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ST16-01A-PT220324A 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 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:__ ______ 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.-- Date of Submittal: 3/23/22___________ Applicant’s Job # / Work Order #________ Project Name / Location and Address:_S Beltline Rd & Hackberry Rd______________ 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 # 86098____________________ Utility Company Information: Crown Castle Fiber LLC Jen Young jennifer.young@crowncastle.com 214-991-2367 BoreTec (469) 258-4402sadiq.jangda@bortec.co 4/1/22 Estimated Completion Date_6/30/22___ Directional Bore 865' ft. of 3-1.25" HDPE E/W 432 Fiber Optic Cable Pull Thru existing HDPE 819' ft. of 3-1.25" HDPE E/ W 432 Fiber Optic Cable, Relocate (3) 30X48X36 HandHoles. Place 500' of slack coil. X will call in locates when permits received prior to construction X X Beltline Relo Sadiq Jangda Right of Way Use Permit Application Page 2 of 5 This application, with signatures of Utility and Contractor representatives, must be submitted to the Engineering Department for approval prior to commencing work. Printing your name and date on this form indicates your acceptance of the terms and conditions of this application. 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. ________________________________________ Signature of Utility Company Representative ________________________________________ Signature of Contractor Representative ________________________________________ APPROVED City Representative Date DENIED Comments: E-mail address to return completed permit:__________________________________________________ Submit permit application by e-mail to engineer@coppelltx.gov, or deliver application to the Engineering Department, Town Center Business Park, 265 E Parkway Blvd, Coppell, TX 75019 SUMMARY OF REQUIREMENTS FOR WORK WITHIN THE CITY OF COPPELL RIGHTS-OF-WAY OR EASEMENTS 1.A copy of the valid approved City of Coppell permit is required on the project site at all times. 2.Property owners (commercial and residential) adjacent to the project must be notified of the project timeline and provided contractor names and phone numbers. No access to private property without prior coordination with property owner. 3.Proper erosion control measures must be taken, in accordance with the Coppell Erosion Control Ordinance No. 91-514. 4.Follow Texas MUTCD standards for work in traffic zones. Lane closures require the use of a flashing arrow board for advance warning. 5.Grading shall be restored or improved, and sod replaced when necessary. ________________________________ Date ___________________________________ Date ___________________________________ jennifer.young@crowncastle.com 3/23/22 Sadiq Jangda 3/23/22 03/24/2022Scott Latta X This area of S Belt Line Rd is under construction. Coordinate with City Inspector Marcus Marion at 469-576-7707 for construction zone access. 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. Right of Way Use Permit Application Page 4 of 5 Contact Coppell Public Works Operations at 972/462-5150 to schedule an inspection with Utility and 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 or Address:_______________________________________________________ Sub-contractor Company Name:____________________________________________________ 24 hr. Contact Number:____________________________________________________________ Date of Verification Appointment:_________________________ Time:____________________ -INFORMATION BELOW TO BE COMPLETED BY CITY OF COPPELL PUBLIC WORKS PERSONNEL- Inspected by:_________________ of Utilities Maintenance Division on _______________ and found to be acceptable, not acceptable because:___________________________ Follow-up needed? No Yes, follow-up scheduled for:__________________________ Inspected by:__________________ 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 can be e-mailed to the Coppell Public Works Operations Division, or delivered to the address below: City of Coppell Public Works Department, Operations Division 816 S. Coppell Road Coppell, TX 75019 COMPLETION VERIFICATION NOTICE EXAMPLE TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1 PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: SITE LOCATION MAPSCO PAGE: DRAWING LIST 1.COVER SHEET 2.GENERAL NOTES 3.LEGEND 4.PROJECT SHEET 1 5.PROJECT SHEET 1A (AERIAL IMAGE) 6.PROJECT SHEET 2 7.PROJECT SHEET 2A (AERIAL IMAGE) 8.PROJECT SHEET 3 9.PROJECT SHEET 3A (AERIAL IMAGE) 10.TRAFFIC CONTROL PLAN 11.TRAFFIC CONTROL PLAN 12.TYPICAL CONSTRUCTION DETAIL 13.TYPICAL PAVEMENT CUT & REPAIR DETAIL 14.TYPICAL PAVEMENT CUT & REPAIR DETAIL 15.LABOR & MATERIAL Know what's below. before you dig.Call R CONTRACTOR NOTE PRIOR TO STARTING THE PROJECT THE CONTACTOR WILL MEET WITH THE PROJECT MANAGER AT FPLFIBERNET 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 MANAGEMENT TEAM BY EMAIL NOTIFICATION. PROJECT NAME: S BELT LINE RD. RELO. COPPELL, TX. SCOPE OF WORK OSP SCOPE: Directional Bore 865' ft. of 3-1.25" HDPE E/W 432 Fiber Optic Cable Pull Thru existing HDPE 819' ft. of 3-1.25" HDPE E/W 432 Fiber Optic Cable, Relocate (3) 30X48X36 HandHoles. Place 500' of slack coil. ISP SCOPE: DESIGN CONTRACTOR: Design Co: ONPOINT UTILITY DESIGNS & PERMITTING Designer: Phone#: 48 HOURS PRIOR TO CONSTRUCTION NOTIFY OSPE AND THE FOLLOWING: CITY OF COPPELL 816 S. COPPELL RD. COPPELL, TX 75019 MAIN: (972) 462-5150 EMAIL:UTILITY@COPPELLTX.GOV TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1 PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R 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.ALL CABLE WILL BE PLACED AT STANDARD MINIMUM DEPTH. (CROWN CASTLE STANDARD IS 36" DEEP UNLESS OTHERWISE DIRECTED BY A CROWN CASTLE REPRESENTATIVE.) 9.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 ) 10.ALL EXCESS EXCAVATION TO BE REMOVED FROM THE ROAD RIGHT-OF-WAY AT THE END OF EACH DAY. 11.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. 12.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. 13.CONDITION OF ROAD UPON COMPLETION OF JOB SHALL BE AS GOOD OR BETTER THAN PRIOR TO STARTING 14.CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. 15.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND TREES ALONG THE AREA OF EXCAVATION. 16.NO CONSTRUCTION ON PRIVATE PROPERTY WILL COMMENCE UNTIL RIGHT OF ENTRY OR EASEMENT IS GRANTED. 17.CONTRACTOR SHALL NOT EXCEED THE PURCHASE ORDER VALUE WITHOUT AUTHORIZATION IN WRITING FROM THE APPROPRIATE CROWN CASTLE REPRESENTATIVE. 18.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 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 FPL 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" 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.TRACE WIRE SHALL BE PLACED WITH ALL UNDERGROUND ROC. 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 TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1 PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R 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 AERIAL 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 POLE NO. ATTACHMENT 1 00'-00" POLE NO. ATTACHMENT 1 00'-00" LINETYPES CIVIL - EDGE OF CURBEOCEOC EOPEOP PLPL R/WR/W AWAW AWAW AEAE AEAE GGG CIVIL - EDGE OF PAVEMENT CIVIL - PROPERTY LINE CIVIL - RAILROAD TRACKS CIVIL - RIGHT OF WAY P - FIBER - AERIAL WHOLESALE - EXISTING UTILITIES - GAS SSSSSS UTILITIES - SANITARY SEWER STMSTMSTM UTILITIES - STORM WWW UTILITIES - WATER P - FIBER - AERIAL WHOLESALE - PROPOSED P - DUCT ISP EXISTING P - DUCT ISP PROPOSED UWUW UWUW UEUE UEUE P - DUCT EXISTING P - DUCT PROPOSED P - FIBER REMOVE P - STRAND-DEMO FXFXFXFXFXFX XXXXXXCONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 1 CROWN CASTLE 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 CROWN CASTLE LENGTH QUANITY SIZE TYPE QUANITY SIZE TYPE CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: INNER-DUCT QUANITY: INNER-DUCT SIZE: INNER-DUCT TYPE: NOTE: 1 CROWN CASTLE LENGTH QUANITY SIZE TYPE QUANITY SIZE TYPE INNER-DUCT OWNER: INNERDUCT LENGTH: INNER-DUCT QUANITY: INNER-DUCT SIZE: INNER-DUCT TYPE: NOTE: 1 CROWN CASTLE LENGTH QUANITY SIZE TYPE INNER-DUCT OWNER: INNERDUCT LENGTH: INNER-DUCT QUANITY: INNER-DUCT SIZE: INNER-DUCT TYPE: NOTE: 1 CROWN CASTLE LENGTH QUANITY SIZE TYPE STRAND SIZE: STRAND LENGTH: NOTE: 1 SIZE LENGTH STRAND SIZE: STRAND LENGTH: NOTE: 1 SIZE LENGTH P - FIBER - UG WHOLESALE - EXISTING P - FIBER - UG WHOLESALE - PROPOSED AA AA P - FIBER - AERIAL - EXISTING P - FIBER - AERIAL - PROPOSED BBB BBB P - FIBER - BURIED - EXISTING P - FIBER - BURIED - PROPOSED P - FIBER - AERIAL ENTERPRISE - EXISTING P - FIBER - AERIAL ENTERPRISE - PROPOSED P - FIBER - UG ENTERPRISE - EXISTING P - FIBER - UG ENTERPRISE - PROPOSED P - STRAND EXISTING P - STRAND PROPOSED CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 1 FIBERS OWNER FTG CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 1 FIBERS OWNER FTG P - FIBER - ISP - EXISTING P - FIBER - ISP - PROPOSED ISP DUCT FTG. EXISTING ISP DUCT FTG. PROPOSED P - FIBER ABANDONABANABAN CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 1 CROWN CASTLE LENGTH QUANITY SIZE TYPE LATITUDE & LONGITUDE PROPOSED RISER IN: OUT:00 IN: TAIL:00 TAIL: OUT:00 LAT: LONG: CABLE SIZE EXISTING CABLE SIZE PROPOSED SIZE SIZE TITLE:LOC:PMO# / TGT BUILDING ID:ORIGINALAS-BUILTDATEENG DESIGNPM:DWG:DRAWINGRev#1S BELT LINE DR.S BELT LINE DR.HACKBERRY RD.42'33'48'24'33'48'48'60'33'33'36'33'33'48'PVTB145' ROWPVT 2'12'14'LAT:LONG:IN:OUT:4322491924851LAT:LONG:IN:OUT:4322491924851TAIL:S BELT LINE DR.521'520'519'518'517'516'515'514'513'512'511'EXISTING GRADETHE ELEVATION IS APPROX. & THE CONTRACTOR WILL NEED TO POTHOLE & LOCATE THEUTILITY BEFORE CONSTRUCTION.PROFILE ALONG DIVIDEND DR. LOOKING NORTHMAINTAIN 24" OF HORIZONTAL AND 24" OF VERTICAL CLEARANCE FROM ALLWATER,SANITARY, AND STORM SEWER LINES.510'509'+BORE & PLACE (1) 3-1.25" HDPEPL (1) CROWN CASTLE 432 CNT FOC24"MIN24"MIN10'COV215354EXISTING HANDHOLETO BE RELOCATEDTO PROPOSED BOCPROPRIETARY INFORMATION OF CROWN CASTLEPAGE:OF:Know what'sbelow.before you dig.CallRCONSTRUCTION NOTESPROJECT SHEET 1CABLE FIBERS:CABLE OWNER:CABLE LENGTH:NOTES:5432CROWN CASTLE834'CABLE FIBERS:CABLE OWNER:CABLE LENGTH:NOTES:2432CROWN CASTLEN/ABUILT IN PREVIOUS SPANCONDUIT OWNER:CONDUIT LENGTH:CONDUIT QUANITY:CONDUIT SIZE:CONDUIT TYPE:NOTE:1CROWN CASTLEN/A31 1/4"HDPEBUILT IN PREVIOUS SPAN3+00------CONDUIT OWNER:CONDUIT LENGTH:CONDUIT QUANITY:CONDUIT SIZE:CONDUIT TYPE:NOTE:3CROWN CASTLE438'31 1/4"HDPEBORE2+001+000+00CONDUIT OWNER:CONDUIT LENGTH:CONDUIT QUANITY:CONDUIT SIZE:CONDUIT TYPE:NOTE:4CROWN CASTLE196'11 1/4"HDPEPULL THRU EXISTING4+005+006+00 TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS S BELT LINE DR. S BELT LINE DR.HACKBERRY RD.42' 33'48' 24' 33' 48' 48' 60' 33' 33'36' 33' 33'48'PVTB145' ROWPVT 2'12'14' LAT: LONG: IN: OUT:432 24919 24851 LAT: LONG: IN: OUT:432 24919 24851 TAIL: S BELT LINE DR.521' 520' 519' 518' 517' 516' 515' 514' 513' 512' 511' EXISTING GRADE THE ELEVATION IS APPROX. & THE CONTRACTOR WILL NEED TO POTHOLE & LOCATE THE UTILITY BEFORE CONSTRUCTION. PROFILE ALONG DIVIDEND DR. LOOKING NORTH MAINTAIN 24" OF HORIZONTAL AND 24" OF VERTICAL CLEARANCE FROM ALL WATER,SANITARY, AND STORM SEWER LINES. 510' 509'+ BORE & PLACE (1) 3-1.25" HDPE PL (1) CROWN CASTLE 432 CNT FOC 24" MIN 24" MIN 10' COV 2 1 5 3 5 4 EXISTING HANDHOLE TO BE RELOCATED TO PROPOSED BOC PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 5 432 CROWN CASTLE 834' CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 2 432 CROWN CASTLE N/A BUILT IN PREVIOUS SPAN CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 1 CROWN CASTLE N/A 3 1 1/4" HDPE BUILT IN PREVIOUS SPAN CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 3 CROWN CASTLE 438' 3 1 1/4" HDPE BORE CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 4 CROWN CASTLE 196' 1 1 1/4" HDPE PULL THRU EXISTING PROJECT SHEET 1A - AERIAL IMAGE FOR REFERENCE ONLY TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1 S BELT LINE DR. S BELT LINE DR.PVTPVTPVTPVTPVTPVTPVT33' 60' 33'36' 33' 48' 36'36' 48' 36' 36' 48' 120' ROW 123' ROW 7' 7' 14' LAT: LONG: IN: OUT:432 24919 24851 1 1 2 33 PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES PROJECT SHEET 2 CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 3 432 CROWN CASTLE 801' CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 2 CROWN CASTLE 78' 3 1 1/4" HDPE BORE 9+00------8+007+00 10+00 11+00 12+00 13+00 CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 1 CROWN CASTLE 623' 3 1 1/4" HDPE PULL THRU EXISTING TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS S BELT LINE DR. S BELT LINE DR.PVTPVTPVTPVTPVTPVTPVT33' 60' 33'36' 33' 48' 36'36' 48' 36' 36' 48' 120' ROW 123' ROW 7' 7' 14' LAT: LONG: IN: OUT:432 24919 24851 1 1 2 33 PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 3 432 CROWN CASTLE 801' CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 2 CROWN CASTLE 78' 3 1 1/4" HDPE BORE CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 1 CROWN CASTLE 623' 3 1 1/4" HDPE PULL THRU EXISTING PROJECT SHEET 2A - AERIAL IMAGE FOR REFERENCE ONLY TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1DIVIDEND DR.48'58'44' 44'48' 33'36' 44'58' 120' ROW 123' ROW 120' ROW 123' ROW 7' 7' 14'PVTLAT: LONG: IN: OUT:432 24919 24851 LAT: LONG: IN: OUT:432 24919 24851TAIL: S BELT LINE DR.521' 520' 519' 518' 517' 516' 515' 514' 513' 512' 511' EXISTING GRADE THE ELEVATION IS APPROX. & THE CONTRACTOR WILL NEED TO POTHOLE & LOCATE THE UTILITY BEFORE CONSTRUCTION. PROFILE ALONG DIVIDEND DR. LOOKING NORTH MAINTAIN 24" OF HORIZONTAL AND 24" OF VERTICAL CLEARANCE FROM ALL WATER,SANITARY, AND STORM SEWER LINES. 510' 509'+ BORE & PLACE (1) 3-1.25" HDPE PL (1) CROWN CASTLE 432 CNT FOC 24" MIN 24" MIN 10' COV 1 2 1 2 3 4 5 5 EXISTING HANDHOLE TO BE RELOCATED TO PROPOSED BOC PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES PROJECT SHEET 3 CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 5 432 CROWN CASTLE 549' 16+00------15+0014+00 17+00 CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 2 432 CROWN CASTLE N/A BUILT IN PREVIOUS SPAN CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 1 CROWN CASTLE N/A 3 1 1/4" HDPE BUILT IN PREVIOUS SPAN CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 3 CROWN CASTLE 166' 3 1 1/4" HDPE BORE CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 4 CROWN CASTLE 183' 3 1 1/4" HDPE BORE TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1DIVIDEND DR.48'58'44' 44'48' 33'36' 44'58' 120' ROW 123' ROW 120' ROW 123' ROW 7' 7' 14'PVTLAT: LONG: IN: OUT:432 24919 24851 LAT: LONG: IN: OUT:432 24919 24851TAIL: S BELT LINE DR.521' 520' 519' 518' 517' 516' 515' 514' 513' 512' 511' EXISTING GRADE THE ELEVATION IS APPROX. & THE CONTRACTOR WILL NEED TO POTHOLE & LOCATE THE UTILITY BEFORE CONSTRUCTION. PROFILE ALONG DIVIDEND DR. LOOKING NORTH MAINTAIN 24" OF HORIZONTAL AND 24" OF VERTICAL CLEARANCE FROM ALL WATER,SANITARY, AND STORM SEWER LINES. 510' 509'+ BORE & PLACE (1) 3-1.25" HDPE PL (1) CROWN CASTLE 432 CNT FOC 24" MIN 24" MIN 10' COV 1 2 1 2 3 4 5 5 EXISTING HANDHOLE TO BE RELOCATED TO PROPOSED BOC PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 5 432 CROWN CASTLE 549' CABLE FIBERS: CABLE OWNER: CABLE LENGTH: NOTES: 2 432 CROWN CASTLE N/A BUILT IN PREVIOUS SPAN CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 1 CROWN CASTLE N/A 3 1 1/4" HDPE BUILT IN PREVIOUS SPAN CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 3 CROWN CASTLE 166' 3 1 1/4" HDPE BORE CONDUIT OWNER: CONDUIT LENGTH: CONDUIT QUANITY: CONDUIT SIZE: CONDUIT TYPE: NOTE: 4 CROWN CASTLE 183' 3 1 1/4" HDPE BORE PROJECT SHEET 3A - AERIAL IMAGE FOR REFERENCE ONLY S BELT LINE DR. 320'120'240'320'320'540' S BELT LINE DR. S BELT LINE DR. S BELT LINE DR. S BELT LINE DR.HACKBERRY RD.W LYNDON B JOHNSON FWYW LYNDON B JOHNSON FWYPROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES TRAFFIC CONTROL PLAN SPACING FOR CHANNELIZING DEVICES TRAFFIC NOTES SEE SHEET 11 FOR MATCHLINE DIVIDEND DR.DIVIDEND DR.S BELT LINE DR. S BELT LINE DR. S BELT LINE DR. 320' 320' 320' S BELT LINE DR. PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES TRAFFIC CONTROL PLAN SPACING FOR CHANNELIZING DEVICES TRAFFIC NOTES SEE SHEET 10 FOR MATCHLINE TYPICAL CONSTRUCTION DETAILS G:\FPL\TEXAS\FPL035 - IRVING\CONSTRUCTION\SEGMENT 1\TCP\tcp1-1_Page_1.jpgG:\FPL\TEXAS\FPL035 - IRVING\CONSTRUCTION\SEGMENT 1\TCP\tcp1-1_Page_1.jpg TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1 PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1 PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1 PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: Know what's below. before you dig.Call R CONSTRUCTION NOTES TITLE: LOC: PMO# / TGT BUILDING ID: ORIGINAL AS-BUILT DATE ENG DESIGN PM: DWG: DRAWING Rev#1 PROPRIETARY INFORMATION OF CROWN CASTLE PAGE: OF: TOTAL LABOR & MATERIAL