Crown Castle-PT250711A copy of the approved permit must be on the job site at all times
Page 1 of 5RIGHT-OF-WAY USE PERMIT APPLICATION Rev.08/2020
Permit Valid for 120 Days From Date of Approval
All activity authorized by this permit shall be in accordance with
CHAPTER 283 of the Texas Local Government Code and the City of
Coppell Public Rights-of-Way Management ordinance No. 2001-944
Date of Submittal:__________________ Applicant’s Job # / Work Order #_____________________
Project Name / Location and Address:__________________________________________________
Permit Fee: $100.00 (No fee for applications submitted on behalf of Utility Companies with a current Public
Rights-of-Way Management Ordinance Registration). S.P.C.O.A. Certificate # ____________________
Utility Company Information:
Oncor Electric Delivery Atmos Energy Frontier Spectrum
Level 3 Other:________________________________________________________
Utility Company Representative:____________________________________________________
E-mail Address:__________________________________Telephone:______________________
Contractor Information:
General Contractor:______________________________________________________________
General Contractor Representative:_________________________________________________
E-mail Address:__________________________________Telephone:______________________
Project Information:
General Description of Proposed Construction (Attach Plan & Profile, See Page 5 for Example):
Estimated Start Date:_______________ Estimated Completion Date:_________________
Has 811 and/or utility companies been contacted 48 hours prior to locate existing utilities?
Yes No If No, state reason:_________________________________________________
Is removal of existing streets, alleys or sidewalks necessary? Yes No
If YES, repair must have a City inspection prior to completion. Call 972-304-3679.
Is closure of any traffic lanes or driveway approaches necessary? Yes No
If YES, a traffic control plan in accordance with TMUTCD standards must be submitted, and
the following departments must be notified of the location and duration of the closure:
Police Department, 972-304-3600 Fire Department, 972-304-3512
Street Department, 972-462-5150 Engineering Department, 972-304-3679
Traffic lane closures are allowed from 9:30 a.m until 3:30 p.m. ONLY unless otherwise
approved by the City Engineer.
--Work activity is permitted from 7:00 a.m. until 7:00 p.m., Monday through Friday only.--
07/09/2025 1350 LAKESHORE DR
1350 LAKESHORE DR COPPELL, TX 75019
60988
n Crown Castle Fiber LLC
Jennifer Young
Jennifer.young@crowncastle.com (214) 991-2367
5 Bars
HARLEY GARRISON
HARLEY.GARRISON@5BARS.NET (817) 477-7705
Crown Castle Fiber is proposing to bore 50 feet underground. Innerduct Placement: Crown Castle Fiber is proposing
to install 614 feet innerduct
07/14/2025 11/14/2025
will call in locates when permit is approved
n
n
07/11/2025Scott Latta
X
CONTACT CITY OF COPPELL ROW INSPECTOR TYLER BOYER (469-978-0818,
tboyer@coppelltx.gov) AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY
Right of Way Use Permit Application Page 3 of 5
6.Irrigation repairs must be performed in a timely manner.
7.Follow OSHA trench safety guidelines at all times.
8.Repair existing utilities that are damaged, including but not limited to: Clean-outs, water valves,
wastewater manholes, water lines, wastewater lines and storm sewer lines.
9. Density tests may be required, at applicant’s expense, in trench lines (ASTM).
10.Protection and repair of traffic control devices and signage is the responsibility of the contractor.
11.No work is to be done in collector roadways before 9:30 a.m. or after 3:30 p.m.
12.Prior request of work activity on weekends and holidays must be submitted in writing.
13.Utility line locates must be performed in advance of construction by calling 811 or logging on
to the Texas811 Portal at: http://www.texas811.org. Additional utility contacts are as follows:
COPPELL PUBLIC WORKS - OPERATIONS COPPELL PUBLIC WORKS - ENGINEERING
972-304-3679
DENTON COUNTY LEVEE DISTRICT
972-315-5019
T.C.E.Q. Region 4
817-588-5800
IRVING WATER UTILITIES
972-721-2281
ATMOS ENERGY
888-286-6700
EXPLORER PIPELINE
918-493-5100
ONCOR ELECTRIC DELIVERY
888-313-6862
972-462-5150
HOMEOWNER ASSOCIATIONS
Planning Department: H.O.A. List
F.E.M.A.
940-898-5399
DALLAS WATER UTILITIES
214-670-5111
AT&T
800-924-9420
COSERV Gas & Electric
940-321-7800
FRONTIER COMMUNICATIONS
800-584-3384
SPECTRUM CABLE
833-780-1880
14. Debris must be removed from work area daily and disposed of properly outside the City.
15.Streets, sidewalks and alleys must be kept clear of construction materials and debris.
16.“Clean-up” requires returning work area to pre-construction condition or better.
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#11S BELT LINE RDEND
PROJECT
BEGIN
PROJECT
1350 LAKESHORE DR
COPPELL, TX 75019
PROPOSED
ROUTE
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
SITE LOCATION
SCOPE OF WORK
OSP SCOPE:
Underground Placement: Crown Castle Fiber is proposing to bore 50 feet underground.
Aerial Placement: Crown Castle Fiber is proposing to install XXXX feet aerial.
Innerduct Placement: Crown Castle Fiber is proposing to install 614 feet innerduct.
ISP SCOPE:
PERMITS REQUIRED /CONTACTS
CONTRACTOR NOTE
PRIOR TO STARTING THE PROJECT THE CONTACTOR WILL MEET WITH THE PROJECT
MANAGER AT CROWN CASTLE FIBER OFFICE TO GO OVER THE PROJECT DETAILS FOR
CONSTRUCTION. THE CONTRACTOR WILL MARK UP A SET OF DRAWINGS TO ENSURE BOTH
THE PROJECT MANAGER AND THE CONTRACTOR HAS A CLEAR UNDERSTANDING AS TO
WHAT IS EXPECTED OF THE CONTRACTOR TO COMPLETE. CONTRACTOR WILL IMMEDIATELY
NOTIFY THE PROJECT MANAGER PRIOR TO ANY CHANGES, REQUESTS FROM OTHER
AGENCIES AND ALL UNINTENTIONAL INCIDENTALS AND WILL ALSO FOLLOW-UP WITH AN
EMAIL STATEMENT REGARDING THE REQUEST.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A FULL SET OF DRAWINGS, ALL
REQUIRED PERMITS AND THE REQUIRED SAFETY ITEMS AT ALL PROJECT LOCATIONS.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A COMPLETE SET OF AS-BUILT
DRAWINGS (AS-BUILT - RED-LINE) OF ALL PERFORMED WORK PRIOR TO INVOICING. ALL
AS-BUILT DRAWINGS MUST INCLUDE PICTURES OF ALL PHASES OF PERFORMED WORK. ALL
LINE ITEMS THAT REQUIRE PRICING WILL HAVE PICTURES AS BACKUP, TO THE PERFORMED
WORK AREA.
48 HOURS PRIOR TO CONSTRUCTION CONTACT CROWN CASTLE FIBER MANAGEMENT TEAM
BY EMAIL NOTIFICATION.
DESIGN CONTRACTOR:
Design Co: Lit Services
Designer: MIGUEL GONZALEZ (Mgonzalez@lit-services.net)
Phone#: 972-754-9182
Know what's below.
before you dig.Call
R
DRAWING LIST
1.COVER SHEET
2.GENERAL NOTES
3.LEGEND
4.PROJECT SHEET 1
5.PROJECT SHEET 1A (AERIAL IMAGE)
6.TYPICAL CONSTRUCTION DETAILS
7.PAVEMENT DETAILS
8.REPLACEMENT CONCRETE
9.TRAFFIC CONTROL DETAIL
10.LABOR & MATERIAL
CITY OF COPPELL
SCOTT LATTA
ENGINEERING TECHNICIAN
265 E PARKWAY BLVD
OFFICE:(972) 304-3683
COPPELL, TX 75019
SERVICES
UNIVERSAL TECHNICAL INSTITUTE
1350 LAKESHORE DR
COPPELL, TX 75019
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#1
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
GENERAL NOTES
APWA STANDARD
COLOR CODE FOR TEMPORARY MARKING OF UNDERGROUND FACILITIES:
RED = ELECTRIC POWERLINES, CABLES, CONDUIT, AND LIGHTING CABLES
YELLOW = GAS, OIL, STEAM, PETROLEUM, OR GASEOUS MATERIAL
ORANGE = COMMUNICATION, ALARM, OR SIGNAL LINES, CABLES, OR CONDUIT
BLUE = POTABLE WATER
GREEN = SEWER AND DRAIN LINES
PURPLE = RECLAIMED WATER, IRRIGATION, AND SLURRY
PINK = TEMPORARY SURVEY MARKINGS
WHITE = PROPOSED EXCAVATION
GENERAL NOTES:
1.CONTRACTOR MUST OBTAIN LOCATES PRIOR TO DISTURBING THE GROUND.
2.THE CONTRACTOR SHALL CONTACT A MEMBER OF TEXAS ONE CALL SYSTEM A MIN. OF 48 HOURS BEFORE DIGGING. YOU ONLY NEED TO CONTACT ONE CENTER. THAT CENTER WILL
RELAY THE INFORMATION TO THE OTHER TWO CENTERS.
· TEXAS ONE CALL 713-223-4567 OR 1-800-245-4545
· TESS (TEXAS EXCAVATION SAFETY SYSTEM) 811
· LONE STAR NOTIFICATION SYSTEM 800-669-8344 OR 713-223-4567
· REMINDER : ANY UNDERGROUND FACILITY OWNERS WHO ARE NOT MEMBERS OF TEXAS ONE CALL, TESS OR LONESTAR
3.NOTIFICATION CENTERS IN THE STATE OF TEXAS, MUST BE CONTACTED DIRECTLY BY THE ORIGINATOR OF THE LOCATION REQUEST.
4.CONTRACTOR MUST HAVE A COPY OF THE APPROVED PERMIT FROM THE APPROPRIATE AGENCY ON THE JOBSITE AT ALL TIMES.
5.THE CONTRACTOR SHALL VERIFY THE ROAD R.O.W. AND EASEMENTS PROIR TO COMMENCING WORK. NO FACILITIES SHOULD BE PLACED ON PRIVATE PROPERTY UNLESS OTHERWISE
SPECIFIED.
6.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ALL
DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UNDERGROUND FACILITIES.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER AND STORM DRAINAGE LINES. DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH THE
MUNICIPALITY AGENCY (STATE, COUNTY, OR CITY), DEPARTMENT OF PUBLIC WORKS AND ENGINEERING’S STANDARD CONSTRUCTION SPECIFICATIONS FOR WASTEWATER
COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET PAVING AND STANDARD CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION S SYSTEMS, WATER LINES,
STORM DRAINAGE, AND STREET PAVING REFERENCED ABOVE, AT NO ADDITIONAL COST.
8.MOST CITIES AND MUD'S ARE NOT PART OF A ONE CALL SYSTEM. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO NOTIFY THESE AGENCIES PRIOR TO
CONSTRUCTION.
9.ALL CABLE WILL BE PLACED AT STANDARD MINIMUM DEPTH. (CROWN CASTLE FIBER STANDARD IS 48" DEEP UNLESS OTHERWISE DIRECTED BY A CROWN CASTLE FIBER
REPRESENTATIVE OR SPECIFIED ON THE DRAWING.)
10.NO MORE TRENCH OPENED AT ONE TIME THAN CAN BE BACKFILLED AND COMPACTED IN 10" LIFTS AT THE END OF EACH DAY. ( NO TRENCH LEFT OPENED OVERNIGHT )
11.ALL EXCESS EXCAVATION TO BE REMOVED FROM THE ROAD RIGHT-OF-WAY AT THE END OF EACH DAY.
12.ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE
RESTORED TO EXISTING CONDITIONS OR BETTER.
13.ROAD MUST BE KEPT OPEN TO TRAFFIC AND CONTRACTOR MUST PROVIDE ADEQUATE FLAGMEN, SIGNALS, ETC., TO PROVIDE COMPLETE SAFETY TO THE PUBLIC. IF IT BECOMES
NECESSARY FOR EQUIPMENT TO OPERATE ON A PORTION OF THE PAVEMENT, PRECAUTIONS MUST BE TAKEN TO PREVENT ANY DAMAGE WHATSOEVER TO THE PAVEMENT.
14.CONDITION OF ROAD UPON COMPLETION OF JOB SHALL BE AS GOOD OR BETTER THAN PRIOR TO STARTING
15.CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION.
16.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND TREES ALONG THE AREA OF EXCAVATION.
17.NO CONSTRUCTION ON PRIVATE PROPERTY WILL COMMENCE UNTIL RIGHT OF ENTRY OR EASEMENT IS GRANTED.
18.CONTRACTOR SHALL NOT EXCEED THE PURCHASE ORDER VALUE WITHOUT AUTHORIZATION IN WRITING FROM THE APPROPRIATE CROWN CASTLE FIBER REPRESENTATIVE ANY
LANDSCAPING WILL BE REPLACED TO EQUAL OR BETTER THAN THAT WHICH EXISTED PRIOR TO WORK.
19.PROJECT SITE WILL BE PROPERLY SECURED PRIOR TO THE END OF EACH DAY.
20.ALL WORK IS TO BE IN ACCORDANCE WITH THE STANDARDS OF ALL AUTHORITIES HAVING JURISDICTION IN THE WORK ZONE.
21.CONTRACTORS ARE ADVISED TO CONTACT CROWN CASTLE FIBER FOR ANY ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING SCOPE OF WORK OR THE REQUIREMENTS
NECESSARY FOR PROJECT COMPLETION.
22.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, QUANTITIES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF A SIGNIFICANT CHANGE TO THE RUNNING LINE IS
NEEDED, PLEASE CONTACT YOUR CROWN CASTLE FIBER REPRESENTATIVE BEFORE PROCEEDING.
23.BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TAKE APPROPRIATE PRECAUTIONS TO AVOID ANY POTENTIAL OBSTRUCTIONS PRIOR TO PROCEEDING WITH WORK.
24.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND TREES ALONG THE AREA OF EXCAVATION.
25.CONTRACTOR WILL COMPLETE ALL WORK PER "CROWN CASTLE FIBER" CONSTRUCTION SPECIFICATIONS.
26.CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS RECORDING AS-BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE
SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE AS-BUILT RECORD DRAWINGS.
27.RIGHT-OF-WAY WILL BE RESTORED TO EQUAL OR BETTER CONDITION WHEN CONSTRUCTION IS COMPLETE.
ABBR. DESCRIPTION
B.O.BUILDING OWNED
B.O.C.BUILDING OWNED CONDUIT
EOC EDGE OF CURB
EMT ELECTIC METALLIC TUBING
EOP EDGE OF PAVEMENT
FDP FIBER DISTRIBUTION PANEL
FF FINISHED FLOOR
FMC FLEXIBLE METALLIC CONDUIT
GRC GALVANIZED RIGID CONDUIT
HDPE HIGH DENSITY POLYETHYLENE
HH HANDHOLE
JB JUNCTION BOX
MH MANHOLE
PB PULLBOX
PL PROPERTY LINE
PVC POLYVINYL CHLORIDE
ROW RIGHT OF WAY
SP SPLICE PANEL
STA.STATION
S/W SIDEWALK
Know what's below.
before you dig.Call
R
SERVICES
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#1
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
LEGEND
JOINT USE POLE
JOINT USE POLE
W/ TRANFORMER
POWER POLE
POWER POLE W/
TRANSFORMER
STEEL POLE
CONCRETE POLE
TELCO POLE
PROPOSED
TELCO POLE
EXISTING RISER
EXISTING DOWN
GUY & ANCHOR
EXISTING DOWN
GUY
PROPOSED
DOWN GUY
PROPOSED DOWN
GUY & ANCHOR
EXISTING S/W
GUY & ANCHOR
PROPOSED S/W
GUY & ANCHOR
EXISTING S/W
GUY
PROPOSED S/W
GUY
OVERHEAD GUY
PROPOSED
MANHOLE
EXISTING
OVERHEAD GUY
EXISTING
PULLBOX
EXISTING
PULLBOX
PROPOSED
SLACK LOOP AERIAL
EXISTING
SPLICE CASE
EXISTING
SPLICE CASE
PROPOSED
FIBER SIZE
IN-OUT SEQUENTIAL
EXISTING EXTENDED
MESSENGER
PROPOSED EXTENDED
MESSENGER
MANHOLE
PROPOSED
HANDHOLE
EXISTING
HANDHOLE
PROPOSED
SLACK LOOP AERIAL
PROPOSED
SLACK LOOP UG
EXISTING
SLACK UG
PROPOSED
FIBER SIZE
IN-TAIL SEQUENTIAL
FIBER SIZE
TAIL-OUT SEQUENTIAL
FDP - EXISTING
FDP - PROPOSED
POLE ATTACHMENT
EXISTING
POLE ATTACHMENT
PROPOSED
MARKER - EXISTING
MARKER - PROPOSED
CONDUIT / INNER-DUCT
FTG. EXISTING
CONDUIT / INNER-DUCT
FTG. PROPOSED
STRAND FTG. EXISTING
STRAND FTG. PROPOSED
BOND
LINETYPES
CIVIL - EDGE OF CURBEOCEOC
EOPEOP
PLPL
R/WR/W
GGG
CIVIL - EDGE OF PAVEMENT
CIVIL - PROPERTY LINE
CIVIL - RAILROAD TRACKS
CIVIL - RIGHT OF WAY
UTILITIES - GAS
SSSSSS UTILITIES - SANITARY SEWER
SLSLSL UTILITIES - STORM
WWW UTILITIES - WATER
DUCT ISP EXISTING
DUCT ISP PROPOSED
DUCT EXISTING
DUCT PROPOSED
FIBER REMOVE
STRAND-DEMO
FXFXFXFXFXFX
XXXXXXSTRAND SIZE:
STRAND LENGTH:
NOTE:
1 SIZE
LENGTH
STRAND SIZE:
STRAND LENGTH:
NOTE:
1 SIZE
LENGTH
FIBER - AERIAL METRO - EXISTING
FIBER - AERIAL METRO - PROPOSED
STRAND EXISTING
STRAND PROPOSED
FIBER - ISP - EXISTING
FIBER - ISP - PROPOSED
ISP DUCT FTG. EXISTING
ISP DUCT FTG. PROPOSED
FIBER ABANDONABANABAN
LATITUDE &
LONGITUDE
PROPOSED RISER
IN:
OUT:288
IN:
TAIL:288
TAIL:
OUT:288
LAT:
LONG:
CABLE SIZE
EXISTING
CABLE SIZE
PROPOSED
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
NOTE:
1 CC FIBER
LENGTH
QUANITY
SIZE
TYPE
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
INNER-DUCT QUANITY:
INNER-DUCT SIZE:
INNER-DUCT TYPE:
NOTE:
1 CC FIBER
LENGTH
QUANITY
SIZE
TYPE
QUANITY
SIZE
TYPE
INNER-DUCT OWNER:
INNERDUCT LENGTH:
INNER-DUCT QUANITY:
INNER-DUCT SIZE:
INNER-DUCT TYPE:
NOTE:
1 CC FIBER
LENGTH
QUANITY
SIZE
TYPE
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
NOTE:
1 CC FIBER
LENGTH
QUANITY
SIZE
TYPE
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
INNER-DUCT QUANITY:
INNER-DUCT SIZE:
INNER-DUCT TYPE:
NOTE:
1 CC FIBER
LENGTH
QUANITY
SIZE
TYPE
QUANITY
SIZE
TYPE
INNER-DUCT OWNER:
INNERDUCT LENGTH:
INNER-DUCT QUANITY:
INNER-DUCT SIZE:
INNER-DUCT TYPE:
NOTE:
1 CC FIBER
LENGTH
QUANITY
SIZE
TYPE
CABLE FIBERS:
CABLE OWNER:
CABLE LENGTH:
NOTES:
1 FIBERS
CC FIBER
FTG
CABLE FIBERS:
CABLE OWNER:
CABLE LENGTH:
NOTES:
1 FIBERS
CC FIBER
FTG
FIBER CONTINUATION
EXISTING
FIBER CONTINUATION
PROPOSED
OTDR READING
EXISTING
FIBER DESC.
EXISTING
FIBER DESC.
PROPOSED
FIBER NODE
EXISTING
FIBER NODE
PROPOSED
FIBER
TRANSITION
SPLICE
EXISTING
FIBER
TRANSITION
SPLICE EXISTING
TO PROPOSED
FIBER HUB
EXISTING
FIBER HUB
PROPOSED
OTDR READING
PROPOSED
FIBER SPLICE
EXISTING
FIBER SPLICE
PROPOSED
1=600D
2=450D
FIBER SPLICE
DESC.
1=600D
2=450D
1=600D
2=450D
1=600D
2=450D
FIBER
TRANSITION
SPLICE
PROPOSED
------
------
FIBER - AERIAL DIST. - EXISTING
FIBER - AERIAL DIST. - PROPOSED
FIBER - AERIAL WHIP - EXISTING
FIBER - AERIAL WHIP - PROPOSED
FIBER - BURIED METRO - EXISTING
FIBER - BURIED METRO - PROPOSED
FIBER - BURIED DIST. - EXISTING
FIBER - BURIED DIST. - PROPOSED
FIBER - BURIED WHIP - EXISTING
FIBER - BURIED WHIP - PROPOSED
AMAMAM
AMAMAM
ADADAD
ADADAD
AWAWAW
AWAWAW
BMBMBM
BMBMBM
BDBDBD
BDBDBD
BWBWBW
BWBWBW
1=600D
2=450D
FIBER - SCHEMATIC - EXISTING
FIBER - SCHEMATIC - PROPOSED
POLE NO.
ATTACHMENT
1
00'-00"
POLE NO.
ATTACHMENT
1
00'-00"
Know what's below.
before you dig.Call
R
SERVICES
WWWWW W W W W W W W W W WWW
B B B B B B B B B B B B BBB200'92'53'S BELT LINE RDLAKESHORE DR1+00 2+00 3+00 4+00 5+00 6+00STA 6+64
EXPOSE & INTERCEPT
EXIST. CUSTOMER CONDUIT
BEG. PULL THRU
1
2
3
4
TAIL:
OUT:48
LAT:
LONG:
IN:
OUT:48
LAT:
LONG:
IN:
OUT:48
LAT:
LONG:
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#1
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
CONSTRUCTION NOTES
PROJECT SHEET 1
------
CAUTION !!!!
CONTRACTOR TO LOCATE &
VERIFY ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION
NOTE:
UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE
RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT.
IT IS THE CONTRACTOR RESPONSIBILITY TO FIELD LOCATE ALL
UNDERGROUND OBSTRUCTIONS AND UTILITIES PRIOR TO CONSTRUCTION.
COMPLETE REPAIR OF ANY AND ALL DAMAGES INCURRED SHALL BE AT
THE EXPENSE OF THE CONTRACTOR.
ALL PROPOSED FIBERS, IDENTIFIED
NOTE:
ON THE PLANS, ARE ONLY REFERENCING
TO THE FIBERS RUNNING THROUGH
THE CONDUITS.
Know what's below.
before you dig.Call
R
CABLE FIBERS:
CABLE OWNER:
CABLE LENGTH:
NOTES:
4 48
CC FIBER
814'
INCL. 150' SLACK COIL
SERVICES
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
NOTE:
1 EXISTING
506'
1
1.25"
HDPE
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
NOTE:
2 EXISTING
108'
1
1.25"
HDPE
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
NOTE:
3 CC FIBER
50'
3
1.25"
HDPE
WWWWW W W W W W W W W W WWW
B B B B B B B B B B B B BBB200'92'53'S BELT LINE RDLAKESHORE DR1+00 2+00 3+00 4+00 5+00 6+00STA 6+64
EXPOSE & INTERCEPT
EXIST. CUSTOMER CONDUIT
BEG. PULL THRU
1
2
3
4
TAIL:
OUT:48
LAT:
LONG:
IN:
OUT:48
LAT:
LONG:
IN:
OUT:48
LAT:
LONG:
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#1
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
CONSTRUCTION NOTES
PROJECT SHEET 1A - AERIAL IMAGE
FOR REFERENCE ONLY Know what's below.
before you dig.Call
R
SERVICES
CABLE FIBERS:
CABLE OWNER:
CABLE LENGTH:
NOTES:
4 48
CC FIBER
814'
INCL. 150' SLACK COIL
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
NOTE:
1 EXISTING
506'
1
1.25"
HDPE
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
NOTE:
2 EXISTING
108'
1
1.25"
HDPE
CONDUIT OWNER:
CONDUIT LENGTH:
CONDUIT QUANITY:
CONDUIT SIZE:
CONDUIT TYPE:
NOTE:
3 CC FIBER
50'
3
1.25"
HDPE
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#1
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
CONSTRUCTION NOTES
TYPICAL CONSTRUCTION DETAILS
Know what's below.
before you dig.Call
R
SERVICES
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#1
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
GENERAL NOTES
1. REMOVE AND REPLACE A MINIMUM OF
3’ (CONCRETE) OR 4’ (ASHPHALT)
LONGITUDINAL, OR 1’ (CONCRETE) OR
2’ (ASPHALT) FROM THE EDGE OF THE
TRENCH, WHICHEVER IS GREATER.
2. IF WITHIN 3’ OF AN EXISTING JOINT,
THEN REMOVE TO THE EXISTING JOINT
3. MULTIPLE LOCATIONS ARE TO BE
A MINIMUM OF 10’ APART FROM EDGE
OF REPAIR TO EDGE OF REPAIR. IF
LESS THAN 10’ APART, A CONTINOUS
SECTION MUST BE REPLACED.
4. A GUTTER OF AT LEAT 12’ MAY
REMAIN, PROVIDED THAT THE CURB
AND GUTTER IS NOT DAMAGED BY
THE CONSTRUCTION ACTIVITY.
5. EXACT PAVEMENT REMOVAL LOCATIONS
TO BE APPROVED BY OWNER PRIOR TO
CONSTRUCTION.
VARIABLE WIDTH CONCRETE STREET
WITH MULTIPLE LANES
VARIABLE WIDTH ASPHALT STREET
WITH MULTIPLE LANES
GREATER THAN
1' FROM LANE LINE
TRENCH EDGE IS LESS
THAN 1' FROM LANE LINE
3 FEET MINIMUM 3 FEET MINIMUM
LANE LINE
LANE LINE
CURB
4 FEET MINIMUM 4 FEET MINIMUM 4 FEET MINIMUM
TRENCH EDGE PLUS 2'
IS LESS THAN
1
2 LANE WIDTH
TRENCH EDGE IS
LESS THAN 1
2 LANE
WIDTH BUT GREATER
THAN 2' FROM LANE LINE
TRENCH EDGE IS LESS
THAN 2' FROM LANE LINE
LANE LINE
LANE LINE
CURB
1
2 LANE WIDTH
1
2 LANE WIDTH
1
2 LANE WIDTH
PAVEMENT CUT AND REPAIR
EXTENT - MULTIPLE LANES
CONSTRUCTION NOTES
Know what's below.
before you dig.Call
R
SERVICES
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#1
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
Edge to be Straight, Square
and parallel to sides of trench
Replacing Concrete Pavement
Width
(See Repair Extent Standards)
Concrete Paving Surface
Thickness as Specified 1 Ft Min
Compacted Nature Backfill
(98& Standard Proctor Density)
Or Flowable Fill
Compacted Natural Backfill
(98% Standard Proctor Density)
Or Flowable Fill
Conduit or Public Utility Facility-
Installed per User Requirments
Embedment
Reinforcing Steel
Full - Depth Sawcut
1 Ft Min
Ties
12
Full - Depth Sawcut
See Detail 1 - Replacing Concrete Pavement Below:
CONSTRUCTION NOTES
Know what's below.
before you dig.Call
R
SERVICES
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#1
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
Know what's below.
before you dig.Call
R
SERVICES
TITLE:
LOC:
S#:
ORIGINAL
AS-BUILT
DATE ENG DESIGN
PM:
DWG:
DRAWING
RJ JAMNIK (469) 923-6348
Rev#1
PROPRIETARY INFORMATION OF CROWN CASTLE FIBER
PAGE:
OF:
TOTAL LABOR & MATERIAL
Know what's below.
before you dig.Call
R
SERVICES