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HomeMy WebLinkAboutMFP24000019.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24000019
IVR Number: 24000019
Permit Information
Permit Name: N.932476
Address/Location:01/02/2024Application Date:3023059104Parcel Number: 3600 EAST VALLEY RD
Permit Type:02/22/2024Issue Date:Franchise
Permit Work Class:02/21/2025Expiration Date:Minor Utility
Job Number: N.932476Franchise Type:Telephone
Description: Lumen access to MH377, 376, 375, 373, & HH X 1, 348, & 3600 for splicing.
3600 E Valley Rd
Contacts
Name Address PhoneTypeBilling
Nathan Macleod
Lumen
7850 S Trafton St, Bldg B
Tacoma, WA 98409
C: (253) 583-6283ApplicantX
Prime Electric Inc 3460 161ST Ave SE
Bellevue, WA 98008
Applicant
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549Applicant
Stephen Neumann
Fibe Solutions
604 W Meeker St., Suite 103
KENT, WA 98032
C: (425) 753-1916Applicant
Jesse Patjens
CenturyLink / Lumen
23315 66th Ave S
Kent, WA 98032
Contact
Kim Parker
QWest Corporation
931 14th St, Suite 1000A
Denver, CO 80202
B: (303) 992-0752Contact
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549Contact
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
QWest/Century Link - Billing 23315 66th Ave S
Kent, WA 98032
Specialized
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
Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐ Electronic Copy of the TCP Application
☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
X
X
N.932476
3600 E Valley Road Renton WA 98057
3/11/2024 3/15/2024 8:00 AM 5:00 PM
NORTH SKY COMMUNICATIONS, LLC
Heather Huskey 360-450-3287
16701 SE McGillivray Blvd., Ste. 200 WA 98683
Access MH377, MH376, MH375, MH373, HH3600, & HH348 for splicing.
MFP24000019
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 2/21/2024
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
Marites Parin
2/9/2024
Traffic Control Planner
Elite Traffic Solutions
206-922-9205
julian@elitetrafficsolutions.com
Renton
KingP.932476 98057
Scope of Work: Manhole Access
Traffic Control Plan: Cover Sheet
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways.
9. Traffic Control Supervisor required for ROW impacts.
All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards.
COVER SHEET
SHEET 1
SHEET 4&5
SHEET 6&7
SHEET 2
SHEET 3
www.invarion.com
MFP24000019
Imagery and map data ©2023, Google
Traffic Control Planner
Elite Traffic Solutions
206-922-9205
julian@elitetrafficsolutions.com
Renton
KingP.932476 98057
Plan Scale
1 : 600 (1'' = 50')
Scope of Work: Manhole Access
Traffic Control Plan: Right Lane Closure w/ UPO
Legend
Bus Stop
Cone
MH MH 377
Sign Stand
S Spotter
P
UPO
Work Area
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways.
9. Traffic Control Supervisor required for ROW impacts.
All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards.
01 OF 07
SW 43RD ST35MPH
LIND AVE SW35MPH 4208 LIND AVE SW
330 SW 43RD ST E
8815 S 180TH ST
8621 S 180TH ST
CONTACT METRO CONSTRUCTION COORDINATOR FOR TRANSIT RELOCATION AND TROLLEY LINES
TROLLEY LINES NOTICE 206-477-1150 & BUS RELOCATION 206-477-1140
MH S
SPOTTER SHALL ASSIST PEDESTRIANS
THROUGH WORKZONE SAFELY.
4' MIN SIDEWALK MAINTAINED
FOR PEDESTRIANS
4'35'
8'
L
X
X
X
ROADWORKAHEAD
W20-1
OR
OR
ROADWORKAHEAD
W20-1
ROAD
WORKAHEAD
W20-1
ROADWORKAHEAD
W20-1
P
W20-7a
W20-7a
XXX
BEPREPAREDTO STOP
W20-9A
X X X
BE
PREPARED
TO STOP
W20-9A W20-7a
BEPREPARED
TO STOP
W20-9A
W20-7a
X
X
X
W4-2 RIGHT LANECLOSEDAHEAD
W20-5
12/30/2023 by:Elite Traffic Solutions
206.922.9205Julian Morales
TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ
11'11'
www.invarion.com
MFP24000019
Renton/Kent Boarder.
Work in city of Kent's ROW
will require additional
approval from Kent.
Imagery and map data ©2023, Google
Traffic Control Planner
Elite Traffic Solutions
206-922-9205
julian@elitetrafficsolutions.com
Renton
KingP.932476 98057
Plan Scale
1 : 600 (1'' = 50')
Scope of Work: Manhole Access
Traffic Control Plan: Right Lane Closure
Legend
Bus Stop
Cone
MH MH 376
Sign Stand
S Spotter
Traffic Light
Work Area
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways.
9. Traffic Control Supervisor required for ROW impacts.
All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards.
02 OF 07
SW 41ST ST35MPH
LIND AVE SW35MPH
4060 LIND AVE SW
425 SW 41ST ST
601 SW 41ST ST
700 SW 41ST ST
MH
S
SPOTTER SHALL ASSIST PEDESTRIANS
THROUGH WORKZONE SAFELY.
4' MIN SIDEWALK MAINTAINED
FOR PEDESTRIANS
4'
35'
8'
L
X
X
X
ROAD
WORK
AHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
OR
ROADWORKAHEAD
W20-1
ROADWORKAHEAD
W20-1
ROADWORK
AHEAD
W20-1
12/30/2023 by:Elite Traffic Solutions
206.922.9205Julian Morales
TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ
11'11'
www.invarion.com
MFP24000019
Imagery and map data ©2023, Google
Traffic Control Planner
Elite Traffic Solutions
206-922-9205
julian@elitetrafficsolutions.com
Renton
KingP.932476 98057
Plan Scale
1 : 600 (1'' = 50')
Scope of Work: Manhole Access
Traffic Control Plan: Right Lane Closure
Legend
Bus Stop
Cone
MH MH 375
Sign Stand
S Spotter
Traffic Light
Work Area
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways.
9. Traffic Control Supervisor required for ROW impacts.
All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards.
03 OF 07
SW 39TH ST35MPH
LIND AVE SW40MPH
3600 LIND AVE SW
3950 LIND AVE SW
501 SW 39TH ST
500 SW 39TH ST
MH
S
SPOTTER SHALL ASSIST PEDESTRIANS
THROUGH WORKZONE SAFELY.
4' MIN SIDEWALK MAINTAINEDFOR PEDESTRIANS
4'35'
8'
L
S
X
X
X
ROADWORK
AHEAD
W20-1
RIGHT LANECLOSED
AHEAD
W20-5
OR
ROADWORKAHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W4-2
12/30/2023 by:
Elite Traffic Solutions
206.922.9205
Julian MoralesTCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ
11'11'
www.invarion.com
MFP24000019
Imagery and map data ©2023, Google
Traffic Control Planner
Elite Traffic Solutions
206-922-9205
julian@elitetrafficsolutions.com
Renton
KingP.932476 98057
Plan Scale
1 : 600 (1'' = 50')
Scope of Work: Manhole Access
Traffic Control Plan: Right Lane Closure
Legend
Cone
MH MH 373
Sign Stand
S Spotter
Work Area
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways.
9. Traffic Control Supervisor required for ROW impacts.
All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards.
04 OF 07
SW 34TH ST35MPH
LIND AVE SW40MPH
3600 LIND AVE SW
3950 LIND AVE SW
3401 LIND AVE SW
500 SW 39TH ST
W4-2
MH
S
SPOTTER SHALL ASSIST PEDESTRIANS
THROUGH WORKZONE SAFELY.
4' MIN SIDEWALK MAINTAINED
FOR PEDESTRIANS
4'
35'
8'
L
X
X
X ROADWORKAHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
OR
ROADWORK
AHEAD
W20-1
ROADWORKAHEAD
W20-1
ROADWORKAHEAD
W20-1
12/30/2023 by:Elite Traffic Solutions
206.922.9205Julian Morales
TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ
11'11'
www.invarion.com
MFP24000019
Imagery and map data ©2023, Google
Traffic Control Planner
Elite Traffic Solutions
206-922-9205
julian@elitetrafficsolutions.com
Renton
KingP.932476 98057
Plan Scale
1 : 600 (1'' = 50')
Scope of Work: Manhole Access
Traffic Control Plan: Right Lane Closure
Legend
Cone
Sign Stand
S Spotter
Work Area
HH X-1
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570645 730
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways.
9. Traffic Control Supervisor required for ROW impacts.
All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards.
05 OF 07
SW 34TH ST35MPH
LIND AVE SW35MPH
3600 LIND AVE SW
3950 LIND AVE SW
3401 LIND AVE SW
500 SW 39TH ST
HH
S
SPOTTER SHALL ASSIST PEDESTRIANS
THROUGH WORKZONE SAFELY.
4' MIN SIDEWALK MAINTAINED
FOR PEDESTRIANS
4'
35'8'
L
11'
11'
12/30/2023 by:
Elite Traffic Solutions
206.922.9205
Julian Morales
TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ
XXX
ROAD
WORKAHEAD
W20-1
RIGHT LANECLOSEDAHEAD
W20-5
OR
ROADWORK
AHEAD
W20-1
ROAD
WORKAHEAD
W20-1
W4-2
ROADWORKAHEAD
W20-1
www.invarion.com
MFP24000019
Imagery and map data ©2023, Google
Traffic Control Planner
Elite Traffic Solutions
206-922-9205
julian@elitetrafficsolutions.com
Renton
KingP.932476 98057
Plan Scale
1 : 600 (1'' = 50')
Scope of Work: Manhole Access
Traffic Control Plan: Lane Shift
Legend
Cone
Sign Stand
S Spotter
Work Area
HH X-1
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570645 730
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways.
9. Traffic Control Supervisor required for ROW impacts.
All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards.
06 OF 07
3600 E VALLY RD
3950 LIND AVE SW
3701 E VALLEY RD
3401 E VALLEY RD
E VALLEY RD35MPH
HH
S
SPOTTER SHALL ASSIST PEDESTRIANS
THROUGH WORKZONE SAFELY.
4' MIN SIDEWALK MAINTAINED
FOR PEDESTRIANS
4'
35'
8'
11'
11'12'11'
X
X
ROADWORKAHEAD
W20-1
ROAD
WORKAHEAD
W20-1
X
X
ROADWORK
AHEAD
W20-1
L/2
L/2
L/2
CENTERLANE
CLOSEDAHEAD
W9-3
B
W1-4
12/30/2023 by:
Elite Traffic Solutions206.922.9205
Julian MoralesTCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ
KEEP
RIGHT
R4-7b
R3-2
R3-2
R3-2
R3-2
www.invarion.com
MFP24000019
Imagery and map data ©2023, Google
Traffic Control Planner
Elite Traffic Solutions
206-922-9205
julian@elitetrafficsolutions.com
Renton
KingP.932476 98057
Plan Scale
1 : 600 (1'' = 50')
Scope of Work: Manhole Access
Traffic Control Plan: Lane Shift
Legend
Cone
Sign Stand
S Spotter
Work Area
HH X-1
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
LENGTH (FEET)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570645 730
(1) All spacing may be adjusted to accommodate interchange ramps,
at-grade intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway
conditions.
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISEDESIGNATED.
60/65 MPH
45/55 MPH
35/40 MPH
25/30 MPH
25 MPH OR LESS
800'
SIGN SPACING=X (FEET) (1)
500'
350'
200'
100'(2)
(2)
FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR AS
PER MUTCD)
MINIMUM TAPER LENGTH (L) IN FEET
Lane
Width
Feet
Posted Speed (mph)
10
11
12
25 30 35 40 45 50 55 60 65 70
105
115
125
150
165
180
205
225
245
265
295
320
450
495
540
500
550
600
550
605
660
660
720 780 840
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
30
20
80
60
40
General Notes:
1. All signs and spacing shall conform to The MUTCD and WAC.
2. Priority passage through the work area for emergency
vehicles vehicles shall be provided at all times.
3. Alert Metro Transit 5 days in advance
4. Protective vehicle recommended may be a work vehicle.
5. Devices should not encroach into adjacent lanes.
6. All signs min. 48 x 48 B/O unless otherwise specified.
7. Channelization devices are 28" reflective cones
8. All sign spacing may be adjusted to accommodate at-gradeintersections and/or driveways.
9. Traffic Control Supervisor required for ROW impacts.
All Signs & Spacing to conform to the MUTCD Standards-reference WSDOT"Work Zone Traffic Control Guidelines M54-44.04 January 2021" & The City of Renton's Standards.
07 OF 07
E VALLEY RD35MPH
3950 LIND AVE SW
3701 E VALLEY RD
3401 E VALLEY RD
HH
S
SPOTTER SHALL ASSIST PEDESTRIANS
THROUGH WORKZONE SAFELY.
4' MIN SIDEWALK MAINTAINEDFOR PEDESTRIANS
4'
35'
8'
11'
X
X
ROADWORK
AHEAD
W20-1
ROADWORKAHEAD
W20-1
X
X
L/2
W1-4
CENTERLANECLOSEDAHEAD
W9-3
L/2
L/2
R3-2
ROADWORK
AHEAD
W20-1 R3-2
R3-2
KEEP
RIGHT
R4-7b
R3-2
W4-119
12/30/2023 by:Elite Traffic Solutions
206.922.9205Julian Morales
TCS #012813Jʅʙiʋɚ Mʝrɪȵeɡ
www.invarion.com
MFP24000019
JOB: 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.00000000CUSTOMER NAME: N/ALCON: N/APHONE #: N/AEMAIL: N/AWFMT #: N/AORDER #: N/AARMOR OR DSR #: N/ASCOPE OF WORK:TCP & PERMIT FOR MANHOLES 377, 367, 375, 373, HANDHOLES X-1, 348 & 3600.NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTSH OF RMT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805717DRAFTED BY: MOUNTAIN LTD/SL 12/12/23FIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.comNVICINITY MAPMFP24000019
TTEE CATV CATV CATV GG TS
TS WW S S SD SD C/L C/L R/W R/W R/W P/L P/L
B/C B/C B/C EOP EOP TTTUSAMEEPWREETVTVVTSVWSSDVETTTXXX'XXX'XXX'XXX'XF1JOB:RNGE:SECT:TOWN:GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSNOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805727DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019
LMN MH 377NOTE:TCP & PERMIT FORMANHOLE 377.16' EOP EOP EOP EOP EO
P
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 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 EOP
EOP
LIND AVE SW
6' SIDEWALK50'40'SIDEWALK
88th AVE S.SW 43rd STREETSIDEWALKSIDEWALKPLANTER
6' PLANTER
PLANTER
PLANTER
EOP 78'48'44'42'37'601PARCEL#31230591694208PARCEL#392680001055'55' R/W R/W R/W R/W R/W R/W R/W R/W R/W SPEEDLIM
IT3555'TNOTE: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.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805737DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019
T EOP EOP EOP
EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W LMN MH 376NOTE:TCP & PERMIT FORMANHOLE 376. EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W SW 41st STREET37'LIND AVE SW
SIDEWALK 47'50'40'55'SIDEWALKSIDEWALK4'
SIDEWALK R/W R/W R/W R/W R/W
R/W 401PARCEL#3926800070601PARCEL#312305916955'35SPEEDLIMIT4060PARCEL#1253800170616PARCEL#3623049001 EOP
EOP EOP EOP EOP EOP 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.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805747DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019
EOP EOP EOP EOP EOP EOP
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EOP
EOP EOP EOP EOP EOP EOP R/W
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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
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R/W R/W
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EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP R/W R/W R/W R/W SW 39th STREETSIDEWALK R/W R/W R/W R/W R/W R/W SIDEWALK14' R/W
R/W R/W 28'LIND AVE SW
SIDEWALK
SIDEWALK
DRIVEWAY8'LMN MH 375NOTE:TCP & PERMIT FORMANHOLE 375.42'3600LIND AVE SWPARCEL#1253600062500PARCEL#1253810020501PARCEL#125381004010'12'55'48'34'3950LIND AVE SWPARCEL#125360006040SPEEDLIMIT35SPEEDLIMIT35'45'85'TNOTE: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.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805757DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019
EOP EOP EOP EOP EO
P
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
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R
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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 NOTE:TCP & PERMIT FORMANHOLE 373.LMN MH 37317' R/W R/W R/W R/W R/W R/W 201PARCEL#1253800211SW 34th STREETSIDEWALKSIDEWALKLIND AVE SW
SIDEWALK
45'6' SIDEWALK 55'55'3401PARCEL#125381001010' PLANTER
41'38'78'39'3324PARCEL#12538000603215PARCEL#125381011035SPEEDLIM
IT EOP EOP EOP EOP EOP EOP EOP TTNOTE:TCP & PERMIT FORHANDHOLES X-1.LMN HH X-1 2' R/W R/W R/W R/W R/W R/W 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.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805767DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019
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 40'30' EOP EOP 35SPEEDLIM
IT LMN HH 348E VALLEY ROAD
6' SIDEWALK
SIDEWALK
14' PLANTER 3401PARCEL#12536000103600E VALLEY ROADPARCEL#3023059104TNOTE:TCP & PERMIT FORHANDHOLE 348.1' EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP T2'10'15'33'44'LMN HH 3600NOTE:TCP & PERMIT FORHANDHOLE 3600.3701PARCEL#1253600020NOTE: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.JOB: BEFORE YOU DIG811CALL TWO WORKING DAYSGEO CODE:WC CLLI:RNGE:SECT:NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTTOWN:RSH OF MT LTD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: ZACHARY THATCHERPHONE NO: 253-797-4657EMAIL: zachary.thatcher@lumen.com23N5E30N.932476W26226KENTWA013600 E VALLEY ROADRENTON, WA 9805777DRAFTED BY: MOUNTAIN LTD/SL 12/12/23MFP24000019
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24000019
(Date)(Signature)
Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES