HomeMy WebLinkAboutMFP19006028.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP19006028
IVR Number: 19006028
Permit Informaon
Permit Name:Century Link Permits
Address/Locaon :11/08/2019Application Date:0087000214Parcel Number:10526 SE 172ND ST
Permit Type:01/16/2020Issue Date:Franchise
Permit Work Class:01/15/2021Expiration Date:Minor Utility
Job Number:N.588295Franchise Type:Telephone
Description:Century Link access MH645, MH576, replace Ped 10526 with new BD7mph, dig 2 bore pits, and bore 480'. Pothole
all existing utilities. Restoration per City of Renton standards.
APPROVED WITH COMMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
C/O QWEST CORP 1801 CALIFORNIA ST #4600
Denver, CO 80202
Applicant
Kim Parker
QWest Corporation
931 14th St, Suite 1000A
Denver, CO 80202
B: (303) 992-0752Contact
Heather Binkly
Dycom Industries dba North Sky
11770 Us Hwy 1, SUITE 101
Palm Beach Gardens, FL 33408
B: (360) 254-6920
O: (360) 450-3287
Contractor
Business License Number: 36846Construction Contractor: NORTHSC857Q4
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
QWest/Century Link - Billing 7850 S TRAFTON St
TACOMA, WA 98409
Specialized
Billing
X
General Condions & 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.
This permit and plans must be posted at the job site at all times.
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.
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.
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.
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 206.510.0575) (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.
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 1 | Published: 1/2/2019
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Email: franchisepermits@rentonwa.gov Website: rentonwa.gov
FRANCHISE PERMIT APPLICATION
Published: 1/2/2019
TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site
Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee
for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour.
Franchise Agency:
Franchise Job Number: Phone:
Contact Name: Email:
Job Site Address: Project Name:
Description of Work:
Please check all that apply:
☐New Construction ☐Repair/Relocate ☐Underground ☐Overhead ☐Sidewalk ☐Street
☐Open Trench ☐ Bore # of feet:
Contractor Name: Phone:
State Contractors License #: City of Renton Business License #:
“I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth
under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ”
Signature Date
INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE
INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM
Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at
$125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date.
Plan Review/Development Engineering Date Approved as submitted
Pre-Construction Meeting required
Site Construction Inspector Date Approved with comments or redlines
Camera inspection of utilities required
Development Engineering Manager Date
QWEST corp d/b/a CenturyLink QC
Austin Sweeney
253 766 7549
Austin.sweeney@centurylink.com
Northsky Communications 425 615 7121
NORTHSC857Q4 BL.028638
N.588295
10526 SE 172nd St
CenturyLink to access MH645, MH576, replace Ped 10526 with new BD7CMPH, dig 2 (4'x4') bore pits,
bore approx. 480', and pot hole for existing utilities within the bore path.
Restoration to be completed to city of Renton standards.
X X XX
X 480
1/13/20Austin Sweeney
MFP19006028
Scott Warlick
Justin Johnson 1/16/2020
1/16/2020
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 11/25/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 11/25/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN 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 TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.☐ A copy of the Traffic Control Plan (TCP) Application form.
2.☐ A copy of the required TCP layout, preferred 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.
☐All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
☐Types of plans required:
☐Work hour plan – show all mobility impacts during construction hours.
☐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.
☐Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
☐Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
N.588295
10526 SE 172nd St
2/13/20 3/13/20
CenturyLink to access MH645,
MH576, replace Ped 10526 with new BD7CMPH, dig 2 (4'x4')
bore pits, bore approx. 480', and pothole for utilities
Northsky Communications LLC.425 615 7121
Austin Sweeney Austin.sweeney@centuryLink.com
23315 66th Ave S Kent 98032
Scott Warlick C.E.D 1/16/2020
MFP19006028
Monday - Friday 8:00AM - 3:00PM
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 11/25/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
•TCP must be approved prior to commencing the work, and all permit conditions shall be met.
•Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
•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.
•The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
•Emergency services (253-852-2121) shall be notified 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.
•TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
•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 RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 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 Applicant’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 the City within the scope of this Agreement, Applicant 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.
•Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
•Approved Temporary TCP 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.
•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.
•The cover sheet of this TCP 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; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
Austin Sweeney Austin Sweeney 1/13/20
Not to scaleNOT TO SCALE
Date:01/07/2020 Author:Sharon Martos, Traffic Control Supervisor Project:N.588295 C.45
CERT:TCS # 010745 Designed for CenturyLink:By: SHARON MARTOS (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 retroreflective 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 of 11' for lane width.6. Work hours will be ____am to ____pm.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Legend
Arrowboard (Chevron)
Cone
Not to scale Scale Marker
Spotter
Work Area
Work Truck
TRAFFIC CONTROL PLAN
JOB # `N.588295 C.45
PERMIT #
Sharon Martos
Project # N.588295 C.45Designed for CenturyLink
Sharon MartosApproved 01/07/2020Traffic Control Supervisor
TCS # 010745Phone 253-737-5198
sharon.martos@gmail.com
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:
SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
BENSON DR S @ SE 172ND ST
POTHOLE 3
RIGHT LANE CLOSURE Comments:
POTHOLE EAST SIDE BENSON DR S,
SOUTH OF SE 172ND ST.
RIGHT LANE CLOSURE.
SIDEWALK ACCESSIBLE.
SPOTTER WILL ASSIST PEDESTRIANS.
SPEED
LIMIT
40
N
PH3 W4-2RIGHT
L
A
NE
CLOSED
AHEAD
W20-5
ROADWORKAHEAD W20-1
R
O
A
D
W
O
R
K
A
H
E
A
D
W
2
0
-
1108TH WAY SEROADWORKAHEADW20-1ROADWOR
KAHEA
D
W20-
1ROADWORKAHEADW20-1WORK AREA
12 X 360
350'
350'350'320'
BENSON DR S
SE 174TH STSE172NDST
www.invarion.com
MFP19006028
Not to scaleNOT TO SCALE
Date:01/07/2020 Author:Sharon Martos, Traffic Control Supervisor Project:N.588295 C.45
CERT:TCS # 010745 Designed for CenturyLink:By: SHARON MARTOS (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 retroreflective 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 of 11' for lane width.
6. Work hours will be ____am to ____pm.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Legend
Cone
Flagger
Not to scale Scale Marker
Work Area
Work Truck
TRAFFIC CONTROL PLAN
JOB # `N.588295 C.45
PERMIT #
Sharon Martos
Project # N.588295 C.45
Designed for CenturyLink
Sharon MartosApproved 01/07/2020
Traffic Control SupervisorTCS # 010745
Phone 253-737-5198sharon.martos@gmail.com
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
SE 172ND ST @ 106TH AVE SE
POTHOLE 4
ONE LANE 2-WAY
Comments:
POTHOLE WB LANE SE 172ND ST,
WEST OF 106TH AVE SE.
ONE LANE 2-WAY WITH FLAGGERS.
FLAGGERS WILL ASSIST PEDESTRIANS.
SE 172ND ST 106TH AVE SEROADWORKAHEADW20-1ROADWORKAHEADW20-1WORK AREA
10 X 90
SPEEDLIMIT
25
PH4
N
105TH AVE SEROADWORKAHEADW20-1ROADWORKAHEADW20-1BE PREPAREDTO STOPW20-7bBE PREPAREDTO STOPW20-7bW20-7aW20-7a100'
100'
100'100'
www.invarion.com
MFP19006028
Not to scaleNOT TO SCALE
Date:10/24/2019 Author:Sharon Martos, Traffic Control Supervisor Project:N.588295 C.45
CERT:TCS # 010745 Designed for CenturyLink:By: SHARON MARTOS (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 retroreflective 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 of 11' for lane width.
6. Work hours will be ____am to ____pm.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Sharon Martos
Project # N.588295 C.45Designed for CenturyLink
Sharon MartosApproved 10/24/2019
Traffic Control Supervisor
TCS # 010745Phone 253-737-5198
sharon.martos@gmail.com
Legend
Cone
Not to scale Scale Marker
Spotter
Work Area
Work Truck
SE 172ND ST @ 106TH AVE SE
POTHOLE 5
SHOULDER WORK
Comments:
ACCESS PED 10526 & REPLACE WITH BD7CMPH PED.
SET UP 2 BORE PITS.
NORTH SIDE SE 172ND ST, WEST OF
106TH AVE SE.
SHOULDER WORK.
SPOTTER WILL ASSIST PEDESTRIANS.
SE 172ND ST106TH AVE SEROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1DWYSHOULDERWORKW21-5WORK AREA
8 X 45
PED 10526
SPEED
LIMIT
25
100'
PH5
www.invarion.com
MFP19006028
Not to scaleNOT TO SCALE
Date:01/07/2020 Author:Sharon Martos, Traffic Control Supervisor Project:N.588295 C.45
CERT:TCS # 010745 Designed for CenturyLink:By: SHARON MARTOS (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 retroreflective 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 of 11' for lane width.
6. Work hours will be ____am to ____pm.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Legend
Cone
Not to scale Scale Marker
Spotter
Work Area
Work Truck
TRAFFIC CONTROL PLAN
JOB # `N.588295 C.45
PERMIT #
Sharon Martos
Project # N.588295 C.45Designed for CenturyLink
Sharon Martos
Approved 01/07/2020Traffic Control Supervisor
TCS # 010745
Phone 253-737-5198sharon.martos@gmail.com
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
SE 172ND ST @ BENSON DR S
POTHOLE 1
SHOULDER WORK
Comments:
POTHOLE NORTH SIDE SE 172ND ST,
WEST OF BENSON DR S.
SHOULDER WORK.
PARKING RESTRICTED.
SPOTTER WILL ASSIST PEDESTRIANS.
SPEEDLIMIT25
N
CEDAR AVE SDWYSE 172ND ST
S 35TH ST BEN
S
O
N
D
R
SROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEAD
W20-1 SHOULDERWORKW21-5PH1
WORK AREA
8 X 50
ROADWORKAHEADW20-1
NOFROM
TO
TOW AWAY AREAPHONE 684-5444YOUR COMPANY NAME 555-5555
PARKING
R7-T39
MH 645
www.invarion.com
MFP19006028
Not to scaleNOT TO SCALE
Date:01/07/2020 Author:Sharon Martos, Traffic Control Supervisor Project:N.588295 C.45
CERT:TCS # 010745 Designed for CenturyLink:By: SHARON MARTOS (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 retroreflective 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 of 11' for lane width.
6. Work hours will be ____am to ____pm.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Legend
Cone
Flagger
Not to scale Scale Marker
Work Area
Work Truck
TRAFFIC CONTROL PLAN
JOB # `N.588295 C.45
PERMIT #
Sharon Martos
Project # N.588295 C.45Designed for CenturyLink
Sharon Martos
Approved 01/07/2020Traffic Control Supervisor
TCS # 010745
Phone 253-737-5198sharon.martos@gmail.com
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
SE 172ND ST @ BENSON DR S
POTHOLE 2
ONE LANE 2-WAY
Comments:
POTHOLE EB LANE SE 172ND ST,
WEST OF BENSON DR S.
ONE LANE 2-WAY WITH FLAGGERS.
FLAGGERS WILL ASSIST
PEDESTRIANS.
SPEEDLIMIT25
N
CEDAR AVE SDWYSE 172ND ST
S 35TH ST BEN
S
O
N
D
R
SROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEAD
W20-1
ROADWORKAHEADW20-1
PH2BE PREPAREDTO STOPW20-7bBE PREPAREDTO STOPW20-7b
BE PREPAREDTO STOPW20-7bBE PREPA
R
E
DTO STO
P
W20-7
b W20-7aW20-7a350'
350'
100'
100'
100'
WORK AREA
12 X 90
www.invarion.com
MFP19006028
Not to scaleNOT TO SCALE
Date:10/24/2019 Author:Sharon Martos, Traffic Control Supervisor Project:N.588295 C.45
CERT:TCS # 010745 Designed for CenturyLink:By: SHARON MARTOS (DO NOT ALTER)
Comments:
General Requirements
1. All signs and spacing to conform to the MUTCD and CITY OF RENTONrequirements.2. Channelizing devices are 28" traffic cones with retroreflective 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 of 11' for lane width.
6. Work hours will be ____am to ____pm.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTON
TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Sharon Martos
Project # N.588295 C.45Designed for CenturyLink
Sharon MartosApproved 10/24/2019
Traffic Control Supervisor
TCS # 010745Phone 253-737-5198
sharon.martos@gmail.com
Legend
Cone
Not to scale Scale Marker
Work Area
Work Truck
TRAFFIC CONTROL PLAN
JOB # N.588295 C.45
PERMIT #
108TH AVE SE @ SE 172ND ST
MH 576 (2) LIDS
SHOULDER WORK
SPEEDLIMIT
25
Comments:
ACCESS MH 576 (2) LIDS.
WEST SIDE 108TH AVE SE, NORTH OF
SE 172ND ST.
SHOULDER WORK.
PARKING RESTRICTED.
N
MH 576
WORK AREA
10 X 50
ROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEAD
W20-1ROADWORKAHEADW20-1100'SHOULDERWORKW21-5NOFROM
TO
TOW AWAY AREAPHONE 684-5444YOUR COMPANY NAME 555-5555
PARKING
R7-T39
108TH AVE SE
SE 172ND STwww.invarion.com
MFP19006028
Not to scaleNOT TO SCALE
Date:10/24/2019 Author:Sharon Martos, Traffic Control Supervisor Project:N.588295 C.45
CERT:TCS # 010745 Designed for CenturyLink:By: SHARON MARTOS (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 retroreflective 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 of 11' for lane width.
6. Work hours will be ____am to ____pm.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTONTO ALTER THIS CERTIFIED TRAFFIC CONTROL PLAN
IN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
ONE LANE TWO WAY TAPER 50' MIN/100' MAX
Sharon Martos
Project # N.588295 C.45Designed for CenturyLink
Sharon MartosApproved 10/24/2019
Traffic Control Supervisor
TCS # 010745Phone 253-737-5198
sharon.martos@gmail.com
Legend
Cone
Not to scale Scale Marker
Spotter
Work Area
Work Truck
TRAFFIC CONTROL PLAN
JOB # N.588295 C.45
PERMIT #
SE 172ND ST @ 106TH AVE SE
PED 10526 -REPLCMT
(2) BORE PTS
SHOULDER WORK
Comments:
ACCESS PED 10526 & REPLACE WITH BD7CMPH PED.
SET UP 2 BORE PITS.
NORTH SIDE SE 172ND ST, WEST OF
106TH AVE SE.
SHOULDER WORK.
SPOTTER WILL ASSIST PEDESTRIANS.
SE 172ND ST106TH AVE SEROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1DWYSHOULDERWORKW21-5WORK AREA
8 X 45
PED 10526
SPEED
LIMIT
25
N
100'
BORE
PITS
www.invarion.com
MFP19006028
Not to scaleNOT TO SCALE
Date:10/24/2019 Author:Sharon Martos, Traffic Control Supervisor Project:N.588295 C.45
CERT:TCS # 010745 Designed for CenturyLink:By: SHARON MARTOS (DO NOT ALTER)
Comments:
General Requirements
1. All signs and spacing to conform to the MUTCD and CITY OF RENTONrequirements.2. Channelizing devices are 28" traffic cones with retroreflective 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 of 11' for lane width.
6. Work hours will be ____am to ____pm.
CHANNELIZING DEVICE SPACING (FEET)
MPH TAPER TANGENT
50/70
35/45
25/30
40
40
30
20
80
60
UNLAWFUL FOR ANYONE OTHER THAN CITY OF RENTON
TO ALTER THIS CERTIFIED TRAFFIC CONTROL PLANIN ANY FORM WITHOUT EXPRESS WRITTEN CONSENT FROM:SHARON MARTOS, TCS# 010745 sharon.martos@gmail.com
ONE LANE TWO WAY TAPER 50' MIN/100' MAXSharon Martos
Project # N.588295 C.45Designed for CenturyLink
Sharon MartosApproved 10/24/2019
Traffic Control Supervisor
TCS # 010745Phone 253-737-5198
sharon.martos@gmail.com
Legend
Cone
Not to scale Scale Marker
Spotter
Work Area
Work Truck
TRAFFIC CONTROL PLAN
JOB # N.588295 C.45
PERMIT #
SE 172ND ST @ BENSON DR S
MH 645 & (2) BORE PITS
SHOULDER WORK
SPEED
LIMIT
25
Comments:
ACCESS MH 645 & SET UP 2 BORE PITS.
NORTH SIDE SE 172ND ST, WEST OF
BENSON DR S.
BORE 480' +/-TO PED 10526.
SHOULDER WORK.
PARKING RESTRICTED.
SPOTTER WILL ASSIST PEDESTRIANS.
ROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEADW20-1ROADWORKAHEAD
W20-1 SHOULDERWORKW21-5N
CEDAR AVE SDWYSE 172ND ST
S 35TH ST
BE
N
S
O
N
D
R
S
SE 172ND ST106TH AVE SEPED
NOFROM
TO
TOW AWAY AREAPHONE 684-5444YOUR COMPANY NAME 555-5555
PARKING
R7-T39
BORE
PITS
BORE
PITSMH 645
www.invarion.com
Additional Traffic control
may be needed for the
potholing of utilities. This is
Soos Creek's service area
MFP19006028
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.1277480000000”NVICINITY MAPREVISION # SHEET # REASON FOR REVISION REVISED BY DATEREVISION 1 1, 3 & NEW 4 ADDITION SHEET 4 FOR UTILITIES SL 12/12/19SCOPE OF WORK:PHASE 1: 2 EACH 4'X4' BORE PITS-BORE 2-4" HDPE-APPROX. 480' FROM PEDESTAL 10526 TO MANHOLE 645. PLACE NEW ANMW-900 IN 4" HDPE-SPLICE LIKEFOR LIKE. OVERSET PEDESTAL 10526 & NEW HDPE WITH 1 BD7CMPH PEDESTAL.PHASE 2: AFTER NEW ANMW-900 SPLICED LIKE FOR LIKE-ABANDON DIRECT BURIED 900X IN PLACE-REMOVE CUT DEAD 1800X FROM MANHOLE 645 TOMANHOLE 576 & RETURN TO 7235 S. 228th STREET, KENT-SWEEP VACATED 4" DUCT UP INTO PEDESTAL 10526-PLACE 3-1.25" INNERDUCT IN VACATED 4"FROM MANHOLE 645 THRU MANHOLE 466 (WITH NO OPENING) TO PEDESTAL 10526 (APPROX. 480') THEN FROM PEDESTAL 10526 TO MANHOLE 576. (APPROX.797') ONCE WORK COMPLETE REMOVE TOP 3-18' RISER RINGS OF MANHOLE 466-FILL WITH SAND & ABANDON.MT LTD ENGINEER: TERESA BRADFORDPHONE NO: (253) 686-6903EMAIL: teresa.bradford@centurylink.comDRAFTED BY: MOUNTAIN LTD/SL 09/30/1923N5E29N.588295W26226RNTNWA0110526 SE 172ND STREETRENTON, WA 9805514FIBER ENGINEER: JESSE PATJENSPHONE NO: (425) 429-5722EMAIL: jesse.patjens@centurylink.comMFP19006028
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 #STATIONHT-CL-YRPROPOSED 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 DAYSMT LTD ENGINEER: TERESA BRADFORDPHONE NO: (253) 686-6903EMAIL: teresa.bradford@centurylink.comDRAFTED BY: MOUNTAIN LTD/SL 09/30/1923N5E29N.588295W26226RNTNWA0110526 SE 172ND STREETRENTON, WA 9805524FIBER ENGINEER: JESSE PATJENSPHONE NO: (425) 429-5722EMAIL: jesse.patjens@centurylink.comMFP19006028
NOTICE-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 DAYSMT LTD ENGINEER: TERESA BRADFORDPHONE NO: (253) 686-6903EMAIL: teresa.bradford@centurylink.comDRAFTED BY: MOUNTAIN LTD/SL 09/30/1923N5E29N.588295W26226RNTNWA0110526 SE 172ND STREETRENTON, WA 9805534FIBER ENGINEER: JESSE PATJENSPHONE NO: (425) 429-5722EMAIL: jesse.patjens@centurylink.comNOTE: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. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R/W R/W
R/W
R/W
R/W R/W EOP EOP EOP EOP 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 EOP EOP EOP EOP EOP EOP C/L C/L C/L C/L R/
W
R/
W
R/
W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W EOP EOP C/L C/L C/L C/L C/L EOP E
O
P
E
O
P
C/
L
C/
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C/L
C/L
R/W
R/W R/W R/W R/W R/W R/
W
R/
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R/W 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 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 R/W R/W R/W R/W R/W R/W R/W EOP EOP 60'58'75'34'17'17'164'109'44'11'11'11'11'TTTT x x x
x x x x x
x x x x x x x x x x NOTE:@ MANHOLE 466, PLACE3-1.25" INNERDUCT INVACATED 4" FROM MANHOLE645 THRU MANHOLE 466 (WITHNO OPENING). ONCE WORK ISCOMPLETE REMOVE TOPRISER 3-18' RINGS THEN FILLWITH SAND & ABANDON.NOTE:2 EACH 4'X4' BOREPITS-FROM MANHOLE 645,BORE 2-4" HDPE-APPROX.480' TO PEDESTAL 10526.480'NOTE:ABANDON DIRECTBURIED 900X IN PLACE.NOTE:REMOVE CUT DEAD 1800X FROMMANHOLE 645 TO MANHOLE 576.SCOPE OF WORK:PHASE 1: 2 EACH 4'X4' BORE PITS-BORE 2-4" HDPE-APPROX. 480' FROM PEDESTAL10526 TO MANHOLE 645. PLACE NEW ANMW-900 IN 4" HDPE-SPLICE LIKE FOR LIKE.OVERSET PEDESTAL 10526 & NEW HDPE WITH 1 BD7CMPH PEDESTAL.PHASE 2: AFTER NEW ANMW-900 SPLICED LIKE FOR LIKE-ABANDON DIRECT BURIED900X IN PLACE-REMOVE CUT DEAD 1800X FROM MANHOLE 645 TO MANHOLE 576 &RETURN TO 7235 S. 228th STREET, KENT-SWEEP VACATED 4" DUCT UP INTOPEDESTAL 10526-PLACE 3-1.25" INNERDUCT IN VACATED 4" FROM MANHOLE 645THRU MANHOLE 466 (WITH NO OPENING) TO PEDESTAL 10526 (APPROX. 480') THENFROM PEDESTAL 10526 TO MANHOLE 576. (APPROX. 797') ONCE WORK COMPLETEREMOVE TOP 3-18' RISER RINGS OF MANHOLE 466-FILL WITH SAND & ABANDON.NOTE:PLACE 3-1.25" INNERDUCT IN VACATED 4" FROMMANHOLE 645 THRU MANHOLE 466 (WITH NO OPENING)TO PEDESTAL 10526 (APPROX. 480') THEN FROMPEDESTAL 10526 TO MANHOLE 576. (APPROX. 797')NOTES:SWEEP VACATED 4" DUCT UP INTOPEDESTAL 10526 THEN OUT & OVERSETPEDESTAL 10526 & NEW HDPE WITH 1BD7CMPH PEDESTAL.DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAYDRIVEWAY 105th AVE SESIDEWALKBENSON DR. S.SIDEWALKSIDEWALKSE 172nd STREETSE 172nd ST.S. 35th STREETSIDEWALKBENSON RD. S.
(108th WAY SE)
SIDEWALK
PLANTER
PLANTER
SIDEWALKSIDEWALKS. 36th ST.SIDEWALKSIDEWALK CEDAR AVE S.SIDEWALK
106th AVE SE
108th AVE SESE 172nd STREETSIDEWALKPLANTERSIDEWALKSE 172nd STREETSIDEWALKPLANTERSIDEWALK PARCEL#0087000211PARCEL#0087000214PARCEL#008700029332'46'16'16'5+57 4'X4' BORE PIT 2CTL PED 10526
OVERSET WITH BD7CMPH
0+77 CTL MH 6454'X4' BORE PIT 1 0+00 CTL MH 466145'68'12+77 CTL MH 576(2 MH LIDS)7'7'CEDAR AVE S.60' x x x x x x x x x x WW62'NOTE:EXISTING CTL.SEE SHEET 4 FOR UTILITIESMFP19006028
NOTICE-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 DAYSMT LTD ENGINEER: TERESA BRADFORDPHONE NO: (253) 686-6903EMAIL: teresa.bradford@centurylink.comDRAFTED BY: MOUNTAIN LTD/SL 09/30/1923N5E29N.588295W26226RNTNWA0110526 SE 172ND STREETRENTON, WA 9805544FIBER ENGINEER: JESSE PATJENSPHONE NO: (425) 429-5722EMAIL: jesse.patjens@centurylink.comNOTE:FOR UNDERGROUND ACTIVITY: TEST AND VENTILATEMANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACEWARNING DEVICES AND WORK AREA PROTECTION ASREQUIRED, AND USE EYE AND HEAD SAFETY PROTECTIONPER FEDERAL, STATE, AND LOCAL REGULATIONS. EOP EOP EOP EOP EOP EOP EOP EOP EOP 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 C/L C/L C/L
C/L
EOP EOP EOP EOP EOP EOP
EOP
EOP EOP EOP EOP EOP EOP SD SD EOP EOP
EOP
EOP
R/W
R/W
R/W R/W R/W
R/W
R/
W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W EOP EOP EOP EOP EOP EOP R/W R/W EOP EOP EOP 60'58'75'34'17'17' C/L C/L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 164'109'44'11'11'11'11'TTTT x x
x x x x x
x x x x x x x x x x
x x x NOTE:2 EACH 4'X4' BOREPITS-FROM MANHOLE 645,BORE 2-4" HDPE-APPROX.480' TO PEDESTAL 10526.480'NOTE:ABANDON DIRECTBURIED 900X IN PLACE.NOTE:REMOVE CUT DEAD 1800X FROMMANHOLE 645 TO MANHOLE 576.SCOPE OF WORK:PHASE 1: 2 EACH 4'X4' BORE PITS-BORE 2-4" HDPE-APPROX. 480' FROM PEDESTAL 10526 TO MANHOLE 645. PLACE NEWANMW-900 IN 4" HDPE-SPLICE LIKE FOR LIKE. OVERSET PEDESTAL 10526 & NEW HDPE WITH 1 BD7CMPH PEDESTAL.PHASE 2: AFTER NEW ANMW-900 SPLICED LIKE FOR LIKE-ABANDON DIRECT BURIED 900X IN PLACE-REMOVE CUT DEAD1800X FROM MANHOLE 645 TO MANHOLE 576 & RETURN TO 7235 S. 228th STREET, KENT-SWEEP VACATED 4" DUCT UPINTO PEDESTAL 10526-PLACE 3-1.25" INNERDUCT IN VACATED 4" FROM MANHOLE 645 THRU MANHOLE 466 (WITH NOOPENING) TO PEDESTAL 10526 (APPROX. 480') THEN FROM PEDESTAL 10526 TO MANHOLE 576. (APPROX. 797') ONCEWORK COMPLETE REMOVE TOP 3-18' RISER RINGS OF MANHOLE 466-FILL WITH SAND & ABANDON. R/W R/W R/W R/W R/W R/W R/W R/W R/W
DRIVEWAY
DRIVEWAY
DRIVEWAY
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DRIVEWAY
105th AVE SESIDEWALKBENSON DR. S.SIDEWALKSIDEWALKSE 172nd STREETSE 172nd ST.BENSON RD. S.
(108th WAY SE)
SIDEWALK
PLANTER
PLANTER
SIDEWALK
CEDAR AVE S.SIDEWALK
106th AVE SE
SE 172nd STREETSIDEWALKPLANTERSIDEWALKPARCEL#0087000211PARCEL#0087000214PARCEL#008700029332' C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C
/L
C
/L
46'16'16'5+57 4'X4' BORE PIT 2
CTL PED 10526
OVERSET WITH BD7CMPH
0+77 CTL MH 6454'X4' BORE PIT 1 0+00 CTL MH 466145'68'12+77 CTL MH 576(2 MH LIDS)7'7' C/L C/L C/L C/L C
/L 60'CEDAR AVE S. x x x x x x x x x x x SD SD SD SD SD SD SD SD TGGGGGGGGGGGGG62'EENOTE:EXISTING STREETLIGHT. TS TS T34'5'39'WWWWWWWWW15'W/L17'G/L23'CTLTTTTTTTTTTT TTT25'PSE25'G/L31'CTL C/L C/L 12'SD19'SDWWUTILITIES DETAILNOTE:@ MANHOLE 466, PLACE 3-1.25"INNERDUCT IN VACATED 4" FROMMANHOLE 645 THRU MANHOLE 466(WITH NO OPENING). ONCE WORKIS COMPLETE REMOVE TOP RISER3-18' RINGS THEN FILL WITH SAND& ABANDON.NOTE:PLACE 3-1.25" INNERDUCT IN VACATED 4" FROMMANHOLE 645 THRU MANHOLE 466 (WITH NO OPENING)TO PEDESTAL 10526 (APPROX. 480') THEN FROMPEDESTAL 10526 TO MANHOLE 576. (APPROX. 797')NOTES:SWEEP VACATED 4" DUCT UP INTOPEDESTAL 10526 THEN OUT & OVERSETPEDESTAL 10526 & NEW HDPE WITH 1BD7CMPH PEDESTAL.NOTE:GAS MARKED 3"ON THIS END.This is Soos Creek's service area.There may be additional sewer orwater mains located along this borepath. Pothole all existing utilities.MFP19006028