Cotton Belt-PN200325RIGHT-OF-WAY USE PERMIT APPLICATION
Permit valid for 90 calendar days from date of approval
Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. or e-mail to engineer@coppelltx.gov (see button below)
Date of Submittal: Applicant’s Job # / Work Order #
PERMIT FEE:$100.00
(No charge to Utility Companies with approved Franchise/ROW Use Agreement)
Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider?
Utility Company Represented:
Oncor Electric Delivery Atmos Energy Verizon SBC/ AT&T
Time Warner Cable CoServ Electric/Gas Other
Estimated Start Date Estimated Completion Date*
* Completion requires submittal of Completion Verification Notice (see page 4)
Right-of-Way Use Permit Application Page 2 of 4
Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which
includes but is not limited to: Erosion Control Ordinance, compaction requirements (density tests may be required at
applicant's expense) and barricading according to the Texas Manual on Uniform Traffic Control Devices.
Area(s) affected must be restored to as good condition as before the commencement of work (grading, drainage,
vegetation, and erosion control). To schedule Public Works final inspection (Page 4) call 972-462-5155.
UTILITY RELOCATION CHECKLIST FOR WORK WITHIN
CITY OF COPPELL RIGHTS-OF-WAY OR EASEMENTS
Listed below are minimum requirements for utility relocation projects:
1.A copy of the valid approved City of Coppell permit is required on the project at all times.
2.Notify adjacent property owners (commercial & residential) of project timeline; provide them with contact
names and phone numbers.
3.Proper erosion control measures must be taken.
4.Follow Texas MUTCD standards for work in traffic zones.
5.Sod is to be replaced when necessary.
6.Irrigation repairs must be performed in a timely manner.
7.Follow OSHA recommended trench safety at all times.
8.Repair existing utilities that are damaged, including but not limited to clean-outs, water valves, and SS
manholes.
9.Densities may be required in trench lines (ASTM).
10.Care and repair of street signage is the responsibility of the contractor.
11.No work is to be done in collector roadways before 9:00 a.m. or after 3:00 p.m.
12.Prior notice of work activity on weekends and holidays must be in writing.
13.Line locates must be performed in advance by contacting - 1 800 DIG TESS and/or the following:
CITY OF COPPELL UTILITIES DIVISION coppelltx.gov/utility-operations-division
972/ 462-5155
CITY OF COPPELL ENGINEERING DEPT.
972/ 304-3679
HOMEOWNER ASSOCIATIONS
972/ 304-3678 (Planning Department)
TIME WARNER CABLE FEDERAL EMERGENCY MGMT. ADMIN.
214/ 320-5455 (Mike Rasmussen)940/ 898-5138
AT&T LOCAL NETWORK TEXAS COMM. on ENVIRONMENTAL QUALITY
214/ 215-3031 (Rich Millenman)817/ 588-5800
COSERV Gas & Electric DENTON CO. LEVEE DISTRICT
940/ 321-7800 x 7624 (Greg Ward)214/ 352-5118 (Richard Hightower)
EXPLORER PIPELINE Atmos Energy
918/ 493-5100 (Patrick Nwakoby)972/360-4428 (Gary Dickinson)
ONCOR Electric Delivery
972/ 323-8917 (Larry Redick)
VERIZON COMMUNICATIONS 1 800 DIG TESS for line locates
972/ 318-5277 (344 - 8377)
14.Contaminants must be removed from work area daily and disposed of properly outside the City.
15.Streets, sidewalks and alleys must be kept clean of construction material and debris.
16.“Clean-up” requires returning work area to pre-project condition or better.
17.Contractor is required to contact Public Works Division for Completion Verification Notice. (see pg. 4)
Page 3 of 4
Page 4 of 4
UTILITY RELOCATION IN RIGHT-OF-WAY OR EASEMENT
COMPLETION VERIFICATION NOTICE
Contact City of Coppell Public Works Division at 972-462-5155 to schedule an inspection
with Utility & Streets personnel to verify that your project has been completed to City of
Coppell specifications. Failure to schedule verification inspection may delay future projects.
Franchise Utility Name
Project Location / Applicant's Work Order # (if applicable)
Sub-contractor Company Name
24 hr.Contact Number
Date of Verification Appointment
Time of Verification Appointment
INFORMATION BELOW TO BE COMPLETED BY CITY OF COPPELL PUBLIC WORKS PERSONNEL
A copy of this completed notice can be provided to the address below
or e-mailed by using the button below:
City of Coppell Engineering Dept.
255 Parkway Blvd., Coppell TX 75019
Office: 972-304-3679 Fax: 972-304-3570
Follow-up needed? Follow-up scheduled for Yes No
and found to be acceptable / not acceptable because
of Streets Maintenance Division on
Lane Closure Request Form
For City permit reasons, please turn in request 3 weeks prior to implementation
(TxDOT ROW approval may take 4 to 7 weeks)
Date of
request
03/23/2020
Contact
Person /
Phone
number
Pablo Retana/682-552-9906
City where
work will be
performed
COPPELL, TX
Location and
cross street
FREEPORT PKWY & SW BLVD./ COPPELL RD & SW BLVD./ SW BLVD. EAST OF COPPELL
S. BELTLINE RD SOUTH OF SW BLVD./ E. BELTLINE RD. WEST OF MOORE RD
Lanes to be
closed (right,
left, full)
NB LT LANE FREEPORT PKWY NORTH OF THE RR XING
SB CENTER OF S. COPPELL RD NORTH OF THE RR XING
CL OF SW BLVD./ SB LN OF S. BELTLINE/ WB LN OF E. BELTLINE RD
Implementat
ion Date(s)
and Times
(Start / End)
FRIDAY MARCH 27TH 9:00AM TO 3:00PM OR THE SOONER IF POSSIBLE
Scope of
Work
WE PREFERABLY NEED A SLOW ROLL TO SHADOW BEHIND A CREW WHLE THEY OPEN
AND GET ACCESS INSIDE OF MANHOLES. THERE ARE 10 MH+/- THAT WE NEED
ACCESS TO. THE TIME ALOTTED LIKELY WONT BE AS LONG.
EACH INVERT SHOULD ONLY TAKE 1O MIN MAX
Additional
Information
Please attach a Google Earth photo with your work limits
Return completed request form to Eric Christman (MOT Manager)
echristman@walshgroup.com
(817) 939-8878
DN:CK:DW:CK:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
TxDOT TxDOT TxDOT TxDOT
HIGHWAY
SHEET NO.
Texas Department of Transportation
C TxDOT
TCP(6-7)-12of this standard to other formats or for incorrect results or damages resulting from its use.kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of anyDISCLAIMER:CONT
FILE:DATE:Traffic Operations Division Standard
1-97
4-98
TERM STATIONARY
INTERMEDIATE
STATIONARY
LONG TERM
STATIONARY
SHORT TERM
TYPICAL USAGE
MOBILE
DURATION
SHORT
Channelizing Devices
LEGEND
GENERAL NOTES
Control Position (CP)
Message Sign (PCMS)
Portable Changeable
M Truck Mounted Attenuator
Barrier Vehicle with
Traffic Flow
9
WARNING THE TRAFFIC QUEUE
9
10
11
12
13
RELEASING STOPPED TRAFFIC
4
5
10
11
A
B
C,D
12
Shoulder
Shoulder
Shoulder
Shoulder
M
STARTING POSITION
M
Shoulder
Shoulder
then continue to decelerate slowly until bringing traffic to a stop near the barrier vehicles.
opportunity to be staged upstream of the work space after traffic has cleared. The LEOVs should
to pass, and begin to decelerate. The LEOVs should continue to decelerate, giving the barrier vehicles
lights and headlights should be turned "ON". The LEOVs should maintain formation, not allow traffic
Once the LEOVs have achieved an abreast blocking formation while traveling toward the CP, emergency
Starting position of the LEOVs should be in advance of the most distant warning signs.
flashing/oscillating/strobe lighting shall be used for each lane to be closed.
One barrier vehicle with a Truck Mounted Attenuator and amber or blue and amber high intensity
communication with all LEOVs involved.
Engineer's or Contractor's point of contact (POC) during the operation in order to improve
approaching a queue. An additional lead law enforcement officer is desirable to remain with the
There should be one LEOV for every lane to be controlled, plus a minimum of one to warn traffic
area where a queue is expected to build should be closed.
necessary to complete the work should be gathered near the work area. Entrance ramps located in the
Prior to beginning the roadway closure sequence, all equipment, materials, personnel, and other items
the WARNING LEOV, or where movement of the LEOVs or barrier vehicles will be impeded.
when median width permits. Warning signs should not be placed on the paved shoulders that will be used by
temporary roadway closure sequence. Duplicate signs should be erected on the median side of the roadway
Traffic control devices should be installed or located near their intended position prior to beginning
FREEWAY
CLOSED
AHEAD
(See General Notes)500'
1000'1000'1000'1000'1600'
Shoulder
Shoulder
15
MINUTE
DELAY
1000'
Space
Work
Typical Expected queue length = 1 mile
1000' Min.
Varies
4
3
1
2
1
2
3
4
36" X 48"
R4-17
48" X 48"
CW20-3D
36" X 48"
R4-17
6
Shoulder
Shoulder
5
1600'
5
6
Space
Work500' Min.
REDUCING SPEED OPERATION
ALL TRAFFIC STOPPED AT CP
flashing/oscillating/strobe lighting "ON," and the transmission in gear.
The barrier vehicles should be parked, one in each lane, the parking brake set, with the high visibility
They should stay in radio contact with the WARNING LEOV.
to provide law enforcement presence at the closure and keep shoulders blocked ahead of the work space.
Once traffic is stopped the LEOVs should park on the shoulders with emergency lighting "ON" in order7
8
1
2
3
48" X 48"
CW3-4
48" X 48"
CW3-4
7
8
before closing
must clear
Last vehicle
Min.
Space
Work
E
positions if necessary.
LEOVs and barrier vehicles should re-group at their respective starting
that traffic is moving satisfactorily before merging or proceeding.
The LEOV or LEOVs on the right shoulder may remain on the shoulder until satisfied
in the plan view.
shoulder followed by the barrier vehicles, from left to right, as shown alphabetically
When the roadway is clear for traffic, the LEOV should proceed forward from the left
and maintain an adequate clear zone.
All equipment, materials, personnel, and other items should be removed from the roadway
1000' until reaching
in sequence every
Should be repeated*
**
CLOSURE SEQUENCE
SHORT DURATION FREEWAY
TRAFFIC CONTROL PLAN
Approx.
1000' - 1500'
Officer's Vehicle(LEOV)
Law Enforcement
WARNING LEOV may proceed ‚ mile or more in advance of the queue.
sharp roadway curvature, etc.) may occur to motorists approaching the queue, the
queue develops. When determined that limited sight distance situations (crest of hills,
lights on approximately 1000' in advance of the traffic queue (stopped traffic) as the
The WARNING LEOV should proceed to the right shoulder of the roadway, with emergency
CARS PER HOUR PER LANE.
WHEN TRAFFIC VOLUMES ARE LESS THAN 1000 PASSENGER
THIS PLAN IS INTENDED TO BE USED AT LOCATIONS/TIMES
choice of an alternate route.
of the last available exit prior to the closure to allow motorists the
closure sequence. When possible, PCMS signs should be located in advance
sequence, the advance warning should be extended prior to repeating the road
7.If traffic queues beyond the advance warning signs during one road closure
elsewhere in the plan.
(PCPHPL), or for roadway closures that exceed 15 minutes, see details
6.For traffic volumes greater than 1000 Passenger Cars Per Hour Per Lane
flow appears normal the roadway closure sequence may be repeated.
and the roadway reopened. When the queue has dissipated and the traffic
should be cleared of all equipment, materials, personnel, and other items,
queue extends past the most distant advance warning signs, the work area
If the work is not complete within 15 minutes, or if the end of the traffic
otherwise directed by the Engineer based on existing roadway conditions.
5.Work should be limited to approximately 15 minutes maximum duration unless
or as directed by the Engineer.
4.The roadway closure should be during off-peak hours, as shown in the plans,
roadway where median shoulder width permits (See sequence #9 ).
Officer's Vehicle (LEOV) may be used on the median side of the
locale of the work area. An additional WARNING Law Enforcement
3.Law enforcement officers shall be in uniform and have jurisdiction in the
dates and approximate times of closures.
and media should have advance notification of roadway closure, expected
Pre-work meetings may be held for this purpose. Local emergency services
understand all procedures before the roadway closure sequence begins.
2.Law enforcement officers and all workers involved should review and
Engineer.
of access roads, cross streets, exit and entrance ramps as directed by the
or covered. Additional traffic control devices may be required for closure
conflicting with the roadway closure sequence should be completely removed
guidelines for traffic control devices may be found in the TMUTCD. Signs
Texas Manual on Uniform Traffic Control Devices (TMUTCD). Additional
1.All traffic control devices shall conform with the latest edition of the
tcp6-7.dgn
48" X 48"
CW20-1D
48" X 48"
CW20-1D
207
8-12
February 1998