26/22597RSH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: TERI BRETZPHONE NO: 253-458-6614EMAIL: teresa.bretz@lumen.comMFP25002485
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. EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W 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 EOP EOP EOP EOP R/W EOP EOP 35SPEEDLIMITT10'35'26'136' R/W R/W R/W 51'32' R/W R/W R/W R/W R/W 33' R/W R/W R/W R/W R/W R/W R/W PARCEL#33404062551120PARCEL#3340406120900PARCEL#33404062601101PARCEL#3340405300PARCEL#2423049136OAKESDALE AVE SWSIDEWALKSIDEWALK
SW 16th STREETSIDEWALKSIDEWALK0+00 LMN
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13'13'13'34'26'11'11'11'11'11'11'11'11'11'11'11'11'11'NOTE:@ HANDHOLE 127, SPLICE FROM EXISTING 144COUNT FIBER CABLE [GM48] TO NEW 48 FIBER[TQF6] FOR 1050' THRU EXISTING CONDUITTHRU HANDHOLE A3MB9 TO MANHOLE 126.SEE SHEET 9
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 DAYS8RSL1301 SW 16TH STREETRENTON, WA 98057P.295171W26226RNTNWA0123N5E1902/26/2259SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: TERI BRETZPHONE NO: 253-458-6614EMAIL: teresa.bretz@lumen.comMFP25002485
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.164'5' 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 R/W R/W R/W T EOP 35SPEEDLIMIT R/W R/W R/W R/W R/W R/W R/W R/W 54'26'1300PARCEL#24230490481301SW 16th STREETPARCEL#2423049022SW 16th STREETSIDEWALKSIDEWALK11'11'11'NOTE:@ MANHOLE 126, PLACE 1321' OF NEW24 FIBER CABLE [A3MD7] INTO EXISTINGCONDUIT THRU THRU HANDHOLEA3MB9 & CBO MANHOLE 1 TO MPOP.NOTE:@ MPOP, USE ENTRANCE FACILITIES TOTERMINATE FIBERS TO THE FDP. TEST FIBERSEND TO END & TURN-UP NEW EQUIPMENT. EOP 25'C CBO MH 1SEE SHEET 9
SEE SHEET 820+20 MPOPT5'8+00 LMN HH A3MB9PLACED ON P.04402210+50 LMN MH 126
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 DAYS9RSL1301 SW 16TH STREETRENTON, WA 98057P.295171W26226RNTNWA0123N5E1902/26/2259SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: TERI BRETZPHONE NO: 253-458-6614EMAIL: teresa.bretz@lumen.comMFP25002485