HomeMy WebLinkAboutMFP23001984.pdfNote: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐ Electronic Copy of the TCP Application
☐ Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
CSG 237415
1632 ROLLING HILLS AVE SE Renton,WA 98055
MONDAY - FRIDAY 8:30 AM 3PM
Prince Telecom LLC
Christie Walker or Ryan Wilkerson 253-294-6548 or 253-261-1882
13701 24th St E Bldg "G"Sumner,WA 98390
Requesting to bore 15'in r/w and place 2"PVC.Begin at ped on Northwest corner of 1626's property bore
15'west then south for service to 1632.Utility crossing to be potholed to ensure required separation is
maintained,locations to be identified at pre con inspection.All substructures have a 36 inch cover.
MFP23001984
5/2/2023Holly Powers - CED
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)
16th Pl Se
Rollings Hill Ave SeROADWORKAHEAD W20-1W20-7aW20-4100'ABC100'100'ONE LAN
EROADAHEAD
sidewalk ROADWORKAHEADW20-1W20-7aW20-4100'ABC100'100'ONE LANEROADAHEADROADWORKAHEADW20 -1 W20 -7b
A B
BE PREPAREDTO STOP100'100'
W20 -7a
C
100'
Prince telecom
telecommunications
installation
Christie Walker
253-891-2899
JOB # CSG237415
TYPICAL PROTECTIVE
VEHICLE TYPE
WITH TMA
TYPICAL PROTECTIVE VEHICLE
(WITH TMA) LOADED WEIGHT
(LBS)
STATIONARY
OPERATION
(ft)
30 MIN.
100 max.
MINUMIM WEIGHT 16000 LBS
(MAXIMUM WEIGHT SHALL BE IN ACCORDANCE
WITH MANUFACTURER RECOMMENDATION
4 YARD DUMP TRUCK
SERVICE TRUCK
FLAT BED, ETC
PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE
LONGITUDINAL BUFFER SPACE = B
ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT
A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE IF NO TMA IS USED,
THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD WORKERS AND
NO ROLL AHEAD DISTANCE IS SPECIFIED. REFER TO CHAPTER 1.5.5 FOR ADDITIONAL INFORMATION
CHANNELIZING DEVICE SPACING CHART (FEET)
50/70
35/45
20/30
mph *Half-Spacing*TAPER TANGENT
20
N/A
40
30
20
80
60
40N/A
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (mph)
LENGTH (ft)
25 30 35 40 45 50 55 60 65 70
155 200 250 305 360 425 495 570 645 730
MINIMUM TAPER LENGTH = L (feet)
POSTED SPEED (mph)
25 30 35 40 45 50 55 60 65 70
LANE
WIDTH
(feet)
10
11
12
105
115
125
150
165
180
205
225
245
270
295
320
450
495
540
500
550
600
550
605
660
660
720
---
--780 840
SIGN SPACING = X (FEET) (1)
FREEWAYS & EXPRESSWAYS
RURAL HIGHWAYS
RURAL ROADS
RURAL ROADS and URBAN ARTERIALS
RURAL ROAD, URBAN ARTERIALS
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS
ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
55/70 mph
60/65 mph
45/55 mph
35/40 mph
25/30 mph
25mph or less
1500ft +/-
800ft +/-
500ft +/-
350ft +/-
200ft +/-(2)
100ft +/-(2)
(1) All spacing may be adjusted to accomodate interchange ramps, at-grade
intersections, and driveways.
(2) This spacing may be reduced in urban areas to fit roadway conditions.
MERGING, SHIFTING, and SHOULDER TAPER LENGTHS
and NUMBER OF CHANNELIZATION DEVICES USED
10ft LANE 11ft LANE 12ft LANE
L L L1/2L 1/2L 1/2L
Lane
width
MPH Merging Merging MergingDevicesShiftingDevicesDevicesDevices Devices DevicesShiftingShifting
SHOULDER TAPERS
(assume 10ft shoulders)
1/3L
Devices(FT)
LengthMPH
20
25
30
35
40
45
50
55
60
65
70
70
105
150
205
270
450
500
550
600
650
700
6
6
8
8
10
16
14
15
16
17
19
35
55
75
105
135
225
250
275
300
325
350
3
4
5
5
6
9
8
8
9
9
10
75
115
165
225
295
495
550
605
660
715
770
6
7
9
9
11
18
15
16
18
19
20
40
60
85
115
150
250
285
305
330
370
385
3
4
5
5
6
9
8
9
9
10
11
80
125
180
245
320
540
600
660
720
780
840
6
7
10
9
12
19
16
18
19
21
22
40
65
90
125
160
270
300
330
360
390
420
3
4
5
5
6
10
9
9
10
11
12
20
25
30
35
40
45
50
55
60
65
70
25
35
50
70
90
150
170
185
200
220
235
3
3
3
4
4
6
6
6
6
7
7
Shoulder tapers equals
shoulder Width x Speed/3
<15'>
1626
1632
existingped
NORTH
NOT TO SCALE
KENNY'S TRAFFIC ZONE PLANSTRAFFIC CONTROL PLAN PREPARATION
PH # 425-223-7689
TRAFICPLAYR@AOL.COM
Longview, Wa STOP
KENNY STERTZ
TRAFFIC CONTROL SUPERVISOR
Washington Oregon
((ID# WA016416 SJ833B
D.O.E 03/29/2026 5/31/2024
cones -
flagger -
www.invarion.com
Place Large Photo Detail Here
CSG 237415 1632 ROLLING HILLS AVE SE RENTON,WA 98055 SOW Detail Overview
Prepared By:Christie Walker
253-294-6548 Rev Requesting to bore 15' in r/w and place 2" PVC. Begin at ped on Northwest corner of
1626's property bore 15' west then south for service to 1632. Utility crossing to be
potholed to ensure required separation is maintained, locations to be identified at pre
con inspection. All substructures have a 36 inch cover.
Date:
ENGINEERED FOR:DROP BURY
REVISION
Comcast ESS
Date
EXISTING PED
15' ROW BORE
MFP23001984
Requesting to bore 15' in r/w and place 2" PVC. Begin at ped on Northwest corner of
1626's property bore 15' west then south for service to 1632. Utility crossing to be
potholed to ensure required separation is maintained, locations to be identified at pre
con inspection. All substructures have a 36 inch cover.
Date:
ENGINEERED FOR:DROP BURY
REVISION
Comcast ESS
Prepared By:Christie Walker
253-294-6548 Rev Date
Place Large Photo Detail Here
CSG 237415 1632 ROLLING HILLS AVE SE RENTON,WA 98055 SOW Detail Overview
EXISTING PED
15' ROW BORE
MFP23001984
Requesting to bore 15' in r/w and place 2" PVC. Begin at ped on Northwest corner of
1626's property bore 15' west then south for service to 1632. Utility crossing to be
potholed to ensure required separation is maintained, locations to be identified at pre
con inspection. All substructures have a 36 inch cover.
Date:
ENGINEERED FOR:DROP BURY
REVISION
Comcast ESS
Prepared By:Christie Walker
253-294-6548 Rev Date
Place Large Photo Detail Here
CSG 237415 1632 ROLLING HILLS AVE SE RENTON,WA 98055 SOW Detail Overview
EXISTING PED
15' ROW BORE
MFP23001984