HomeMy WebLinkAboutMFP23006131.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23006131
IVR Number: 23006131
Permit Information
Permit Name: A.3002389
Address/Location:12/11/2023Application Date:3340404000Parcel Number: 1801 LIND AVE SW
Permit Type:12/20/2023Issue Date:Franchise
Permit Work Class:12/19/2024Expiration Date:Minor Utility
Job Number: A.3002389Franchise Type:Telephone
Description: A.3002389_Lumen to access MH522, MHT 136, MHT 134, MH362, MH364, MH529, and MH365. This will not be a
disturbance of surface.
Contacts
Name Address PhoneTypeBilling
Nathan Macleod
Lumen
7850 S Trafton St, Bldg B
Tacoma, WA 98409
C: (253) 583-6283Applicant
Stephen Neumann
Fibe Solutions
604 W Meeker St., Suite 103
KENT, WA 98032
C: (425) 753-1916Applicant
Austin Sweeney
Century Link
23315 66th Ave S
Kent, WA 98032
C: (253) 766-7549ApplicantX
Prime Electric Inc 3460 161ST Ave SE
Bellevue, WA 98008
Applicant
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
Jesse Patjens
CenturyLink / Lumen
23315 66th Ave S
Kent, WA 98032
Contact
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
(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.
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].”
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
Tawnya Longfellow
22517 88th ave S Kent/WA 98031
Project Name: A.3002389 Permit #:
Site Address: 1801 Lind Ave SW
Work Date: From _____________ To _____________ Work Time: Start ______________ End______________
Construction Company: Northsky Communications
1/11/2024 6/11/2024
Lumen to access MH522, MHT-136, MHT-134, MH362, MH364, MH529, and MH365. This will not
be a disturbance of surface.
MFP23006131
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 12/20/2023
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)
Austin Sweeney
Austin Sweeney 12/11/2023
LIND AVE SW
SW 19TH STLIND AVE SW
TRAFFIC CONTROL PLAN
JOB # A.3002389
PERMIT #
Date:12/7/2023 Author:JORGIA DURR Project:A.3002389DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements
1. 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
Legend
MANHOLE
CONES
WORK TRUCK
Arrowboard (Chevron)
S SPOTTER
Work Area
NOT TO SCALE N12/7/2023
Jorgia Durr
TCS # ES2 000149
Phone 253-737-5198
jd.durr@outlook.com
_______________________Jorgia Durr MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
6
6
8
10
16
15
19
3
4
5
5
9
9
9
9
9
7
11
11
18
18
20
40
60
75
225
250
275
115
115
165
295
495
550
605
660
715
85
150
305
330
370
385
MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
6
6
6
6
3
3
3
4
4
7
7
20
25
30
35
40
45
50
55
60
65
70
25
35
50
70
150
90
170
185
200
220
200
DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 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' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
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.com
S
MH 364
L
X
XXX
X
X
ROADWORKAHEAD
RIGHT LANECLOSEDAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
Comments:
THIS IS TO ACCESS MH 364
THIS IS A RIGHT LANE CLOSURE
SIDEWALK IS ACCESSIBLE AT WORK AREA
SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA
REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
LIND AVE SW @ SW 19TH ST
MH 364 ACCESS
RIGHT LANE CLOSURE
WORK AREA
10' X 250'
www.invarion.com
MFP23006131
LIND AVE SW
SW 19TH STDWY
DWYSW 21ST STLIND AVE SW
TRAFFIC CONTROL PLAN
JOB # A.3002389
PERMIT #
Date:12/8/2023 Author:JORGIA DURR Project:A.3002389DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements
1. 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
Legend
CONES
Arrowboard (Chevron)
Work Area
S SPOTTER
WORK TRUCK
MANHOLE
NOT TO SCALE N12/8/2023
Jorgia Durr
TCS # ES2 000149
Phone 253-737-5198
jd.durr@outlook.com
_______________________Jorgia Durr MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
6
6
8
10
16
15
19
3
4
5
5
9
9
9
9
9
7
11
11
18
18
20
40
60
75
225
250
275
115
115
165
295
495
550
605
660
715
85
150
305
330
370
385
MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
6
6
6
6
3
3
3
4
4
7
7
20
25
30
35
40
45
50
55
60
65
70
25
35
50
70
150
90
170
185
200
220
200
DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 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' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
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.com
Comments:
THIS IS TO ACCESS MH 365
THIS IS A RIGHT LANE CLOSURE
SIDEWALK IS ACCESSIBLE AT WORK AREA
DRIVEWAYS WILL REMAIN ACCESSIBLE AT WORK AREA
SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA
REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
LIND AVE SW @ SW 19TH ST
MH 365 ACCESS
RIGHT LANE CLOSURE
S
MH 365
WORK AREA
10' X 210'
LXX
X
X
XWORK AREA10' X 220'
ROADWORKAHEAD
RIGHT LANECLOSEDAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
X
ROADWORKAHEAD
X
ROADWORKAHEAD
www.invarion.com
MFP23006131
LIND AVE SW
SW 19TH STDWY
TRAFFIC CONTROL PLAN
JOB # A.3002389
PERMIT #
Date:12/8/2023 Author:JORGIA DURR Project:A.3002389DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements
1. 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
Legend
CONES
MANHOLE
WORK TRUCK
S SPOTTER
Work Area
Arrowboard (Chevron)
NOT TO SCALE N12/8/2023
Jorgia Durr
TCS # ES2 000149
Phone 253-737-5198
jd.durr@outlook.com
_______________________Jorgia Durr MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
6
6
8
10
16
15
19
3
4
5
5
9
9
9
9
9
7
11
11
18
18
20
40
60
75
225
250
275
115
115
165
295
495
550
605
660
715
85
150
305
330
370
385
MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
6
6
6
6
3
3
3
4
4
7
7
20
25
30
35
40
45
50
55
60
65
70
25
35
50
70
150
90
170
185
200
220
200
DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 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' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
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.com
S
MH 529
WORK AREA
10' X 70'
L X X X
X
X
X
WORK AREA
10' X 220'
ROADWORKAHEAD
RIGHT LANECLOSEDAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
Comments:
THIS IS TO ACCESS MH 529
THIS IS A RIGHT LANE CLOSURE
SIDEWALK IS ACCESSIBLE AT WORK AREA
DRIVEWAYS WILL REMAIN ACCESSIBLE AT WORK AREASPOTTER WILL ASSIST PEDESTRIANS AT WORK AREAREFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
LIND AVE SW @ SW 19TH ST
MH 529 ACCESS
RIGHT LANE CLOSURE
www.invarion.com
MFP23006131
S 15TH STALLEY DAVIS AVE SD
A
V
I
S
A
V
E
S
S 14TH ST
S 14TH ST
LAKE AVE S
TRAFFIC CONTROL PLAN
JOB # A.3002389
PERMIT #
Date:12/7/2023 Author:JORGIA DURR Project:A.3002389DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements
1. 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
Legend
MANHOLE
CONES
WORK TRUCK
FLAGGER
Work Area
NOT TO SCALE
N
12/7/2023
Jorgia Durr
TCS # ES2 000149
Phone 253-737-5198
jd.durr@outlook.com
_______________________Jorgia Durr MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
6
6
8
10
16
15
19
3
4
5
5
9
9
9
9
9
7
11
11
18
18
20
40
60
75
225
250
275
115
115
165
295
495
550
605
660
715
85
150
305
330
370
385
MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
6
6
6
6
3
3
3
4
4
7
7
20
25
30
35
40
45
50
55
60
65
70
25
35
50
70
150
90
170
185
200
220
200
DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 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' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
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.com
MH T-134
WORK AREA
10' X 110'
ROADWORKAHEAD
BE PREPAREDTO STOP
ROADWORKAHEAD
BE PREPAREDTO STOP
ROADWORKAHEAD
ROADWORKAHEAD
X
X
X
X
X X X
XX
Comments:
THIS IS TO ACCESS MH T-134THIS IS A ONE LANE TWO WAY WITH FLAGGERSFLAGGERS WILL ASSIST DRIVEWAYS AND PEDESTRIANS AT WORK AREA
S 15TH ST @ LAKE AVE S
MH T-134 ACCESS
ONE LANE TWO WAY WITH FLAGGERS
www.invarion.com
MFP23006131
DAVIS AVE S
S 15TH STSHATTUCK AVE SWHITWORTH AVE SMORRIS AAVE SDAVIS AVE STRAFFIC CONTROL PLAN
JOB # A.3002389
PERMIT #
Date:12/7/2023 Author:JORGIA DURR Project:A.3002389DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements
1. 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
Legend
MANHOLE
Work Area
CONES
S SPOTTER
WORK TRUCK
GRAVEL
NOT TO SCALE
N
12/7/2023
Jorgia Durr
TCS # ES2 000149
Phone 253-737-5198
jd.durr@outlook.com
_______________________Jorgia Durr MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
6
6
8
10
16
15
19
3
4
5
5
9
9
9
9
9
7
11
11
18
18
20
40
60
75
225
250
275
115
115
165
295
495
550
605
660
715
85
150
305
330
370
385
MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
6
6
6
6
3
3
3
4
4
7
7
20
25
30
35
40
45
50
55
60
65
70
25
35
50
70
150
90
170
185
200
220
200
DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 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' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
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.com
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
S 15TH ST @ SHATTUCK AVE S
MH T-136 ACCESS
SHOULDER WORK
MH T-136
WORK AREA
8' X 40'
Comments:
THIS IS TO ACCESS MH T-136
THIS IS SHOULDER WORK
SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA
PARKING RESTRICTED AT WORK AREA
SHOULDERWORK
NOPARKINGFROMTOTOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555
ROADWORKAHEAD
ROADWORKAHEAD
S
SHOULDERSHOULDER
X
X
X
X X
X
www.invarion.com
MFP23006131
SR 515SR 515S 15TH ST S PUGE
T
D
RSMITHERS AVE SMORRIS AVE STRAFFIC CONTROL PLAN
JOB # A.3002389
PERMIT #
Date:12/7/2023 Author:JORGIA DURR Project:A.3002389DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements
1. 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
Legend
WORK TRUCK
MANHOLE
CONES
Work Area
FLAGGER
NOT TO SCALE
N
12/7/2023
Jorgia Durr
TCS # ES2 000149
Phone 253-737-5198
jd.durr@outlook.com
_______________________Jorgia Durr MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
6
6
8
10
16
15
19
3
4
5
5
9
9
9
9
9
7
11
11
18
18
20
40
60
75
225
250
275
115
115
165
295
495
550
605
660
715
85
150
305
330
370
385
MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
6
6
6
6
3
3
3
4
4
7
7
20
25
30
35
40
45
50
55
60
65
70
25
35
50
70
150
90
170
185
200
220
200
DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 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' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
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 PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:
JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com
MH 552
WORK AREA
10' X 110'
Comments:
THIS IS TO ACCESS MH 552
THIS IS A ONE LANE TWO WAY WITH FLAGGERS
FLAGGERS WILL ASSIST DRIVEWAYS AND PEDESTRIANS AT WORK AREA
STOP SIGNS WILL BE COVERED DURING FLAGGER CONTROL OF INTERSECTION
ROADWORKAHEAD
BE PREPAREDTO STOP
ROADWORKAHEAD
ROADWORKAHEAD
BE PREPAREDTO STOP
BE PREPAREDTO STOP
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
XXX
X
X
X
X
X X
X
X
X
S 15TH ST @ SMITHERS AVE S
MH 552 ACCESS
ONE LANE TWO WAY WITH FLAGGERS
www.invarion.com
MFP23006131
MAPLE AVE SWLIND AVE SWSW 16TH ST
SW 16TH STLIND AVE SWTRAFFIC CONTROL PLAN
JOB # A.3002389
PERMIT #
Date:12/7/2023 Author:JORGIA DURR Project:A.3002389DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements
1. 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
Legend
MANHOLE
S SPOTTER
CONES
Work Area
WORK TRUCK
NOT TO SCALE
N
12/7/2023
Jorgia Durr
TCS # ES2 000149
Phone 253-737-5198
jd.durr@outlook.com
_______________________Jorgia Durr MERGING DEVICES DEVICESSHIFTING
12 FEETL1/2 L
770
6
6
8
10
16
15
19
3
4
5
5
9
9
9
9
9
7
11
11
18
18
20
40
60
75
225
250
275
115
115
165
295
495
550
605
660
715
85
150
305
330
370
385
MERGING DEVICES DEVICESSHIFTING
11 FEETL1/2 L
MERGING DEVICES DEVICESSHIFTING
10 FEETL1/2 L
6
6
6
6
3
3
3
4
4
7
7
20
25
30
35
40
45
50
55
60
65
70
25
35
50
70
150
90
170
185
200
220
200
DEVICESLENGTHMPH
SHOULDER TAPERSASSUMES 10' SHOULDER
20
25
30
35
40
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450
270
205
150
105
70 6
6
8
8
10
16
16
14
15
17
19
35
55
75
105
135
225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320
540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160
270
360
390
420
10
10
3
4
5
5
6
9
9
11
12 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' MAX
TAPER/ CHANNELIZING DEVICE TABLEMERGING, SHIFTING, AND SHOULDER TAPER LENGTHS AND NUMBER OF CHANNELIZATION DEVICES USED(WASHINGTON STATE DEPARTMENT OF TRASPORTATION)(ALL MINIMUMS)
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALS
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATEINTERSECTIONS AND DRIVEWAYS.(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FITROADWAY CONDITIONS.
50 / 65 MPH
45 / 55 MPH
35 / 40 MPH
25 / 30 MPH
25 MPH OR LESS
800' +/-
500' +/-
200' +/-(2)
100' +/-(2)
350' +/-
SIGN SPACING = X (1)
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40'
40'
30'
20'
80'
60'
ONE LANE TWO WAY TTC ZONE TAPER 20'TANGENT 40' SPACING AT ALL SPEEDS
Comments:
THIS IS TO ACCESS MH 362
THIS IS A LANE SHIFT AND CENTER LANE CLOSURE
SIDEWALK IS ACCESSIBLE AT WORK AREA
SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA
REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
S
MH 362LANESHIFTAHEAD
ROADWORKAHEAD
CENTERLANECLOSEDAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
XXX
X X
XX
X
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON
TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:
JORGIA DURR, TCS # ES2 000149, jd.durr@outlook.com
SW 16TH ST @ LIND AVE SW
MH 362 ACCESS
LANE SHIFT
CENTER LANE CLOSURE
1/2 L
www.invarion.com
MFP23006131
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB: BEFORE YOU DIG811CALL TWO WORKING DAYSRNGE:SECT:TOWN:GEO CODE: WC CLLI:TOTAL EXISTING CONDUIT USED:TOTAL NEW BORE:TOTAL NEW DIRT TRENCHESTIMATED TOTALSTOTAL NEW AERIAL:SIDEWALK (PCC) R&R:ASPHALT (AC) R&R:S.F.S.F.L.F.L.F.L.F.L.F.TOTAL NEW ASPHALT TRENCH:L.F.TOTAL NEW S/W TRENCH:L.F.00000000”NVICINITY MAPSL1801 LIND AVE SWRENTON, WA 98057A.3002389W26226RNTNWA0123N5E1911/15/23101®CUSTOMER NAME: PROVIDENCE HEALTH & SERVICESLCON: NICK BENNETTPHONE: 425-659-1780EMAIL: nick.bennett@providence.orgWFMT #: A.3002389CMS# 23166352ORDER #: B00100081ARMOR OR DSR #: 1030-2357775SCOPE OF WORK:POF: @ MANHOLE 211-1, PUSH LG10, 21-22 FIBER CABLE [FH58] TO EXISTING FIBER CABLE [TF20] FALLING TO MANHOLE 552. @ MANHOLE 552, PUSHFIBER CABLE [TF20] TO EXISTING FIBER CABLE [TCM8] FALLING TO MANHOLE T-136. @ MANHOLE T-136, PUSH FIBER CABLE [TCM8] TO EXISTING FIBERCABLE [A3LBL] FALLING TO MANHOLE T-134. @ MANHOLE T-134, PUSH FIBER CABLE [A3LBL] TO EXISTING FIBER CABLE [A2VLK] FALLING TO MANHOLE 362.@ MANHOLE 362, PUSH FIBER CABLE [A2VLK] TO EXISTING FIBER CABLE [RL34] FALLING TO MANHOLE 364. @ MANHOLE 364, PUSH FIBER CABLE [RL34] TOEXISTING FIBER CABLE [MA98] FALLING TO MANHOLE 365. @ MANHOLE 365, PUSH FIBER CABLE [MA98] TO EXISTING FIBER CABLE [A3LTX] FALLING TOMANHOLE 529. @ MANHOLE 529, PUSH FIBER CABLE [A3LTX] TO EXISTING FIBER CABLE [A3LPW] FALLING TO MANHOLE 558. @ MANHOLE 558, PUSH FIBERCABLE [A3LPW] TO EXISTING FIBER CABLE [A3LPR]. ECN DARK FIBER, NO EQUIPMENT REQUIRED. ENTRANCE IS EXISTING. VENDOR PROVIDES BE.SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: 702-576-3400EMAIL: jeremiah.scherer@lumen.comMFP23006131
TT
T
T
TEE
E
E
E CATV CATV CATV
CAT
V
CAT
V
CAT
V
CAT
V
CAT
V GG
GGG 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 F1NOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB: RNGE:SECT:TOWN:GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSRNGE:SECT:TOWN:JOB:GEO CODE:WC CLLI:DRAFTED BY: MOUNTAIN LTD/SH OF SL1801 LIND AVE SWRENTON, WA 98057A.3002389W26226RNTNWA0123N5E1911/15/23102®MT LTD ENGINEER: NEVIE JAKEPHONE NO: 425-761-0471EMAIL: njake@mountainltd.comFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: 702-576-3400EMAIL: jeremiah.scherer@lumen.comMFP23006131
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 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 57'15'T EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP 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 25SPEEDLIMITSW 15th STREETMORRIS AVE SW
SMITHERS AVE S.25SPEEDLIMITLMN MH 55218'1450PARCEL#7231600535 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 618PARCEL#7231600425703PARCEL#722200026017'23'22'30'30'30'30'
12'12'
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP MORRIS AVE SW
NOTE:@ MANHOLE 552, PUSH FIBER CABLE[TF20] TO EXISTING FIBER CABLE[TCM8] FALLING TO MANHOLE T-136.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 DAYS4RSL1801 LIND AVE SWRENTON, WA 98057A.3002389W26226RNTNWA0123N5E1911/15/2310SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: 702-576-3400EMAIL: jeremiah.scherer@lumen.comMFP23006131
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 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 SW 15th STREETSIDEWALK 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
C/L C/L EOP EOP EOP EOP EOP EOP 25SPEEDLIMITSW 15th STREET322PARCEL#33404015851432PARCEL#7231600070401PARCEL#7222000310327PARCEL#3340401418 EOP EOP DAVIS AVE S
SHATTUCK AVE S
WHITWORTH AVE SW25SPEEDLIMIT30'0'TLMN MH T-136 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 44'18'20'20'20'20'
30'30'12'12' 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 NOTE:@MANHOLE T-136, PUSH FIBER CABLE[TCM8] TO EXISTING FIBER CABLE[A3LBL] FALLING TO MANHOLE T-134. EOP EOP EOP 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 DAYS5RSL1801 LIND AVE SWRENTON, WA 98057A.3002389W26226RNTNWA0123N5E1911/15/2310SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: 702-576-3400EMAIL: jeremiah.scherer@lumen.comMFP23006131
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 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 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 25SPEEDLIMITSW 15th STREETLAKE AVE S1503PARCEL#33404011901508LAKE AVE S.PARCEL#3340401405220PARCEL#3340401505T19'26'30'32'
30'30'
11'11'
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 LMN MH T-13420'NOTE:@ MANHOLE T-134, PUSHFIBER CABLE [A3LBL] TOEXISTING FIBER CABLE[A2VLK] FALLING TOMANHOLE 362.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 DAYS6RSL1801 LIND AVE SWRENTON, WA 98057A.3002389W26226RNTNWA0123N5E1911/15/2310SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: 702-576-3400EMAIL: jeremiah.scherer@lumen.comMFP23006131
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.T EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EO
P
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 R/W R/W R/W R/W R/W SW 16th STREETSIDEWALK7' SIDEWALKLIND AVE SWSIDEWALKSIDEWALK
MAPLE AVE SW
SIDEWALK
SIDEWALKNOTE:MANHOLE 362, PUSH FIBERCABLE [A2VLK] TO EXISTINGFIBER CABLE [RL34] FALLINGTO MANHOLE 364.6'16'10'47'1600LIND AVE SWPARCEL#334040332047'50'
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 10'10'10'10'6' GRASS40'316PARCEL#3340403885PARCEL#3340403890 LMN MH 362
46'48'35SPEEDLIMIT30SPEEDLIMITNOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB: GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYS7RSL1801 LIND AVE SWRENTON, WA 98057A.3002389W26226RNTNWA0123N5E1911/15/2310SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: 702-576-3400EMAIL: jeremiah.scherer@lumen.comMFP23006131
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 R/W R/W R/W R/W R/W R/W R/W
EOP EOP EOP EOP 1600PARCEL#33404033201801BLDG APARCEL#3340404000VACANTPARCEL#3340403326 R/W R/W R/W R/W R/W R/W R/W R/W 85'45'T52'35SPEEDLIMITLIND AVE SW
SIDEWALK
SIDEWALK
LMN MH 364NOTE:MANHOLE 364, PUSH FIBER CABLE[RL34] TO EXISTING FIBER CABLE[MA98] FALLING TO MANHOLE 365.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 DAYSSL1801 LIND AVE SWRENTON, WA 98057A.3002389W26226RNTNWA0123N5E1911/15/23108RSH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: 702-576-3400EMAIL: jeremiah.scherer@lumen.comMFP23006131
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 EO
P
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
E
O
P
EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W VACANTPARCEL#33404033281801PARCEL#33404040002001PARCEL#19230590131900PARCEL#334040042546' R/W R/W R/W R/W R/W R/W R/W R/W R/W 60' R/W R/W R/W R/W 45'TT45'
LIND AVE SW
SIDEWALK
SIDEWALK35SPEEDLIMIT
LMN MH 365LMN MH 529NOTE:@ MANHOLE 365, PUSH FIBER CABLE[MA98] TO EXISTING FIBER CABLE[A3LTX] FALLING TO MANHOLE 529.NOTE:@ MANHOLE 529, PUSH FIBERCABLE [A3LTX] TO EXISTINGFIBER CABLE [A3LPW] FALLINGTO MANHOLE 558.SW 19th STREETSIDEWALK45'40'34'28'37'27'70'27'25SPEEDLIMITNOTICE-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB: GEO CODE: WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYS9RSL1801 LIND AVE SWRENTON, WA 98057A.3002389W26226RNTNWA0123N5E1911/15/2310SH OF DRAFTED BY: MOUNTAIN LTD/MT LTD ENGINEER: RICK FERDINANDOPHONE NO: 206-276-3165EMAIL: rick.ferdinando@lumen.comFIBER ENGINEER: JEREMIAH SCHERERPHONE NO: 702-576-3400EMAIL: jeremiah.scherer@lumen.comMFP23006131
N
E W
S
MH 552 LOCATED @ 1450 SMITHERS AVE S
Customer
Street Address
City, ST Zip
PROVIDENCE HEALTH & SERVICES
1801 LIND AVE SW BUILDING C
RENTON,WA 98057
LUMEN Reference Only: RNTNWA01
ORDER:B00100081
CMS: 23166352
ARMOR:
WFMT:
1030-2357775
A.3002389
MFP23006131
N
E W
S
MH T-136 LOCATED @ 1432 SHATTUCK AVE S
Customer
Street Address
City, ST Zip
PROVIDENCE HEALTH & SERVICES
1801 LIND AVE SW BUILDING C
RENTON,WA 98057
LUMEN Reference Only: RNTNWA01
ORDER:B00100081
CMS: 23166352
ARMOR:
WFMT:
1030-2357775
A.3002389
MFP23006131
N
E W
S
MH T-134 LOCATED @ 220 S 15TH ST
Customer
Street Address
City, ST Zip
PROVIDENCE HEALTH & SERVICES
1801 LIND AVE SW BUILDING C
RENTON,WA 98057
LUMEN Reference Only: RNTNWA01
ORDER:B00100081
CMS: 23166352
ARMOR:
WFMT:
1030-2357775
A.3002389
MFP23006131
N
E W
S
MH 362 LOCATED @ 1600 LIND AVE SW
Customer
Street Address
City, ST Zip
PROVIDENCE HEALTH & SERVICES
1801 LIND AVE SW BUILDING C
RENTON,WA 98057
LUMEN Reference Only: RNTNWA01
ORDER:B00100081
CMS: 23166352
ARMOR:
WFMT:
1030-2357775
A.3002389
MFP23006131
N
E W
S
MH 364 LOCATED @ 1800 LIND AVE SW
Customer
Street Address
City, ST Zip
PROVIDENCE HEALTH & SERVICES
1801 LIND AVE SW BUILDING C
RENTON,WA 98057
LUMEN Reference Only: RNTNWA01
ORDER:B00100081
CMS: 23166352
ARMOR:
WFMT:
1030-2357775
A.3002389
MFP23006131
N
E W
S
MH 365 LOCATED @ 1900 LIND AVE SW
Customer
Street Address
City, ST Zip
PROVIDENCE HEALTH & SERVICES
1801 LIND AVE SW BUILDING C
RENTON,WA 98057
LUMEN Reference Only: RNTNWA01
ORDER:B00100081
CMS: 23166352
ARMOR:
WFMT:
1030-2357775
A.3002389
MFP23006131
N
E W
S
MH 529 LOCATED @ 1801 LIND AVE SW
Customer
Street Address
City, ST Zip
AT&T OBO PROVIDENCE
1801 LIND AVE SW
RENTON,WA 98057
LUMEN Reference Only:
CMS:
FW:N.974030
ARMOR:
WFMT:
1202-2186444/1202-2186445
S.2895557 / S.2895558
Customer
Street Address
City, ST Zip
PROVIDENCE HEALTH & SERVICES
1801 LIND AVE SW BUILDING C
RENTON,WA 98057
LUMEN Reference Only: RNTNWA01
ORDER:B00100081
CMS: 23166352
ARMOR:
WFMT:
1030-2357775
A.3002389
MFP23006131