Verizon-PT 990121FORM 1023 :~'--{- .'~
APPROVAL
TO: City of Coppell HwyNo: SH 121
255 Parkway Blvd Control: 0364 Section: 0;2
Coppell TX 75019- Maintenance Section: 04
Dallas County
Attn: Ken Griffin Date: 01/:21/99
The Texas Department of Transportation (TxDOT) offers no objection to the location on the right-of-
way of your proposed 8" WATER line as shown on the accompanying drawings and notice dated
01105199 except as shown below.
It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or
easement in or upon this highway; and it is further understood that the TxDOT may require the owner
to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice.
You are requested to notify this office prior to commencement of any routine or periodic maintenance
which requires pruning of trees within the highway right-of- way, so that we may provide
specifications for the extent and methods to govern in trimming, topping, tree balance, type of cuts.
painting cuts and clean up. These specifications are intended to preserve our considerable
investment in highway planting and beautification, by reducing damage due to trimming.
The installation shall not damage any part of the highway and adequate provisions must be made to
cause minimum inconveniences to traffic, and adjacent property owners. In the event the Owner
fails to comply with any or all of the requirements as set forth herein, the State may take such action
as it deems appropriate to compel compliance.
SPECIAL PROVISIONS: * General Utility Specifications
· Water & Pressure Sewer Pipelines * Trench Excav. & Pit Locations
· Specifications For Backfill
* TAP EXISTING 12" LINE FOR SERVICE OFF RIGHT-OF-WAY.
* Revegetation Special Provisions: In order to minimize erosion and sedimentation resulting from the
proposed installation, the project area will be revegetated
* in accordance with TxDOT's Standard Specification Item 164 which specifies the appropriate
grass seed mix to be used.
All applicants must contact and/or permit with local governments prior to start of construction.
Please not~fy PHIL SIMONS TELEPHONE (940) 387-1324 forty-eight (48) hours
prior to starting construction of the line in order that we may have a representative present.
Texas Department of Transportation
By:
PERMIT NO. 19990120055 S Dallas District
GENERAL UTILITY INSTALLATIONS
1. GENERAL - A copy of this permit must be kept on the jobsite at all
times during the utility construction. Unless other arrangements are
made with the designated Texas Department of Transportation (herein
after called TxDOT) Inspector, no work will be performed on Saturday,
· Sunday, Holidays, or hours other than standard working hours. Utility
lines shall be located to avoid or minimize the need for adjustments
to accommodate future highway improvements.
All work (location of utilities, installation and/or future
maintenance) will be performed without any cutting of the pavement
unless it is specifically stated on the permit that approval is given
to open cut the pavement.
No explosives shall be used within the limits of the TxDOT highway
right of way for utility installations.
2. COORDINATION OF WORK - Failure to contact the person listed on the
approval notice as instructed may cause a delay in the utility work.
If the installation is within the limits of an active highway
construction project, the utility work must be coordinated with the
TxDOT Contractor and Inspectors. The work by the utility shall not
cause any delays to the TxDOT contractor or construction.
3. TRAFFIC SAFETY, BARRICADES, WARNING DEVICES, ETC. - Traffic
control and protective devices shall be used and must conform to the
TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES for streets and
highways. All Barricades, warning devices, signs, flashers, and
flagpersons shall be provided by the utility agency or contractor.
No traffic shall b9 blocked or stopped at any time without the
presence of a flagperson. Closure of a lane of traffic for any
utility work will not be permitted without the submission of a Traffic
Control Plan-as part of the approved permit, and is subject to the
approval of Area Engineer or his designated representative.
Vehicles, equipment, construction material and personnel not necessary
to the timely installation of the facility shall be kept as far as
possible from the traveling public. Any above ground obstruction or
bore pit located closer than the clear zone distances outlined in the
"Trench Excavation and Pit Locations" specification shall be protected
by barricades, signs, warning devices metal beam guard fence and/or
concrete traffic barriers as deemed necessary by the TxDOT Inspector.
At the end of every construction day, all equipment and materials
shall be removed as far from the roadway edge as possible.
1
T~)OT.~ D~u%~ 7~ t 9,'q,4
4. STAKING OF UTILITIES - Ail utility installations shall be staked
by the utility agency so that TxDOT may inspect the proposed work
prior to actual start of construction. The utility agency is
ultimately responsibe for accuracy of the staking and installation.
5. TIME PERIOD ALLOWED FOR INSTALLATION - If the installation of the
work covered by this utility permit has not started within six (6)
months from the approval date, a written request for an extension must
be submitted to the District Office. It is expected that the
installation will progress to completion in an efficient manner.
However, if the work is delayed or abandoned for a period of one (1)
month.or more, a written request must be submitted to continue under
the authority of the original permit.
6. FULL TIME 'SUPERVISION AND INSPECTION - The utility agency.shall
provide competent, full time inspectors or supervisors to be present
on-site during the installation. Also, the utility may be required
to. provide a telephone, number which someone may be. contacted. 24 hours
in case of. an emergency. The utility construction may be delayed or
stopped when it is observed by the TxDOT Inspector that their is not
a agency inspector or supervisor present on the job site.
7. DEPARTMENT INTERVENTION - TxDOT has the right'to take charge of
and to remedy any immediate hazard to the traveling public when it is
obvious the utility agency will not do so. Any costs associated with
TxDOT's action will be charged to the utility agency.
8. UTILITY ACCOMMODATION POLICY - Utility installations within the
TxDOT right of way shall conform with the requirements contained in
the TxDOT Utility Accommodation Policy, dated May 29, 1989, the Dallas
District Utility Policy and the following industry policies.
A. Safety Rules for the installation and maintenance of electric
supply and communication lines - National Electrical Safety Code.
B. Latest edition of the Rules and Regulations for Public Water
Systems, published by the Texas Department of Health, Water
Hygiene Division.
C. Gas Pipelines - Title 49, C.F.R., Part 192, TransDortation of
Natural and Other Gas by Pipeline: Minimum Federal Safety
Standards and amendments.
D. Liquid Petroleum Pipelines - Title 49, C.F.R., Part 195,
Transportation of Liquids by Pipelines and amendments.
E. Latest edition of the American Society for Testinq and Materials
(ASTM) Specifications.
F. Latest edition of the AASHTO policy entitled "A Policy on the
Accommodations of Utilities within Freeway Right of Way."
G. Latest edition of the Occupational Safetv and Health
Administration (OSHA) Standards and Interpretations.
2
TxDOT- I),~.l~u Di~tfi~ ';119/94
WATER ANI) SANITARY SEWER INSTALLATIONS
1. GENERAL - Longitudinal water and sanitary sewer pipelines shall
be placed on uniform alignment three (3) to ten (10) feet from the
right of way line. The minimum depth of cover shall be twenty-four
(24) inches for non-plastic lines and thirty (30) inches for plastic
lines. If a nonmetallic line is installed, a durable metal wire or
other device shall be concurrently installed for detection purposes.
Each line may be installed with enough vertical flexibility to prevent
excessive stresses, however, horizontal "snaking" of the line is
prohibited.
The utility agency shall place identification markers at the right of
way line in sufficient number for longitudinal installations and at
each highway crossing.
Ail paved side streets crossed by a longitudinal line within TxDOT
right of way must be installed as outlined in item #2 below.
2. CROSSINGS - Highway crossings are to be installed at or near right
angles to highway and must be installed with an encasement pipe.
Encasement pipe is also to be installed under normal center medians
and is to extend from the top of backslope for cut sections and five
(5) feet beyond the toe of slope for fill sections, unless an
additional length is required as outlined in the "TRENCH EXCAVATION
AND PIT LOCATION" specification.
Ail crossings under existing pavement must be installed as outlined
in the "CONSTRUCTION OF HIGHWAY CROSSINGS BY BORE" Specification.
The depth of cover for crossings shall be twenty-four (24) inches for
non-plastic pipe and thirty (30) inches for plastic pipe under
ditches. The encasement pipe must be a minimum of eighteen (18)
inches or 1/2 the diameter of the pipe, whichever is greater, below
the bottom of the pavement structure.
The encasement shall consist of a steel pipe around and outside the
carrier pipe and support the load of the ground above the pipe, the
highway, and the superimposed loads thereon, including construction
equipment. The strength of the encasement pipe shall equal or exceed
the structural requirements for highway drainage culverts covered
under ASTM specifications.
3. ABOVE GROUND APPURTENANCES - Fire hydrants, air release valves,
and other similar appurtenances shall be located at or near the right
of way line. Ail fire hydrants will be equipped with breakaway bases
and should not be located in the sidewalk.
!
TxDOT-D~iIzs Districx ) ,.7,..~
U:ilhy $.t~¢ - ¥,'a~r:$.xl
Pumps, wells, and other structures associated with lift stations and
pump stations will not be permitted within the limits of TxDOT right
of way.
4. MANHOLES - The outside diameter of the manhole chimney at ground
level shall not exceed thirty-six (36) inches. The inside diameter
of the manhole for lines up to twelve (12) inches shall not exceed
four (4) feet. For any increase in line size greater than twelve (12)
inches the manhole may be increased a like amount. The manhole cover
shall be installed flush with the ground, meet HS-20 load
requirements, and weigh at least 175 pounds.
TxDOT-D~iI~s D;~tric~ ~,r'/.~94
Utility Spec -
TR~ICH F~XCAVATIONg AND PIT I~CATION~q
1. GENERAL - No dirt from a trench or pit excavation shall be placed
on the roadway or shoulders. All equipment and stockpiled dirt shall
meet the safety clear zone distances listed below or have adequate
barricades and warning devices to protect the traveling public.
Topsoil shall be-kept separate from other excavation~aterial, and be
replaced in accordance with 'SPECIFICATIONS FOR BACKFILL.'
All pits and trenches shall be kept free from standing water. If
trenchs and/or pits are left open for extended periods of time without
a continuous progression of work, the utility will be required to
backfill the trench and/or pits.
In all excavations where sloughing is likely to occur, shoring will
be utilized to prevent damage to the highway structure(s). The
utility agency or contractor shall be responsible for maintaining
trench excavation protection as required by provisions of Part 1926,
Subpart P - Excavations, Trenching and Shoring of OSHA Standards.
2. TRENCHING - Longitudinal installations must be placed as near a
uniform alignment to the right of way line as possible. This
operation may be done by trenching machine or backhoe. If a uniform
alignment cannot be maintained by use of a trenching machine, a
backhoe will be required to obtain a more uniform alignment.
3. SAFETY CLEAR ZONE DISTANCES - Minimum clear zone distances required
for trench excavations and bore pit locations are as follows.
For UNCURRED H~ghw~y~.
A. Thirty (30) ft from the edge of pavement (Traveled Lane) of
high-speed (More than 40 mph), high volume (More than 750
vehicles per day) highways.
B. Sixteen (16) ft* from the edge of pavement of high-speed, low
volume (Less than 750 vehicles per day) highways.
C. Sixteen (16) ft* from ramps.
D. Ten (10) ft* for low-speed (40 mph or less) highways.
E. Ten (10) ft* for any paved intersecting side streets.
* Five (5) ft MINIM~H from the edge of any shoul4er.
For CUI~D H~ghw~y~.
A. Thirty (30) ft from the back of curb of high-speed highways.
B. Five (5) ft from the back of curb, plus any additional
distance to clear sidewalks, of low speed highways.
C. Five (5) ft from the back of curb for any intersecting side
street.
BACKFILLING
1. GENERAL - As soon as practical, all portions of the excavation
shall be backfilled. Trenches and pits. shall be backfilled with the
material obtained from the excavation or from other sources. Backfill
material will be free from stones of such size as to interfere with
compaction; free from large lumps which will not break down readily
under compaction; and free from frozen lumps, wood or other extraneous
material. The TxDOT Inspector may reject any material containing more
than twenty (20) percent by weight of material retained on a three (3)
inch sieve.
The portion of top soil removed from the original excavation shall be
replaced, as nearly as feasible, in its original, position.
Z. DEPTH OF LIFTS - That portion of backfill below the top of pipe
shall be placed in uniform layers not to exceed eight (8) inches in
depth (loose measurement).
Backfill above the top of pipe shall be placed layers not to exceed
ten (10) inches in depth (loose measurement). If the backfill is to
support a portion of roadway or embankment, then the material will be
placed in uniform layers not to exceed eight (8) inches in depth
(loose measurement).
3. PROCEDURE FOR COMPACTION - Each layer of backfill material, if
dry, shall be wetted uniformly to the moisture content required to
obtain a density comparable with the adjacent undisturbed soil and
shall be compacted to that density by means of mechanical tampers or
rammers. The use of rolling equipment of the type generally used in
compacting embankments will be permitted on portions which are
accessible to such equipment. Water jetting or ponding will not be
permitted.
Special care shall be taken to ensure thorough compaction of material
placed under the haunches of the pipe.
Cohesionless materials, such as sand, may be used for general
backfilling purposes. Compaction of cohesionless materials shall be
done with vibratory equipment.
4. RESTORATION OF RIGHT OF WAY - Prompt replacement of sod, removal
of debris, and any other restoration necessary to restore the right
of way to a condition equal to that which existed prior to the utility
installation will be required. In areas of erosion, the use of
stabilized backfill may be required. Should settlement or erosion
occur within six(6) months of the utility installation, the utility
agency will be required to reshape, reseed, and/or resod the area.
T~,.DOT- Da [~u Dbu'~ "-%, I/'/,'~1
,.-~.
No. ze of Proposed '
Inst& at]on
~/.~.~_. Utility Line on Non-Controlled Access Highway
Form 1023 (Re~.
(Pr~igus ve~ a~ °b~l~e'~ -- ~"
To ~ a~mtion Commission Da,,~: ../,, ,..~. ~..../:~ OFFICE Da~
~o Dis~ict En~neer
~exas ~pa~ent of~a~tion JAN
Ba ] ] as , Te~s
DENTON, TEXAS
REOEIVEB
Formalnotice~hereby¢~n~t ~e Citf of Coppel 1
Company pro~s
line~t~n~e~ht-o~-wa~o[~ S.H. 121 8~ass ~ Dallas Co~,
. Texas as ~ollows: (~ve l~o~ len~ ~eneral desi~, e~.)
For a 1~" X 8" tappling sleeve and valve connection to an existin9 la"' water line located
approximatel~ 4" behind south back of curb of future ~. ~. 1~1 B~ass (east bound lanes)
approximatel~ 60' east of intersection of Ridg~nt Drive and future ~.' H. lal 8~a~ per
the Cit~ of Coppell construction standards and as stated in the attached plans.
The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing aud in
accordance with tile rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all
goveruing laws, including but not limited to the "Federal Clean Water Act," the 'Federal Endangered Species Act," and
the "Federal Historic Preservation Act.' Upon request by TxDOT, proof of compliance with all governing laws, rules, and
regulations will be submitted to TxDOT before commencement of construction.
Our firm will use Best Management Practices to mioimize erosion and sedimentation resulting from the proposed
installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions.'
Our firm will insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform
Traffic Control Devices will be installed and maintained for the duration of this iuetallatio{~.
The location and description of the proposed line and appurtenances is more fully shown by 3 complete
sets of drawings attached to this notice. '
Construction of this line will be~in on or'after the 10 day of January ,19 99
By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the
condition.s/provisions included in this permit.
lru'm £itv of £oonell
By (Print) Ken Griffin
Title Dir. of Engineering/Public l/orks
Address 255 Parlaeay Blvd.
Coppell, Texas 75019
Phone No. 9?2/304-36?9
CV 2 23'15'39' 21T.O 88.1 'N72' 31'22'E 87.5
CV 3 13'52'21' 386.0 93.5 Nii'55'38'W 93.2
i CV 4 13'52'22'I 690.0 167.1 ~ N2~'55'38'W 166.7
= CV 5 11'15'19' I 417.0 81.9 N23'I4'O8'W 81.8
INSTALL:
2" IRRIGATION/WATER SERVICE INSTALL:
TO BE LOCATED CLEAR OF SIDEWALK I- 8"
AND BARRIER FREE RAMPS I- 8'
STA
INSTALL: STA
I- 12"x 8" TAPPING SLEEVE & VALVE
Pi
CONS
STA 7+,53.77 LINE S-3 :
~. PAY STA 7+37.,54 (17.00' LT)- PARK HIGHLANDS DRIVE
CONSTRUCT STANDARD CLEANOUT
INSTALL:
I- FIRE HYDRANT ASSEMBLY ... :"
I- 8- GATE VALVE
0 mo0 200 L[F_.'XJ A~D1 /
BLOCK
./~ STl ~+10.22 LINE S-2 : =- I \
~ PAV STA 5+97.34 (17.00 LT)- SPRINGHILL DRIVE \\
CONSTRUCT STD 4.0' DIA MANHOLE
3 4
/~ STA 7+94.33 LINE S-2 I 2
:
~. PAV STA 8+04.79(tT. OO'LT.)-$Fl~INGHILL
CONSTRUCT STANDARD CLEANOUT 5 4
7
!NST_A. LL: .......................
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DEFO~$?
PROJECT . ~ ~.
LOCATION. ~ ~.
VICINITY MAP ~oo 5o o
N.T.S. I I I
SCALE IN ~-z-
1"=100'