Fiberlight-PT100108 (3)A copy of the approved permit must be on the job site at all times.
CC: Applicant H e - c i T v - o F Page 1 of 4
Public Works
Permit File
A PPHO WEI L - OFFELL Rev. 11/07
rr 11 -24 -0 9P01 :21 RCVD
Orig. to Project File
RIGHT -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.
Date of Submittal: Applicant's Job # / Work Order # (t - ZO - ( 5
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? Y N
❑ Plans provided and approved
(Erosion Control /safety fences�must be installed prior to beginning work)
Project Name / Location:
General Contractor:
Utility Company Represented:
❑ Oncor Electric Delivery ❑ Atmos Energy ❑ Veerizon r� . / , /❑] SBC/ AT &T
E] Time Warner Cable E] CoSery Electric /Gas her r1,i e)&4i21
Ge eral Y rovide Descripti n of Work four [4J sets of plans): In ac rd nce with Ord. No. 2001 -944.
o $Q e
/1 t— .... �.�✓ Q�d 14e.......
Estimated Start Date / / J9 /0!? Estimated Completion Date*
* Completion requires submittal of Completion Verification Notice (see page 4)
➢ Was contact made with City and /or utility companies to locate existing utilities?
if NO, Reason: YES NO ❑
➢ Is removal of existing streets, alleys, or sidewalks necessary? YES ❑ NOZ
if YES, must have City inspection prior to concrete replacement
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
the applicants 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.
➢ Any excavation requiring closing of a street /alley must be reported prior to closing to the following:
Police Department @ 972 - 304 -3600
Fire Department @ 972 - 304 -3500
Street Department @ 972 - 462 -5150
Engineering Department @ 972- 304 -3679
➢ Attach barricade plan / trench safety plan if a lane or street closure is required.
NOTE. Street closures are allowed from 9:00 a.m. until 3:00 p.m. ONLY unless otherwise approved by City
Engineer.
➢ Attach Work Order (franchise only) and /or 4 sets of prints showing proposed work.
E contacts must be made to locate existing utilities 48 hours prior to beginning work.
t c h ati wit original signatures should be submitted to the Engineering Department before approval.)
Signature of Utility o any Representative Printe a Date
� CJA,�- B Z:�Y� CAlv, Bv")Anoc 2L I ID d
Signature of Contr for Representative Printed Name Date
Signa ity Representative Printed Name Date
➢ Comments: ( pi lc- (/ C 1 1. -1
➢ NOTE. Notify City Inspector at 972 - 304 -3679 prior to beginning work and prior to
backfill for concrete, trench, ditch and open pit inspections. Backfill must meet
all construction standards approved by the City of Coppell.
Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim,
demand or cause of action that may be made or come against it by reason of or if any way arising out of the
closure, blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City,
if such permit is granted.
T H E C I T Y O F
Time of Verification Appointment
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 �, �, c z r c ti-I
Project Location / Applicant's Work Order # (►r applicable)
Sub- contractor Company Name 1 v` 1 P� % 1 �. Ce .�: •.
24 hr. Contact Number a-1 - 3 2 - 7 _i,
Date of Verification Appointment
INFORNLATION BELOW TO BE CONIPLETED BY CITY OF COPPELL PI RT.fC WORKS PFRS41NNF.1
❖ Inspected by ,t aJ S4w t_ of UTILITIES Maintenance Division on 1 - a S jof o ,
and found to be acceptable / not acceptable because
Follow -up needed? NO/ YES
•.• Inspected by
COFFELL
M Z
* �..
P 1 . ^
Follow -up scheduled for
of STREETS Maintenance Division on
and found to be acceptable / not acceptable because
Follow -up needed? NO/ YES Follow -up scheduled for
A copy of this completed notice is to be provided to:
City of CoppeIl Engineering Dept.
255 Parkway Blvd., Coppell TX 75019
Office: 972 -304 -3679 Fax: 972 - 3043570
K .
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N
UTM Coords:
REVISIONS
No.
CHANGES
DATE I
BY
,.
U U
0 rNy
m J m
PROFILE "A"
PROPOSED FOC U O O
ENCASED IN 4" SCH 80 PVC m U m 58,
MAINTAIN 42" COVER --32' - -20' --
A / —S
V
2.
3.
4.
6.
7.
`'
,0.
12.
13.
QL
C
-
25 ,� 12 "WL 4' COVER
TYPICAL STREET BORE
8" SS LINE
Lo
`l M
I
START BORE 42'
AT POLE
30' END BORE
SET VLT
w STREET
I
SEE PROFILE "A"
I
- 1 -
/�
PP 4' BOC 0 +00'
S TART PROJECT SB
L ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS.
8" SS LINE
' X12 WL
Ir ✓/
STREET GRADE
ROW -
�,
I 1 2
0 +10' BOC
1_. 9..
BOC 0 +18'
'I
111
I PROPOSED FOC
_
BOC
3
24
SS MH Ifl I
ICI
I RUN IN (2) -1.5" HDPE
+
CIL 0 +42' - -
2
BOC 0 + 62'
- I'I I
6' �,
I I
MAINTAIN 42" COVER
I _ _ _ _
I
-- 12 WL
_ _ _ CIL SOUTH BLVD
40 MPH
24" WL 6' COVER
22' 12'
BOC
U
TYPICAL TRENCH DETAIL
DDMD�$,
ALL TRENCHES COMPACTED
TO 92 °6 S
0+67'- -
- --
i
TYPICAL STREET ROW PLACEMENT
I
5'
'
—.. — . - - -- ' --
---- — - " -- -- -- --
BTREET CURB
12 "WL 4'
COVER
IT
OW AND OK U.E-
ROW -
- --
- _
ROW
CAN TO BE PLACED WITHIN R OR U E
SET 3' X 5'X 3'
VLT 0 +72'
1 +01' PP 10' BOC
ROUTE DEFINITION
TURN EB 10' BOC
END PROJECT
PeoesTU
!� —ROAD BORE TIC
s I
'JIG ROUTE J
TYPICAL ALLEY PLACEMENT
NOTE:
CONTRACTOR IS RESPONSIBLE
TO CALL FOR UTILITY LOCATES
NOTE:
MAINTAIN 2' SEPARATION BETWEEN
CA TV, WATER LINES, SAN AND STORM
CONCP.ETE EDGE
2 '
ROW AN
ORU E.
PRIOR TO DIGGING
TOTAL PERMIT FOOTAGE THIS SHEET 101'
SEWER AND GAS LINES
LOT
IPT
lV Fi u 111./ N _
EXISTI U TH (TIES
— e
PERMIT FOR NEW BUILD
FL GV HILTON CITY
SOUTHWESTERN - COPPELL
UG COPPELL
CA TO BE PLACED WITHIN
N
ROW OR U E.
=XIS(ING UTILITIES AND UNDERGROUND FACILITIES INDICATED
CN THESE PLANS HAVE BEEN LOCATED FROM R97FRENCE
FORMATION. IT SHAH BE THE RESPONSIBWTY OF THE
CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY
THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND
FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY
PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES
ENCOUNTERED. THE CONTRACTOR SHALL PRESERVE AND
PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING
CONSTRUCT.ON.
SHEET 1 OF 1
CRIS DRAFT
11 -10 -09
CITY:
COPPELL
`AA QQg�
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COU NTY'
bALLAS
STATE:
TEXAS
SY y
NAP NUNBE(E
LEGEND
Type III Barricade Channelizing Devices ._ Fla'
DALLAS
METROPLEX
uTM coords:
TRAFFIC CONTROL PLAN - COPPELL - FIBERLIGHT - GV HILTON -
ENCHANTED WAY TO IH 635
-
REVISIONS
Trailer Mounted Portable Changeable
N0.
CHANGES
DATE
9Y
1.
Flashing Arrow Panel Message Sign NI
3.
4.
5.
Flagger Sign Post : - -_,
a.
7.
a.
a .
10.
AERIAL
11.
12.
13.
UNDERGROUND
TYPICAL STREETBORE
EL
X
CD
I
w STREET
ROAD
WORK
CW20 -ID AHEAD
(FLAGS - SEE NOTE 1) \
-
0
J
w
d END
o
U ROAD WORK
~
ALL STREET BORES
ARE PERPENDICULAR
TO THE CURBS.
STREE T - ,RAGE
FLAGGER
AHEAD
I L
DW D
) \/ w
CW2TF511
I
DW � J
�DW
— —
_ � � y --- � ,_,,,--
_• J- • a-- ... ....
— � . .... • • . °• �—
-- — — .................
-. .�..- .�•++"'-'" . SOUTHWESTERN BLVD
- •.. .iaaalu.•au• ¢
30 MPH
U
f
ONE FLAGGER
LANE
ROAD AHEAD
TYPICAL TRENCH DETAIL
za°
AIIF�,AD CW20 -5R
4r&TBRO DBMI)
CW20 -5R
GENERAL NOTES:
TYPICAL STREET ROW PLACEMENT
1. Unless otherwise stated in the plans, flags attached to Signs are
RE QUIRED .
for less than two weeks.
,TREE' rURry
3. Existing pavement markings may remain in place for projects less than
two weeks in duration.
4. The FORM ONE LINE LEFT (or RIGHT) sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
ROUTE DEFINITION
signs should be the minimum distance indicated.
% ROAC BORE I-C
-
length per lane.
Roi,rE
6. For intermediate tcnn situations, when it is not feasible to remove
and restore pavement markings, the channclization must be made
EQUIPMENT DEFINITION
dominant by using a very close spacing. This is especially important
in locations of conflicting information, such as where traffic is
directed over a double yellow centerline. In such locations a maximum
channelizing device spacing of 10 feet is recommended. The 10 foot
channelizing device spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
sconces
/ t
cnaEe
E XISTING UTILI
—
TYPICAL ALLEY PLACEMENT
TRAFFIC CONTROL PLAN -KS
FIBERLIGHT - GV HILTON
ENCHANTED WAY - IH 635
SH. 15 OF 29
CONCRETE EDGE
EXIS'9
NG U i1LITIES AND UNDERGROUND FACILI - TIES INDICATED
ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE
NFORMADON. IT SHALL BE THE RESPONSIBILITY OF THE
` 8
ovE
M
7
TOWN:
CDPPELL
courin:
'CONT'RACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY
DALLAS
.HE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND
= ACILITIES PRIM TO CONSTRUCTION. TO TAKE NECESSARY
AVID
STATE:
TEXAS
PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES
ENCOUNTERED. THE CON IRACTOR SHALL PRESERVE AND
LOT
,.-
SYSTEM:
NAP NUMBER:
- ,; ...T'i..'G U7UTIES FROM DA.MAGY DURING
TRAFFIC CONTROL PLAN - GV HILTON - SOUTHWESTERN & COPPELL RD
ROAD
CW20 -1D WORK
AHEAD
(FLAGS -SEE NOTE 1) \
CW20 -5R
END
ROAD WORK
G20 -2a �.
is
FLAGGER
AHEAD
■ I a - i�
■
s
■van OE man aa'
-- - - - -- - -- ■■ i a
E " M4 - gag - - -- --° --
a ■■
° ° r ° • a ■ ■ ■ ■ a a ■ a ■ a a ■ r ■ a ■ ■ a a a ■ SOUTHWESTERN BLVD 40 MPH
LEGEND
Type III Barricade Channelizing Devices Flag
Trailer Mounted Portable Changeable i M
Flashing Arrow Panel Message Sign
Flagger Sign Post ._
4ERIAL
UNDERGROUND
CW20 -5R
ROAD
WORK
AHEAD
CW20 -1D
(FLAGS -SEE NOTE 1)
240' 240'
240' 265'
a
m
to
FLAGGER
M
AHEAD
A
CW20 -SR
O!
J
J
W
a_
EL
0
U
I
CW20 -5R ONE
I
\ LANE
I
END LAGGE ROAD
AGGE
ROAD WORK
I
AHEAD
I
G20 -2a
9\ 240' 240' - 240'
■ I a - i�
■
s
■van OE man aa'
-- - - - -- - -- ■■ i a
E " M4 - gag - - -- --° --
a ■■
° ° r ° • a ■ ■ ■ ■ a a ■ a ■ a a ■ r ■ a ■ ■ a a a ■ SOUTHWESTERN BLVD 40 MPH
LEGEND
Type III Barricade Channelizing Devices Flag
Trailer Mounted Portable Changeable i M
Flashing Arrow Panel Message Sign
Flagger Sign Post ._
4ERIAL
UNDERGROUND
CW20 -5R
ROAD
WORK
AHEAD
CW20 -1D
(FLAGS -SEE NOTE 1)
240' 240'
240' 265'
ROAD
WORK ONE
AHEAD LANE
FLAGGER
ROAD
AHEAD
CW20 -SR
CW20 -5R
CW20 -1D AHEAD
(FLAGS- SEE NOTE 1)
!F
END
ROAD WORK
G20 -2a
GENERAL NOTES:
I . Unless otherwise stated in the plans, flags attached to signs are
REQUIRED.
for less than two weeks.
3. Existing pavement markings may remain in place for projects less than
two weeks in duration.
4. The FORM ONE LINE LEF`r (or RIGHT) sign may be used following the
RIGHT (or LEFT) LANE CLOSED XXX FT sign. Spacing distance between
signs should be the minimum distance indicated.
length per lane.
6. For intermediate tern situations, when it is not feasible to remove
and restore pavement markings, the channelization must be made
dominant by using a very close spacing. This is especially important
in locations of conflicting information. such as where traffic is
directed over a double yellow centerline . In such locations a maximum
channelizing device spacing of 10 feet i, recommended. The 10 foot
channclizing device spacing recommendation is intended for the area
of conflicting information and not the entire work zone.
DALLAS METROPLEX
REVISIONS
TYPICAL STREET BORE
I
W STREET
w
7 AR ALL STREET BORES
E PERPENDICULAR
TO THE CURBS.
TSTREET GRADE
TYPICAL TRENCH DETAIL
2'
ATBTBROADR-
TYPICAL STREET ROW PLACEMENT
5 PH '.1115
ROUTE DEFINITION
/1
U/G ROUTE \
TRAFFIC CONTROL PLAN -KS I
GV HILTON SH. I OF 1
SOUTHWESTERN & COPPELL