Signature-PT130218 A copy of the approved permit must be on the job site at all times.
t CC: Applicant * �+. _ 1 TY 0 w
LL Page 1 of
Public Works
Permit File 'ev, 06.20/
Orig. to Project File
e- v (. 3?-0 - 13Al1 :20 RCVD
R fi
i P )rri3„ , ° , RIGHT•OF-WAY USE PERMIT APPLICATION
IT. . .0 Permit valid for 90 calendar dup from date of approval
ili,
Sub
pr
it kiernt(tatiplicatibn to the Engineering Dept.,Town Center,255 Parkway Blvd.ore-mail to engineer @cappelltx.gov(see button below)
Date of Submittal: °21°8/2°13 Applicant's Job#/ Work Order River Oaks
PERMIT FEE: $100.90
(No charge to Utility Companies with approved Franchise/ROW Use Agreement)
Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider? Yes C' No C
E Plans provided and approved (Erosion Control/Safety fences must be installed prior to beginning work)
Project Name/Location or address 1530 E• Sandy Lake Rd.
General Contractor TexComm Contact# Jody Nance
E-mail address to return permit b.cast ill ega®t ex comm.ne t
Representative: Phil 1 ip Gwin
Franchise Telephone#: 214-B69-9038
Company;
E-mail address:Phi 11 ip.gwin@ ttvcabl e.coan
(for contact if needed/if e-mail of approved permit is des)red/permit cannot be e-moiled unless complete)
Utility Company Represented:
r Oncor Electric Delivery C' Atmos Energy C Verizon C SBC/AT&T
Ci Time Warner Cable C' CoSery Electric/Gas C` Other
General Description of Work(In accordance with Ord.No.2001-944):PLEASE ATTACH PLAN OF PROPOSED WORK
Install TWC 2"pipe for fiber and CATV cable for°Aprox.1361 ft.Starting on the East side of Riverchase Dr follow North crossing
E.Sandy Lake Rd.Follow E.Sandy Lake Rd East to 1530 E,Sandy Lake Rd.
Estimated Start Date 2/14/13 Estimated Completion Date*3/14/13
* Completion requires submittal of Completion Verification Notice (see page 4)
.%Vas contact made with City and/or utility companies to locate existing utilities?
if NO, Reason: C+ Yes C No
>Is removal of existing streets, alleys, or sidewalks necessary? c Yes (i No
if YES,project must have City inspection prior to concrete replacement
Right-of-l4Yav Use Permit Aunlicatioal Paee 21f 4
Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which
includes bat 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 Contro l Devices.
,.. Ffected m si '� rm, P •tt , , " „, ,N , . 1 1 1.__4 j he €ommenc n I v, . (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 0 972-304-3600
Fire Department @ 972-304-3512
Street Department 0 972-462-5150
Engineering Department 0 972-304-3679
>Attach barricade plan I trench safety plan if a lane or street closure is required.
NOTE: Street closures are allowed from 9:00 a.m.until 3:30p.m.ONLY unless otherwise approved by City
Engineer.
Attach Work Order(franchise only)and/or 1 set of prints showing proposed work.
Locates for existing franchise utilities must be done 48 hours prior to beginning work.
For City utility 10t aces, Pall 972462-5155 to schedule 48 hours prior to ginning work.
The application with signatures of Franchise and Contractor representatives must be submitted to Engineering
Dept.for approval prior to beginning work. Submittals by e-mail should go to e gineerOcoppeditx.gov.
Printing your name indicates your acceptance of the terms and conditions of this form:
( o want the ap ed permit returned via a-mail,provide a valid e-mail address on Page 1.)
' '`' -6 t.,
Signature of Utility Company Representative Date
,
Sit'ant of Contractor Representative Date
.0"2 i Ir r Iii
. . . pity Representative Date
Comments
>NOTE; Notify City inspector at 9 .2-3D4- 6Z9 a raor to beginng* 1i'
ni 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
1 or cause of action that may be made or come against it by reason of or if way arising out of the closure,
1 blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City, if such
permit is granted.
AR E
GENERAL PROJECT NOTES
RIVER OAKS 1. ALL CONSTRUCTION WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE
ORDINANCES AND REGULATIONS OF THE MUNICIPALITY IN WHICH THE WORK IS TO BE PERFORMED.
2. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS AND MAY NOT BE ALL INCLUSIVE.
UTILITY LOCATIONS ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND HETE SHOWN O NO .
1530 ESANDY LAKE RD
THEUCONSTORUCTTIONECONTRACTORESHALLD ALSO CASSUMETI RESPONSIBILITY OFOR HREPAIRSETOWANYHEXISTN FACILITY T
DAMAGED AS A DIRECT RESULT OF THE CONSTRUCTION ACTIVITIES WHETHER THE FACILITY IS SHOWN ON THE
]••)( DRAWINGS OR NOT.
C O P P E L L 3. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL DEPARTMENTS WITHIN THE
MUNICIPALITY AND THE UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK.
CALL BEFORE YOU DIG
1 -800-DIG-TESS
IT'S THE LAW
VICINITY MAP 4. IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO: A) PREVENT DAMAGE TO PRIVATE AND
PUBLIC PROPERTY. B) RESTORE ALL AREAS EFFECTED BY THE CONSTRUCTION TO ORIGINAL OR BETTER CONDITION.
5. BARRICADING AND TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND
SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". TRAFFIC FLOW AND ACCESS
SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE
FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON THE PROJECT. THE WORK SITE SHALL BE SUITABLY LIT
� AND BARRICADED AT NIGHT.
/if E SANDY LAKERD 6. THE CONSTRUCTION CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS GOVERNING
�qP� oe PROJECT/ EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL PROVIDE ALL TRENCH SAFETY SYSTEMS THAT COMPLY WITH
LOCATION ALL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
Ze ASPECTS OF WORK RELATED TO EXCAVATION.
7. ALL CONCRETE USED IN ANY ROADWAY SHALL BE IN COMPLIANCE WITH THE SPECIFIED CLASSES OF CONCRETE IN
GRAPEVINE CREEK DR THE STANDARD SPECIFICATIONS 5.8 "PORTLAND CEMENT CONCRETE PAVEMENT" AND 7.4.5 "QUALITY OF CONCRETE"
AS AMENDED BY THE ADDENDUM TO THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION - 2004. ALL OTHER CONCRETE SHALL BE CLASS A CONCRETE.
8. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT
CLEARANCES BY THE USE OF BAR CHAINS OR OTHER APPROVED SUPPORT.
GLADE POINT DR
I/'
�. .1 9. ALL CONDUIT MUST BE PLACED WITH A MINIMUM 42" OF COVER, UNLESS OTHERWISE SPECIFIED.
`��1��J 10. ALL BACKFILLING WILL BE MECHANICALLY TAMPED IN LIFTS TO A DENSITY OF 95% PROCTOR. THE REQUIRED
DENSITY WILL BE OBTAINED BY USING TAMPERS, RAMMERS OR ROLLING EQUIPMENT. LIFTS MAY VARY ACCORDING TO
THE TYPE OF EQUIPMENT USED TO OBTAIN THE REQUIRED DENSITY. SAND AND DEBRIS FREE MATERIAL WILL BE
USED FOR BACK FILL.
PREPARED BY: DFW TELECOM, INC.
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PROJECT:
DESCRIPTION QUANTITY DESCRIPTION QUANTITY
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L O DIRECTIONAL BORE PLACE 3' X 5' X 4' HANDHOLE �� ADDRESS: 1530 E SANDY LAKE RD
BORE 8e PLACE STEEL CASING PLACE 4' X 4' X 4' MANHOLE CITY, STATE: COPPELL, TX C A B L E
PULL THROUGH EXISTING CONDUIT PLACE U—GUARD RISER —
R & R CONCRETE SIDEWALK AERIAL: OVERLASH SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE:
R & R CONCRETE PAVEMENT AERIAL: NEW BUILD 1 OF 4 1 = 40' 1" = 10' DID-28537 02-15-2013
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PREPARED BY: ESTIMATED SHEET TOTALS NORTH
PROJECT: RIVER OAKS
DESCRIPTION QUANTITY DESCRIPTION QUANTITY
EO=IT 120' N E R
W/'1■ \EC110NAL BORE PLACE 3' X 5' X 4' HANDHOLE �� ADDRESS: 1530 E SANDY LAKE RD
'TIME C BORE & PLACE STEEL CASING PLACE 4' X 4' X 4' MANHOLE CITY, STATE: COPPELL, TX C El L E AIL PULL THROUGH EXISTING CONDUIT PLACE U-GUARD RISER
R & R CONCRETE SIDEWALK AERIAL: OVERLASH SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE:
R & R CONCRETE PAVEMENT 25 SF AERIAL: NEW BUILD 2 OF 4 1 1"=40' 1"= 10' DID-28537 02-15-2013
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PREPARED BY: ESTIMATED SHEET TOTALS NORTH
PROJECT: RIVER OAKS
DESCRIPTION QUANTITY DESCRIPTION QUANTITY WARNER
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F BORE & PLACE CONDUIT 130' PLACE PEDESTAL . ie
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PULL THROUGH EXISTING CONDUIT PLACE U-GUARD RISER
R & R CONCRETE SIDEWALK AERIAL: OVERLASH SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE:
R & R CONCRETE PAVEMENT AERIAL: NEW BUILD 3 OF 4 1"= 40' 1"= 10' DID-28537 02-15-2013
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PREPARED BY: ESTIMATED SHEET TOTALS NORTH RIVER OAKS
PROJECT:
DESCRIPTION QUANTITY DESCRIPTION QUANTITY
Dr TRENCH & PLACE CONDUIT 238' PLACE QUAZITE VAULT 1 /� �BORE & PLACE CONDUIT 39' PLACE PEDESTAL DIRECTIONAL BORE PLACE 3' X 5' X 4' HANDHOLE — ADDRESS: 1530E SAND�Y/ LAKE RD
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C 0 BORE & PLACE STEEL CASING PLACE 4' X 4' X 4' MANHOLE CITY, STATE: COPPELL, TX C Ak El
PULL THROUGH EXISTING CONDUIT PLACE U-GUARD RISER
R & R CONCRETE SIDEWALK AERIAL: OVERLASH 4 SHEET HORIZONTAL SCALE ( VERTICAL SCALE JOB NUMBER: DATE:
R & R CONCRETE PAVEMENT AERIAL: NEW BUILD 4 OF 4 1 = 40' 1 1 = 10' DID 28537 02-15-2013