HomeMy WebLinkAboutMFP24001193.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24001193
IVR Number: 24001193
Permit Information
Permit Name: P.003891
Address/Location:03/08/2024Application Date:2146100010Parcel Number: 950 POWELL AVE SW
Permit Type:03/22/2024Issue Date:Franchise
Permit Work Class:03/24/2025Expiration Date:Minor Utility
Job Number: P.003891Franchise Type:Telephone
Description: Access MH 110, MH 117, MH 169, MH 651, MH 665, MH 170, MH 171 for heating up, splicing, and placing new fiber.
PED (replace with bigshot) and trench 110' and bore 25'. Dig and fix location. Place new 1730 HH.
Contacts
Name Address PhoneTypeBilling
Merilyn Luong
Lumen
H: (206) 806-7160Applicant
Nathan Macleod
Lumen
7850 S Trafton St, Bldg B
Tacoma, WA 98409
C: (253) 583-6283ApplicantX
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
(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: 3/18/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 3/18/2021
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
P.003891
950 Powell Ave SW Renton, WA 98057
4/1/2024 4/5/2024 8am 5pm
Northsky Communications
Mike Smith
23315 66TH AVE S KENT WA 98032
Access to existing mhs to place fiber, splice, and heat up. Trench and bore +/- 135'. Place new HH. PED
replace with bigshot.
425-615-7121
MFP24001193
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 3/22/2024
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 3/18/2021
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.
• 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.
• 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.
• 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.
• 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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 3/18/2021
• 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)
Merilyn Luong
3/8/2024
SW 7TH ST
LIND AVE SWSENECA AVE SWTHOMAS AVE SWSW 7TH ST
TRAFFIC CONTROL PLAN
JOB # P.003891.C.45
PERMIT #
Date:3/4/2024 Author:JORGIA DURR Project:P.003891.C.45DESIGNED 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
S SPOTTER
WORK TRUCK
MANHOLE
Work Area
NOT TO SCALE
N
3/4/2024
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
LXXX
X X
X
X
MH 110
WORK AREA
+/-11' X 480'
DETOUR
EXIT CLOSED
ROADWORKAHEAD
RIGHT LANECLOSEDAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
Comments:
THIS IS TO ACCESS MH 110
THIS IS A RIGHT LANE CLOSURE
MH LID WILL BE REPLACED AT WORK AREA FOR PEDESTRIAN ACCESS AS NECESSARY
DRIVEWAYS CLOSED AT WORK AREA
TRAFFIC DETOURED TO OTHER EXIT AT WORK AREA
REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
SW 7TH ST @ LIND AVE SW
MH 110 ACCESS
RIGHT LANE CLOSURE
S
www.invarion.com
MFP24001193
N
SW 7TH S
T
OA
K
E
S
D
A
L
E
AVE
S
W
SPEEDLIMIT
35
SW 7TH S
T
TRAFFIC CONTROL PLAN
JOB # P.003891.C.45
PERMIT #
Date:3/4/2024 Author:JORGIA DURR Project:P.003891.C.45DESIGNED 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 Area
WORK TRUCK
S SPOTTER
NOT TO SCALE
3/4/2024
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
WORK AREA
10' X 150'
MH 665
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
ROADWORKAHEAD
RIGHT LANECLOSEDAHEAD
SW 7TH ST @ OAKESDALE AVE SW
MH 665 ACCESS
RIGHT LANE CLOSURE
X
X
X
X
X
S
Comments:
THIS IS TO ACCESS MH 665
THIS IS A RIGHT LANE CLOSURE
SIDEWALK ACCESSIBLE AT WORK AREA
SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA
REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS
www.invarion.com
MFP24001193
NACHES AVE SWSW 7TH S
T
SW 7TH ST
TRAFFIC CONTROL PLAN
JOB # P.003891.C.45
PERMIT #
Legend
Arrowboard (Chevron)
CONES
MANHOLESSPOTTER
WORK AREA
WORK TRUCK
Date:3/4/2024 Author:Darlene Durr, Traffic Control Supervisor Project:P.003891.C.45TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTONrequirements.
2. Channelizing devices are 28" traffic cones with retro reflective material.
3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.
5. Crew is required to leave a minimum 11' for lane width.
6. Work hours will be DETERMINED BY CITY, COUNTY AND/OR WSDOT.
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON
TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:
DARLENE DURR, TCS #ES2 000148, darlene.durr@hotmail.com
NOT TO SCALE
3/4/2024Darlene DurrTCS # ES2 000148
Phone 253-737-5198darlene.durr@hotmail.com
_______________________Darlene Durr
NOTE ALL LANE WIDTHS ARE ESTIMATES;
FOR ACCURANCY, MEASURE IN FIELD PRIOR TO WORK.
REFER TO CHARTS FOR DEVICE
SPACING, SIGNAGE SPACING, SIGN SIZE,
BUFFER SPACING AND TAPER LENGTHS.
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
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALSRURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS 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)
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
44
7
7
20
25
30
3540
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
3540
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450270
205
150
105
70 6
6
8
8
1016
16
14
15
17
19
35
55
75
105
135225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160270
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)
MH 651
R
O
A
D
W
O
R
K
A
H
E
A
D
R
I
G
H
T
L
A
N
E
C
L
O
S
E
D
A
H
E
A
D ROADWORKAHEADROADWORKAHEADX
X
X
X
X
L
WORK AREA
+/-10' X 200'
N
Comments:
THIS IS TO ACCESS MH 651.
THIS IS A RIGHT LANE CLOSURE.
SIDEWALK IS ACCESSIBLE AT WORK AREA.
SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA.
DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA.*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS.
SW 7TH ST @ NACHES AVE SW
MH 651 ACCESS
RIGHT LANE CLOSURE
S
SPEEDLIMIT
30
www.invarion.com
MFP24001193
RRRRSW 7TH STSW 7TH ST
POWELL AVE SWTRAFFIC CONTROL PLAN
JOB # P.003891.C.45
PERMIT #
Legend
Arrowboard (Chevron)
CONES
MANHOLESSPOTTER
WORK AREA
WORK TRUCK
Date:3/4/2024 Author:Darlene Durr, Traffic Control Supervisor Project:P.003891.C.45TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTONrequirements.
2. Channelizing devices are 28" traffic cones with retro reflective material.
3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.
5. Crew is required to leave a minimum 11' for lane width.
6. Work hours will be DETERMINED BY CITY, COUNTY AND/OR WSDOT.
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON
TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:
DARLENE DURR, TCS #ES2 000148, darlene.durr@hotmail.com
NOT TO SCALE
3/4/2024Darlene DurrTCS # ES2 000148
Phone 253-737-5198darlene.durr@hotmail.com
_______________________Darlene Durr
NOTE ALL LANE WIDTHS ARE ESTIMATES;
FOR ACCURANCY, MEASURE IN FIELD PRIOR TO WORK.
REFER TO CHARTS FOR DEVICE
SPACING, SIGNAGE SPACING, SIGN SIZE,
BUFFER SPACING AND TAPER LENGTHS.
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
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALSRURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS 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)
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
44
7
7
20
25
30
3540
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
3540
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450270
205
150
105
70 6
6
8
8
1016
16
14
15
17
19
35
55
75
105
135225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160270
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)
L
WORK AREA
+/-10' X 200'
MH 169ROADWORKAHEAD ROADWORKAHEADROADWORKAHEADROADWORKAHEADRIGHT LANECLOSEDAHEADXXX
X
X
X
Comments:
THIS IS TO ACCESS MH 169.
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.
SW 7TH ST @ POWELL AVE SW
MH 169 ACCESS
RIGHT LANE CLOSURE N
SPEEDLIMIT
30
S
www.invarion.com
MFP24001193
RRRRRRRRSW 7TH ST
THOMAS AVE SWRRRRSW 7TH ST
SENECA AVE SWTRAFFIC CONTROL PLAN
JOB # P.003891.C.45
PERMIT #
Legend
Arrowboard (Chevron)
CONES
MANHOLESSPOTTER
WORK AREA
WORK TRUCK
Date:3/4/2024 Author:Darlene Durr, Traffic Control Supervisor Project:P.003891.C.45TCS CERT:#ES2 000148 DESIGNED FOR LUMEN:(DO NOT ALTER)
Comments:
General Requirements1. All signs and spacing to conform to the MUTCD and City of RENTONrequirements.
2. Channelizing devices are 28" traffic cones with retro reflective material.
3. All signs are 48' X 48' B/O unless otherwise specified.4. Alert affected local residents and businesses.
5. Crew is required to leave a minimum 11' for lane width.
6. Work hours will be DETERMINED BY CITY, COUNTY AND/OR WSDOT.
UNLAWFUL FOR ANYONE OTHER THAN THE CITY OF RENTON
TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:
DARLENE DURR, TCS #ES2 000148, darlene.durr@hotmail.com
NOT TO SCALE
3/4/2024Darlene DurrTCS # ES2 000148
Phone 253-737-5198darlene.durr@hotmail.com
_______________________Darlene Durr
NOTE ALL LANE WIDTHS ARE ESTIMATES;
FOR ACCURANCY, MEASURE IN FIELD PRIOR TO WORK.
REFER TO CHARTS FOR DEVICE
SPACING, SIGNAGE SPACING, SIGN SIZE,
BUFFER SPACING AND TAPER LENGTHS.
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
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS & URBAN ARTERIALSRURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS 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)
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
44
7
7
20
25
30
3540
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
3540
45
50
55
60
65
70
MPH
LANEWIDTH
700
650
600
550
500
450270
205
150
105
70 6
6
8
8
1016
16
14
15
17
19
35
55
75
105
135225
250
275
300
325
350
6
8
8
10
3
4
5
5
9
9
9
660
600
80
125
180
245
320540
720
780
840
6
10
16
19
19
9
7
18
22
21
12
40
65
300
330
90
125
160270
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)
L
MH 117 ROADWORKAHEADROADWORKAHEADROADWORKAHEADRIGHT LANECLOSEDAHEADXXX
X
X
Comments:
THIS IS TO ACCESS MH 117.
THIS IS A RIGHT LANE CLOSURE.
SIDEWALK IS ACCESSIBLE AT WORK AREA.
LID REPLACED TO ACCOMODATE PEDESTRIANS AT WORK AREA AS NEEDED.SPOTTER WILL ASSIST PEDESTRIANS AT WORK AREA.
DRIVEWAYS REMAIN ACCESSIBLE AT WORK AREA.
*REFER TO CHARTS FOR SIGN SPACING, DEVICE SPACING AND TAPER LENGTHS.
SW 7TH ST @ SENECA AVE SW
MH 117 ACCESS
RIGHT LANE CLOSURE
N
ROADWORKAHEAD
X
DWY
WORK AREA
+/-10' X 220'
S
SPEEDLIMIT
30
www.invarion.com
MFP24001193
POWELL AVE SW @ SW 7TH ST
MH-170 ACCESS
SHOULDER WORK
NTRAFFIC CONTROL PLAN
JOB # P. 003891. C. 45
PERMIT #
Comments:
ACCESS MH-170 OFF ROADWAY.
THIS WILL BE SHOULDER WORK.
TRAFFIC FLOW IS NOT IMPACTED.
MAINTAIN 11' MINIMUM LANE WIDTHS.
RESTRICTED PARKING IN WORK ZONE.
DRIVEWAYS REMAIN OPEN/ACCESSIBLE.
SIDEWALKS REMAIN OPEN/ACCESSIBLE.
SPOTTER WILL ASSIST AT WORK AREA.
POWELL AVE SW
POWELL AVE SW
MH-170
ACCESS
WORK AREA
8' X ~50'
LEGEND
CONES SPOTTERS SPOTTER
WORK AREA WORK TRUCK
SW 7TH ST2020ROADWORKAHEADW20-1X200' +-ROADWORKAHEADW20-1X
200' +-SHOULDERWORKW21-5PPX200' +-ACCESS RDSIDEWALK
SIDEWALK
PARKING AREA
PARKING AREA
SPOTTERS
SIDEWALK
SIDEWALK
PARKING AREA
PARKING AREA 202011' MIN
SPEEDLIMIT
25
Comments:
SIGN SPACINGMPH "X"20 > 100'25-30 200'35-40 350'45+ 500'Jeffrey Hubbard
Comments: CHANNELIZATION SPACING
MPH TAPER TANGENT25 / 30 20' 40'35 / 45 30' 60'ONE-LANE TWO-WAY TAPER 50' TO 100'
NOT TO
SCALE Comments:
MERGING TAPER LENGTH
TAPER ("L") LANE WIDTHL MPH 10' 11' 12'SHIFTING 20 70 75 80TAPER 25 105 115 165
1/2 L 30 150 165 180
35 205 225 245
SHOULDER 40 270 295 320TAPER 45 450 495 5401/3 L 50 500 550 600
Designed For: LUMEN
Project # P. 003891. C. 45
Jeffrey D. Hubbard
Traffic Control Supervisor
WA TCS # ES2000151
Draw Date: 3/7/2024
Phone 253-737-5198
jhubbard.tcp@gmail.com
_______________________
Date:3/7/2024 Author:Jeffrey D. Hubbard, Traffic Control Supervisor Project:P. 003891. C. 45
CERT:WA TCS # ES2000151 LUMEN:Certified Traffic Control Plan LOCATION:RENTON, WA
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 36" x 36" B/O unless otherwise specified.
4. Alert affected local residents and businesses.
5. Crew is required to leave a minimum 11' for lane width.
6. Work hours will be determined by City of RENTON.
TCP PROPOSAL: NOT VALID W/O R-O-W JURISDICTION APPROVAL STAMP
UNLAWFUL FOR ANYONE (OTHER THAN R-O-W APPROVAL JURISDICTION)TO ALTER W/O CONSENT FROM AUTHOR (JHUBBARD.TCP@GMAIL.COM)
www.invarion.com
MFP24001193
POWELL AVE SW @ SW 7TH ST
MH-171 ACCESS
ONE-LANE TWO-WAY OPERATION
NTRAFFIC CONTROL PLAN
JOB # P. 003891. C. 45
PERMIT #
Comments:
ACCESS MH-171 LOCATED IN ACCESS ROAD.
ONE-LANE TWO-WAY TRAFFIC OPERATION.
MAINTAIN 11' MINIMUM LANE WIDTH.
RESTRICTED PARKING IN WORK ZONE
PRIORITY TO POWELL AVE SW TRAFFIC.
DRIVEWAYS REMAIN OPEN/ACCESSIBLE.
SIDEWALKS REMAIN OPEN/ACCESSIBLE.
FLAGGERS WILL ASSIST DRIVEWAYS.
FLAGGERS WILL ASSIST PEDESTRIANS.
11' MIN
24
POWELL AVE SW
POWELL AVE SWACCESS RDW20-7DRIVEWAY
MH-171
ACCESS
WORK AREA
8' X ~75'11' MINLEGEND
CONES FLAGGER
WORK AREA WORK TRUCK
SW 7TH ST
SIDEWALK
SIDEWALK
SIDEWALK
PARKING AREA
PARKING AREA
X200' +-X
200' +-
X200' +-W20-7ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4X200' +-
X
200' +-X200' +-W20-7ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4SIDEWALK
11' MINPR8-3aPR8-3aPR8-3aPR8-3aComments: SIGN SPACINGMPH "X"20 > 100'25-30 200'35-40 350'
45+ 500'Jeffrey Hubbard
Comments: CHANNELIZATION SPACING
MPH TAPER TANGENT25 / 30 20' 40'35 / 45 30' 60'ONE-LANE TWO-WAY TAPER 50' TO 100'
NOT TO
SCALE Comments: MERGING TAPER LENGTHTAPER ("L") LANE WIDTHL MPH 10' 11' 12'SHIFTING 20 70 75 80
TAPER 25 105 115 165
1/2 L 30 150 165 18035 205 225 245SHOULDER 40 270 295 320TAPER 45 450 495 5401/3 L 50 500 550 600
Designed For: LUMEN
Project # P. 003891. C. 45
Jeffrey D. Hubbard
Traffic Control Supervisor
WA TCS # ES2000151
Draw Date: 3/7/2024
Phone 253-737-5198
jhubbard.tcp@gmail.com
_______________________
Date:3/7/2024 Author:Jeffrey D. Hubbard, Traffic Control Supervisor Project:P. 003891. C. 45CERT:WA TCS # ES2000151 LUMEN:Certified Traffic Control Plan LOCATION:RENTON, WA
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 36" x 36" B/O unless otherwise specified.4. Alert affected local residents and businesses.
5. Crew is required to leave a minimum 11' for lane width.
6. Work hours will be determined by City of RENTON.
TCP PROPOSAL: NOT VALID W/O R-O-W JURISDICTION APPROVAL STAMPUNLAWFUL FOR ANYONE (OTHER THAN R-O-W APPROVAL JURISDICTION)TO ALTER W/O CONSENT FROM AUTHOR (JHUBBARD.TCP@GMAIL.COM)
SPEED
LIMIT
25
20202020www.invarion.com
MFP24001193
POWELL AVE SW @ SW 10TH ST
REPLACE PEDESTAL / TRENCH / RESTORE
SHOULDER WORK WITH FLAGGER
NTRAFFIC CONTROL PLAN
JOB # P. 003891. C. 45
PERMIT #
Comments:
REPLACE PEDESTAL, TRENCH, & RESTORE.
SHOULDER WORK ON POWELL AVE SW.
ONE-LANE TWO-WAY ON DRIVEWAY.
SETUP FLIPS HALFWAY ACROSS DRIVEWAY.
STEEL-PLATE USED. MOTORCYCLES CAUTION.
FLAGGER/SPOTTER TO ASSIST DRIVEWAYS.
FLAGGER/SPOTTER TO ASSIST PEDESTRIANS.
COORDINATE WITH BUSINESS PRIOR TO WORK.
LEGEND
CONES FLAGGER
PED PEDESTAL SPOTTERS SPOTTER
SP STEEL PLATE WORK AREA
WORK TRUCK 2020SP
PARKING AREA
DRIVEWAYPED
11' MIN
PPPPROADCLOSED USECAUTION2020POWELL
AVE SW
POWELL
AVE SW
X200' +-X200' +-X200' +-W20-7ROADWORKAHEADW20-1BEPREPAREDTO STOPW3-4SW
1
0
TH
S
T
10101010
REPLACE PEDESTAL
PLACE NEW HH
DIG & FIX
TRENCH
WORK AREA
8' X ~150'
SIDEWALK
SIDEWALK
PARKING AREA
PARKING AREA
COORDINATE
WITH BUSINESS
PRIOR TO WORK
X
200' +
-
X
200' +
-
R
O
A
D
W
O
R
K
A
H
E
A
D
W
2
0
-1
B
E
PR
E
P
A
R
E
D
TO
S
T
O
P
W
3-4
W
2
0
-7
X
2
0
0
'
+
-
X
2
0
0
'
+
-
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO STOP
W3-4
GAIN PRIVATE
PROPERTY ACCESS PRIOR TO WORK ROADCLOSEDSPOTTERSSPOTTERS
USECAUTION
S
I
D
EW
A
L
K
S
ID
EW
A
L
K
X
200' +
-
W20-7
X
2
0
0
'
+
-
Comments: SIGN SPACINGMPH "X"20 > 100'25-30 200'35-40 350'45+ 500'Jeffrey Hubbard
Comments: CHANNELIZATION SPACING
MPH TAPER TANGENT25 / 30 20' 40'35 / 45 30' 60'ONE-LANE TWO-WAY TAPER 50' TO 100'
NOT TO
SCALE Comments:
MERGING TAPER LENGTHTAPER ("L") LANE WIDTHL MPH 10' 11' 12'SHIFTING 20 70 75 80
TAPER 25 105 115 165
1/2 L 30 150 165 180
35 205 225 245SHOULDER 40 270 295 320TAPER 45 450 495 5401/3 L 50 500 550 600
Designed For: LUMEN
Project # P. 003891. C. 45
Jeffrey D. Hubbard
Traffic Control Supervisor
WA TCS # ES2000151
Draw Date: 3/7/2024
Phone 253-737-5198
jhubbard.tcp@gmail.com
_______________________
Date:3/7/2024 Author:Jeffrey D. Hubbard, Traffic Control Supervisor Project:P. 003891. C. 45
CERT:WA TCS # ES2000151 LUMEN:Certified Traffic Control Plan LOCATION:RENTON, WA
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 36" x 36" B/O unless otherwise specified.4. Alert affected local residents and businesses.
5. Crew is required to leave a minimum 11' for lane width.
6. Work hours will be determined by City of RENTON.
TCP PROPOSAL: NOT VALID W/O R-O-W JURISDICTION APPROVAL STAMPUNLAWFUL FOR ANYONE (OTHER THAN R-O-W APPROVAL JURISDICTION)TO ALTER W/O CONSENT FROM AUTHOR (JHUBBARD.TCP@GMAIL.COM)
SPEEDLIMIT
25
www.invarion.com
MFP24001193
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB:SH OF 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 MAPSCOPE OF WORK:AT MANHOLE 110, HEAT UP ON STUB NH36 & TP29 TO MANHOLE 117. AT MANHOLE 117, HEAT UP ON A3D8M (A2YJ1) TOMANHOLE 169. AT MANHOLE 169, HEAT UP ON STUB A3D8P & REV THROW ON TPF6 TO MANHOLE 651. AT MANHOLE 651,REV HEAT UP ON TPF5 TO MANHOLE 665. AT MANHOLE 665 HEAT UP ON NE49 AS DESIGNED.FIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comDRAFTED BY: MOUNTAIN LTD/DL - 01/05/2323N4E24P.003891W26226RNTNWA01950 POWELL AVE SWRENTON, WA 9805719FIBER ENGINEER: HAYDEN HERBISONPHONE NO: (602) 819-3236MFP24001193
TTEE CATV
CATV
CATV GG TS TS WW S S SD SD IRRIG IRRIG 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'XITEM #STATIONPSEPROPOSED HOAPOLE NUMBER(S) - CTL/PWR/OTHERITEM#STAHT-CL-YRXX'-X"POLE#MAKE READYEXISTING ATTACHMENTSNOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTJOB:SH OF RNGE:SECT:TOWN:GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comDRAFTED BY: MOUNTAIN LTD/DL - 01/05/2323N4E24P.003891W26226RNTNWA01950 POWELL AVE SWRENTON, WA 9805729FIBER ENGINEER: HAYDEN HERBISONPHONE NO: (602) 819-3236MFP24001193
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSNOTE:AT MANHOLE 110, HEAT UP ON STUB NH36& TP29 TO MANHOLE 117. EOP EOP EOP EOP R/W EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 48'53'37'41'39'39'9' GRASS5' S/W48'37'42'T20'11'720#1923059060501#1923059056440#1823059252550#1823059251FIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comDRAFTED BY: MOUNTAIN LTD/DL - 01/05/2323N4E24P.003891W26226RNTNWA01950 POWELL AVE SWRENTON, WA 9805739FIBER ENGINEER: HAYDEN HERBISONPHONE NO: (602) 819-3236SPEEDLIMITSPEEDLIMITMFP24001193
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comDRAFTED BY: MOUNTAIN LTD/DL - 01/05/2323N4E24P.003891W26226RNTNWA01950 POWELL AVE SWRENTON, WA 9805749FIBER ENGINEER: HAYDEN HERBISONPHONE NO: (602) 819-3236 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 R/W R/W R/W R/W R/W R/W R/W R/W R/W T#2146000020705#2146000030601#2146000041700#1823059270600#182305925444'40'8'38'32'29'8' GRASS6' S/WNOTE:AT MANHOLE 117, HEAT UP ON A3D8M (A2YJ1)TO MANHOLE 169.SPEEDLIMITSPEEDLIMITMFP24001193
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comDRAFTED BY: MOUNTAIN LTD/DL - 01/05/2323N4E24P.003891W26226RNTNWA01950 POWELL AVE SWRENTON, WA 9805759FIBER ENGINEER: HAYDEN HERBISONPHONE NO: (602) 819-3236700#2146100015 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 T875#2146100031#2146100020711#08502000001000#9188000020850#91880000101100#9188000050 R/W R/W R/W 44'44'36'6'36'8' GRASS6' S/WNOTE:AT MANHOLE 169, HEAT UP ON STUB A3D8P & REVTHROW ON TPF6 TO MANHOLE 651.SPEEDLIMITSPEEDLIMITMFP24001193
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comDRAFTED BY: MOUNTAIN LTD/DL - 01/05/2323N4E24P.003891W26226RNTNWA01950 POWELL AVE SWRENTON, WA 9805769FIBER ENGINEER: HAYDEN HERBISONPHONE NO: (602) 819-3236 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 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 R/W R/W R/W R/W R/W R/W T18'33'44'41'39'6' S/W40'40'560#08502100001217#0850200000800#9188000145NOTE:AT MANHOLE 651, REV HEAT UP ON TPF5TO MANHOLE 665.SPEEDLIMITSPEEDLIMITMFP24001193
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYS60
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559'40'39'PARCEL #2423049098FIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comDRAFTED BY: MOUNTAIN LTD/DL - 01/05/2323N4E24P.003891W26226RNTNWA01950 POWELL AVE SWRENTON, WA 9805779FIBER ENGINEER: HAYDEN HERBISONPHONE NO: (602) 819-3236SPEEDLIMITSPEEDLIMITMFP24001193
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comDRAFTED BY: MOUNTAIN LTD/DL - 01/05/2323N4E24P.003891W26226RNTNWA01950 POWELL AVE SWRENTON, WA 9805789FIBER ENGINEER: HAYDEN HERBISONPHONE NO: (602) 819-3236NOTE:AT MANHOLE 170, SPLICE COUNT FROM [NE49]ONTO [A3DTX] FALLING TO MANHOLE 171. EOP EOP EOP EOP EOP
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R/W R/W R/W R/W R/W R/W R/W R/W 6'6' S/W42'250'59'901SPEEDLIMITMFP24001193
NOTICE-NOT FOR DISCLOSURE OUTSIDE OF CENTURYLINK AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENTRNGE:SECT:TOWN:JOB:SH OF GEO CODE:WC CLLI: BEFORE YOU DIG811CALL TWO WORKING DAYSFIELD ENGINEER: RICK FERDINANDOPHONE NO: (206) 276-3165EMAIL: rick.ferdinando@lumen.comDRAFTED BY: MOUNTAIN LTD/DL - 01/05/2323N4E24P.003891W26226RNTNWA01950 POWELL AVE SWRENTON, WA 9805799FIBER ENGINEER: HAYDEN HERBISONPHONE NO: (602) 819-3236 EOP EOP EOP EOP EOP
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R/W R/W R/W R/W R/W R/W R/W R/W T13' DIRT6' S/W6' S/W10' DIRT36'30'30'7'941#9188000071711#0850200080900#2146100012950#2146100010NOTE:NEW 24F 320' IN EX UG.NOTE:BORE 25' UNDER DRIVEWAYWITH 2" CONDUIT TO PEDESTAL.950TV
PLACE 1730 HH OVER INTERCEPT POINTTO TRANSITION FROM EXISTINGOCCUPIED DUCT TO NEW 2" DUCTHEADED TOWARD PED.T NOTE:TRENCH 110' WITH 1-2" CONDUIT FROMINTERCEPT POINT TO DRIVEWAY.2" CONDUITPLANTER GRADESURFACE LEVEL60"MINTRENCH/BORE DETAILTRENCH PLACEMENT OF 1-2" CONDUIT - 60" MINN.T.S.2'36"SPEEDLIMITMFP24001193POTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS