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Cotton Belt-PN210318A 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.-- 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 Date ________________________________________ ___________________________________ Signature of Contractor Representative Date ________________________________________ ___________________________________ 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. kbrannum@walshgroup.com Mar-10-2021 | 11:44 AM PST Mar-10-2021 | 2:08 PM CST 03/18/2021Scott Latta X 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 DWG No. GC1-1102 DATE DATEARCHER WESTERN HERZOG APPROVED BY: REVIEWED AND FRONTIER COMMUNICATIONS APPROVED BY: REVIEWED AND SOUTHWESTERN BLVD UTILITY MODIFICATIONS SEGMENT CB-1, SECTION 1-4 COTTON BELT REGIONAL RAIL SYSTEM PACKAGE 11 NETWORK ARCHITECT ENGINEER CARL SHIPMAN - ROW & UTILITY MANAGER JACK DRAKE - FRONTIER COMMUNICATIONS CONFLICTS: FOC5-1, T2-5C, T4-52, OHT4-17, AND OE1/OHFOC4/OHT4-1 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION SEPTEMBER 11, 2020\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-GC1-1102.0012:35:04 PMaludwigFIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 5259/11/202088534 DON F. JOHNSON, JR. ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 9/18/2020 Sep-21-2020 | 7:48 AM PDT 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-GC1-1106.0012:35:13 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 Coppell SH 114 SH 114 SH 161 SH 121 IH 6 3 5 I H 3 5 S H 1 2 1 Carrollton Coppell Lewisville CoppellGrapevineFWWR FWWRNO SCALE VICINITY MAP NO SCALE WFXO6101 0 GC1-1106GC1-1106 006 SEI (SURFACE) NORTHING 7,033,198.415 ID POINT 2,427,356.469 (SURFACE) EASTING ELEVATION 513.300 7,032,328.472 (GRID) NORTHING (GRID) EASTING (GLOBAL) LATITUDE 32°57'04.14823" (GLOBAL) LONGITUDE 7,032,314.670 511.5932,433,075.554 7,031,354.848 2,432,743.47032°56'54.59526"-96°59'11.36807" (GLOBAL) ELLIPSOID HEIGHT FEATURE CODE 422.740 TITLE SHEET SEGMENT CB-1 SEGMENT CB-1 R. HODO J. OROZCO D. JOHNSON -97°00'18.32475"426.282 CM#6 CM#7 CM#6 CM#7 2,427,025.166 3-1/2 INCH BRASS DISK STAMPED DART-JACOB ENGINEERING-CM#6-DART CONTROL 3-1/2 INCH BRASS DISK STAMPED DART-JACOB ENGINEERING-CM#7-DART CONTROL SURVEY CONTROL INDEX SHEET 2 OF 5 OF TRACK PLAN. CM#6 AND CM#7 INFORMATION ARE OBTAINED FROM KEY MAP SOUTHWESTERN BLVD UTILITY MODIFICATIONS SEGMENT CB-1, SECTION 1-4 COTTON BELT REGIONAL RAIL SYSTEM PROPOSED RAIL AREA PLAN VIEW AREA PLAN VIEW NOT TO SCALE CITY OF COPPELL, FRONTIER COMMUNICATIONS, SPECTRUM, AND FIBERLIGHT CONFLICTS: FOC9-4, FOC5-1, T2-5C, OHFOC4-1A, FOC6-1A, T4-52, OHT4-17, AND OE1/OHFOC4/OHT4-1FREEPORT PKWYDART RAIL PROPOSED S BELT LINE RDSOUTHWESTERN BLVD W BETHEL RD IH-635FREEPORT PKWYBURNS ST WRANGLER DR AIRLINE DR S DENTON TAP RDS COPPELL RDSANDERS LOOPN LAKE DRLINE RD E BELT 02/01/2021 WFXO6101 0GC2-1102GC2-1102 008 SEI No. SHEET No. REV No. DWG DRAWING TITLE GENERAL DRAWINGS DESIGN DRAWINGS SEGMENT CB-1 R. HODO J. OROZCO D. JOHNSON FRONTIER INDEX OF DRAWINGS FRONTIER INDEX OF DRAWINGS GENERAL NOTES GENERAL CONSTRUCTION NOTES LEGEND FRONTIER INDEX OF DRAWINGS TITLE SHEET FRONTIER COMMUNICATIONS COVER SHEET GC3-1103 GC3-1102 GC3-1101 GC2-1102 GC1-1106 GC1-1102 0 0 0 0 0 0 14 13 12 8 6 2 US9-1102 US9-1101 US7-1101 UC6-1111 UC6-1110 UC6-1109 UC6-1108 UC6-1107 UC6-1106 UC6-1105 UC6-1104B UC6-1104A UC6-1103 UC6-1102 UC6-1101 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 27 26 25 24 23 22 21 20 19 18B 18A 17 16 15 NOT TO SCALE STANDARD DETAILS STANDARD DETAILS MISCELLANEOUS DETAILS REMOVAL PLAN CONFLICT T4-52 FRONTIER UG & OH REMOVAL REMOVAL PLAN CONFLICT T4-52 FRONTIER UG & OH REMOVAL REMOVAL PLAN CONFLICT T4-52 FRONTIER UG & OH REMOVAL REMOVAL PLAN CONFLICTS OHT4-17 AND T4-52 FRONTIER UG & OH REMOVAL REMOVAL PLAN CONFLICT OHT4-17 FRONTIER UG & OH REMOVAL REMOVAL PLAN CONFLICT OHT4-17 FRONTIER UG & OH REMOVAL REMOVAL PLAN CONFLICT OHT4-17 FRONTIER UG & OH REMOVAL PROFILE AND OE1/OHFOC4/OHT4-1 CONFLICTS OHFOC4-1A, FOC6-1A, T2-5C SOUTHWESTERN BLVD PLAN VIEW AND OE1/OHFOC4/OHT4-1 CONFLICTS OHFOC4-1A, FOC6-1A, T2-5C SOUTHWESTERN BLVD PLAN AND PROFILE OHFOC4-1A, AND OE1/OHFOC4/OHT4-1 CONFLICTS FOC9-4, FOC5-1, T2-5C, FOC6-1A, SOUTHWESTERN BLVD TRENCH DETAILS ALIGNMENT DATA c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-GC2-1102.0012:35:16 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 02/01/2021 WFXO6101 0GC3-1101GC3-1101 012 SEI LEGEND SEGMENT CB-1 R. HODO J. OROZCO D. JOHNSON NOT TO SCALE c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-GC3-1101.0012:35:24 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 PROPOSED SYMBOLS DOWN GUY AND ANCHOR PROPOSED ONCOR PROPOSED ONCOR PROP ROW PROPOSED ONCOR POLE EMH PROP ONCOR MANHOLE PROP TELECOM MANHOLE PROP TELECOM HANDHOLE PROPOSED TELECOM PROP RETAINING WALL PROP MARKER POST PROP TRACK SWITCH PROP DRAIN LINE ABANDON / REMOVAL REMOVE & REPLACE PAVEMENT SIG W AHCW PROP SIGNAL HOUSE PROP BAR DITCH PROP NOISE WALL PROP TERMIMAL CLEAN OUT CO LEGEND OVERHEAD UG ELECTRIC FIBER OPTIC GAS PIPELINE WATER WASTEWATER TELEPHONE/CTV TT EXIST ONCOR POLE EXIST SYMBOLS OH ELECTRIC OH ELECTRIC OH ELECTRIC/FIBER OPTIC OH ELECTRIC/FIBER OPTIC OH ELECTRIC/FIBER OPTIC OH ELECTRIC/FIBER OPTIC OH ELECTRIC/FIBER OPTIC OH ELECTRIC/CTV OH FIBER OPTIC OH FIBER OPTIC ONCOR ONCOR TRANSMISSION ONCOR/ATT ONCOR/QWEST ONCOR/SPRINT ONCOR/VERIZON TIME WARNER (SPECTRUM) ELECTRIC ILLUMINATION ELECTRIC ITS ELECTRIC ELECTRIC TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL CITY OF RICHARDSON TOWN OF ADDISON RAIL ROAD CITY OF CARROLLTON CITY OF COPPELL DART CITY OF RICHARDSON UNKNOWN TXDOT ONCOR FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC LOGIX (ALPHEUS) CENTURYLINK PLANO ISD 360 NETWORKS TXDOT FIBER OPTIC FPL MFS ASCI MFN-CSD NEXTLINK LGN FRONTIER COMMUNICATIONS LEVEL 3 MCI XO COMMUNICATIONS CITY OF COPPELL ZAYO FIBERLIGHT TIME WARNER (SPECTRUM) SPRINT QWEST AT&T COMMUNICATIONS GAS GAS GAS GAS UNKNOWN GAS ELSTER GAS CONTINENTAL GAS ATMOS WATER WATER WATER WATER WATER WATER WATER CHESAPEAKE WATER TOWN OF ADDISON CITY OF PLANO CITY OF RICHARDSON CITY OF DALLAS CITY OF CARROLLTON CITY OF COPPELL TXDOT TRINITY RIVER AUTHORITY OF TEXAS TOWN OF ADDISON CITY OF PLANO CITY OF DALLAS CITY OF RICHARDSON CITY OF COPPELL CITY OF CARROLLTON PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE ATMOS SINCLAIR CONTINENTAL PIPELINE WILLIAMS CHESAPEAKE ENERGY EXPLORER PIPELINE CTV TELEPHONE TELEPHONE TELEPHONE TELEPHONE FRONTIER COMMUNICATIONS TIME WARNER (SPECTRUM) AT&T COMMUNICATIONS FRONTIER COMMUNICATIONS PRIVATE TELEPHONE FRONTIER COMMUNICATIONS AT&T COMMUNICATIONS GAS VAULT GAS TRANSFORMER GAS METER GAS VENT STORM SEWER MANHOLE CLEAN OUT WATER METER WATER VALVE WATER MANHOLE HYDRANT WATER VAULT CTV PEDESTAL TELEPHONE HAND HOLE TELEPHONE PEDESTAL TELEPHONE VAULT TELEPHONE MANHOLE LIGHT POLE POWER POLE TRAFFIC SIGNAL POWER BOX ELECTRIC MANHOLE ELECTRICAL POWER BOX ELECTRICAL TRANSFORMER BOX TRANSMISSION TOWER POINT (AKA LOCATING). MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE AND SUBSEQUENT QUALITY LEVEL "A": PRECISE HORIZONTAL AND VERTICAL LOCATION SUBSURFACE UTILITIES (AKA DESIGNATING). DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO QUALITY LEVEL "B": INFORMATION OBTAINED THROUGH THE QUALITY LEVEL D INFORMATION. PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING QUALITY LEVEL "C": INFORMATION OBTAINED BY SURVEYING AND RECORDS AND/OR ORAL RECOLLECTIONS, QUALITY LEVEL "D": INFORMATION DERIVED FROM EXISTING ONCOR/TIME WARNER (SPECTRUM) WATER WATER WATER DISTRICT NORTH TEXAS MUNICIPAL UNKNOWN PIPELINE UNKNOWN PIPELINE VERIZON (FRONTIER COMMUNICATIONS) OH TELEPHONE FRONTIER COMMUNICATIONS QUALITY LEVEL "B" QUALITY LEVEL LEGEND OUT OF SCOPE END OF LINE F FIBER OPTIC VAULT FIBER OPTIC FIBER OPTIC FIBER OPTIC COLLIN COUNTY COMMUNITY COLLEGE TIME WARNER TELECOM (CENTURYLINK) UNKNOWN QUALITY LEVEL "C" QUALITY LEVEL "D" TYPICAL FOR ALL UTILITIES EXIST ROW FH FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE AT&T TELEPORT FIBERNET (CROWN CASTLE) CROWN CASTLE (FIBERNET) ONCOR/TIME WARNER (SPECTRUM) CITY OF COPPELLELECTRIC ELECTRICELECTRIC ELECTRICELECTRIC CITY OF PLANO TOWN OF ADDISON WATER DISTRICT NORTH TEXAS MUNICIPAL NTTA ELECTRIC CITY OF CARROLLTON FIBER OPTIC COPPELL ISD WASTEWATER WASTEWATER WASTEWATER WASTEWATER WASTEWATER WASTEWATER WASTEWATER WASTEWATER WASTEWATER CARROLLTON-FARMERS BRANCH E T T E GM GV SD W WASTEWATER MANHOLE WM WV PBX PBX TELEPHONE PULLBOX FIBER OPTIC PULLBOX ELECTRIC METERE DUCT BANK DUCT BANK DUCTS FROM QWEST. SEE NOTE 1 QWEST WITH MCI LEASING QWEST AND MCI ARE NOT TOGETHER. 1. ANYWHERE THE LINESTYLE IS NOT FOC2/FOC12, NOTES: FIBER OPTIC CONSOLIDATED COMMUNICATIONS FIBER OPTIC EXIST BAR DITCH FIBER OPTIC NORTH TEXAS TOLLWAY AUTHORITY ELECTRICELECTRIC NORTH TEXAS TOLLWAY AUTHORITY ELECTRICELECTRIC TEXRAIL FIBER OPTIC TEXRAIL OH TELEPHONE VERIZON (FRONTIER COMMUNICATIONS) UNITE PRIVATE NETWORKS OH FIBER OPTIC MCI WATER DFW AIRPORT OH TELEPHONE AT&T COMMUNICATIONS WESTERN UNION OH ELECTRIC CLEAR CHANNEL ELECTRIC CLEAR CHANNEL AT&T LEGACY WASTEWATER WASTEWATER UNKNOWN UNKNOWN 02/01/2021 WFXO6101 0 013 SEI GC3-1102GC3-1102 GENERAL CONSTRUCTION NOTES SEGMENT CB-1 R. HODO J. OROZCO D. JOHNSON FRONTIER COMMUNICATIONS CITY OF COPPELL CARL SHIPMAN 469-978-2890 EMAIL ADDRESS: ANDY.A.KING@FTR.COM KENT COLLINS 972-304-7019 EMAIL ADDRESS: KCOLLINS@COPPELLTX.GOV SPECTRUM RICHIE BONNER 817-205-8177 EMAIL ADDRESS: RICHIE.BONNER@CHARTER.COM FIBERLIGHT MIKE BITSCHE 214-755-6741 EMAIL ADDRESS: MIKE.BITSCHE@FIBERLIGHT.COM NOT TO SCALE c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-GC3-1102.0012:35:26 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 UTILITY OWNER CONTACTS TRAFFIC CONTROL NOTES 3. NO TRAFFIC CONTROL CAN BE SET UP IN INCLEMENT WEATHER. TRANSPORTATION, AS APPLICABLE. CONTACT ENGINEER FOR ANY QUESTIONS. DIVISION OF LOCAL CITY PUBLIC WORKS OR TEXAS DEPARTMENT OF 2. ALL TRAFFIC CONTROL PLANS SHALL BE APPROVED BY TRAFFIC CONTROL ARCHER WESTERN HERZOG. LATEST EDITION). ALL LANE CLOSURES MUST BE PRE-APPROVED BY CONTROL DEVICES (TXMUTCD), (TEXAS DEPARTMENT OF TRANSPORTATION, LOCAL CITY LATEST EDITION AND TEXAS MANUAL ON UNIFORM TRAFFIC THE APPLICABLE SECTION OF TRAFFIC BARRICADE MANUAL, 1. ALL TRAFFIC CONTROL SETUPS MUST BE IN ACCORDANCE WITH GENERAL CONSTRUCTION NOTES BARRIER LINES, LANE LINES, RAISED PAVEMENT MARKING, ETC. TRAFFIC SIGNS AND PAVEMENT MARKINGS, INCLUDING CENTERLINES, 15. CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING AND MAINTAINING TO THE GENERAL PUBLIC. (MOST RECENT EDITION) DURING CONSTRUCTION TO PROVIDE COMPLETE SAFETY WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 14. CONTRACTOR SHALL INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WHATSOEVER TO THE PAVEMENT. OF THE PAVEMENT, PRECAUTIONS MUST BE TAKEN TO PREVENT ANY DAMAGE 13. IF IT BECOMES NECESSARY TO OPERATE MACHINERY ON A PORTION REFERENCE PURPOSE ONLY. LOCATIONS AND DIMENSIONS. INFORMATION SHOWN ON PLANS IS FOR 12. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING BORE PIT CONTRACTOR IN CONFORMANCE WITH DART OR LOCAL CITY STANDARDS. REMOVED DURING CONSTRUCTION SHALL BE REPLACED BY BONDED 11. EXISTING PAVEMENT, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION. 10. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SHALL BE LEFT OPEN OVERNIGHT. AND COMPACTED IN 6" LIFTS AT THE END OF THE WORK PERIOD. NO TRENCHES 9. TRENCHING OPERATIONS SHALL BE LIMITED TO WHAT CAN BE BACKFILLED AGENCY. STANDARDS OR CODES REQUIRED BY OSHA OR ANY OTHER REGULATORY IN ACCORDANCE WITH ANY HEALTH OR SAFETY PRECAUTIONS, REGULATIONS, ALSO BE SOLELY RESPONSIBLE FOR SAFETY IN OR ABOUT THE JOB SITE WITH THE CONTRACT DOCUMENTS. THE CONSTRUCTION CONTRACTOR SHALL SCHEDULING OF ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE FOR THE MEANS, METHODS, SEQUENCE, PROCEDURES, TECHNIQUES AND 8. THE CONSTRUCTION CONTRACTOR SHALL ALSO BE SOLELY RESPONSIBLE THE MORE STRINGENT WILL APPLY. SHORING REQUIREMENTS. WHERE A STANDARD OR SPECIFICATION DIFFERS, STANDARD PRACTICES ON TRENCH, BACKFILLING, EXCAVATION AND SPEC (DIVISION IV, STRUCTURES) AND RESPECTIVE UTILITY COMPANY 7. CONTRACTOR MUST COMPLY WITH OSHA SPECIFICATIONS, DART STD. LEADS. CROSSINGS OF SANITARY SEWERS, STORM SEWERS, WATER LINES AND 6. CONTRACTOR TO PROVIDE A MINIMUM OF 2' OF CLEARANCE AT ALL ACTIVITIES. OF EXISTING LINES OR CABLES AS REQUIRED, DUE TO CONSTRUCTION UTILITIES OWNERS, ETC. FOR ANY RELOCATION AND/OR PROTECTION ELECTRIC, TELEPHONE, FIBER OPTIC, CABLE TV, SEWER AND WATER 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH GAS, OIL, CONSTRUCTION AT 1-800-344-8377 (1-800-DIG-TESS). 4. CALL UTILITY COORDINATING COMMITTEE 48 HRS. PRIOR TO LOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO VERIFY (WHETHER OR NOT INDICATED ON PLANS). PRIOR TO CONSTRUCTION, AND PROTECT ALL SAID UTILITIES AS WELL AS SERVICE CONNECTIONS ON PLANS, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE 3. ALL EFFORTS HAVE BEEN MADE TO INDICATE ALL EXISTING UTILITIES OF JOB SHALL BE AS GOOD AS OR BETTER THAN PRIOR TO STARTING WORK. 2. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION SERVICE, UNLESS OTHERWISE NOTED IN THE DRAWINGS. 1. ALL EXISTING FACILITIES CURRENTLY IN SERVICE MUST REMAIN IN TO CONSTRUCTION. CONTRACTOR TO CONTACT UTILITY OWNERS A MINIMUM 2-WEEKS PRIOR 32. BRACE POWER POLES WHERE DUCT BANK IS CLOSER THAN 5'. UTILITY OWNER SPECIFICATIONS. MATERIAL THAT IS COMPACTIBLE IN ACCORDANCE WITH DART AND THE CONSTRUCTION SITE, AND THE EXCAVATION BACKFILLED WITH IS ENCOUNTERED, THE EXCAVATED ROCK SHALL BE REMOVED FROM 31. IF ROCK, PART ROCK, OR OTHER INCOMPRESSIBLE MATERIAL BY VIKIMATIC TO CONNECT PVC CONDUIT TO HDPE CONDUIT. 30. CONTRACTOR SHALL USE E-LOC TRANSITION COUPLINGS LENGTH ACCORDINGLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST THE BORE TO RISE AND FALL VERTICALLY IS CONSIDERED INCIDENTAL. OF THE BORE ONLY. ADDITIONAL LENGTH OF BORE NECESSARY INDICATED ON PLANS ACCOUNTS FOR THE HORIZONTAL LENGTH 29. CONTRACTOR IS CAUTIONED THAT DIRECTIONAL BORE LENGTH OF ALL BENDS 45°OR GREATER. 28. CONTRACTOR TO CONCRETE ENCASE THE SUM BY UTILITY PERSONNEL. HANDHOLE OR DUCTS TO COORDINATE ON-SITE INSPECTION MINIMUM OF 48 HOURS PRIOR TO CONNECTION TO EXISTING 27. UTILITY CONTRACTOR TO CONTACT UTILITY OWNER A HANDHOLE MARKER SIGNS. EACH UTILITY OWNER REGARDING PLACEMENT OF MANHOLE AND AND HANDHOLE INSTALLED. CONTRACTOR TO COORDINATE WITH 26. CONTRACTOR SHALL PLACE MARKER SIGNS AT EACH MANHOLE INSTALLED DUCT. 25. CONTRACTOR TO PROVIDE AND PLACE MULE TAPE IN EACH REFER TO SPECIAL PROVISIONS FOR EASEMENT DETAILS. TO CONFIRM ACQUISITION PRIOR TO SCHEDULING OF WORK. BY ARCHER WESTERN HERZOG IF APPLICABLE. CONTRACTOR 24. TEMPORARY CONSTRUCTION EASEMENTS TO BE SECURED MINIMUM 3-FOOT RADIUS. 23. ALL PROPOSED BENDS SHALL BE GRADUAL SWEEPS WITH A LOCATION TAPE OVER ALL BURIED CONDUIT. 22. THE CONSTRUCTION CONTRACTOR SHALL PLACE UTILITY BY OWNER. 21. CONTRACTOR IS TO PLUG ALL INSTALLED DUCTS, AS SPECIFIED UTILITY OWNER AND APPROVED BY ARCHER WESTERN HERZOG. BE CONSIDERED ABANDONED WITHOUT WRITTEN CONSENT FROM ABANDONMENT WITH THE UTILITY COMPANY. NO FACILITY MAY 20. CONTRACTOR SHALL COORDINATE AND VERIFY ANY UTILITY FACILITIES INSTALLATION COMPLETION FOR INSPECTION APPROVAL. FOR NOTIFYING PERTINENT UTILITIES OF FIBER AND COPPER BASED SPLICED BY THE UTILITY OWNER. CONTRACTOR SHALL BE RESPONSIBLE 19. ALL FIBER OPTIC AND COPPER BASED FACILITIES WILL BE CONDUIT STRUCTURE COMPLETION FOR INSPECTION APPROVAL. SHALL BE RESPONSIBLE FOR NOTIFYING PERTINENT UTILITIES OF INSTALLED BY A UTILITY OWNER APPROVED CONTRACTOR. CONTRACTOR 18. ALL FIBER OPTIC AND COPPER BASED FACILITIES WILL BE DEFECTIVE MATERIAL FROM THE SITE OF THE WORK. OWNERS REPRESENTATIVE AND THE CONTRACTOR SHALL REMOVE SUCH ANY MATERIAL FOUND TO BE DEFECTIVE WILL BE REJECTED BY THE BE INSPECTED UPON DELIVERY AND DURING THE PROGRESS OF THE WORK. 17. THE CONDUIT, FITTINGS, CONDUIT BODIES AND ACCESSORIES SHALL BROUGHT TO THE ATTENTION OF THE ENGINEER. 16. ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE PLANS SHALL BE 02/01/2021 WFXO6101 014 SEI GC3-1103GC3-1103 WFXO6101 0 R. HODO J. OROZCO D. JOHNSON SEGMENT CB-1 GENERAL NOTES NOT TO SCALE c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-GC3-1103.0012:35:28 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 TELECOMMUNICATION FACILITIES GENERAL NOTESGENERAL NOTES 15. FOR HDD, THE CONTRACTOR SHALL CAP EXCESS PIPE AND FILL VOID. 14. ALL MANHOLES MUST BE REMOVED UNDER PROPOSED PAVEMENT. PROPOSED TRENCH OR CASING UNLESS NOTED OTHERWISE. 13. ALL DIMENSIONS ON THE PLANS ARE TO THE CENTERLINE OF THE AND ASSIGNMENTS. 12. THE CONTRACTOR SHALL COORDINATE WITH OTHER UTILITY RELOCATIONS PREVENT BLOWING DUST. 11. THE CONTRACTOR SHALL WET DOWN DRY MATERIALS TO ALLAY DUST AND MATERIALS ON PROJECT SITE. 10. THE CONTRACTOR SHALL NOT BURN OR BURY RUBBISH AND WASTE COMPACTED IN ACCORDANCE WITH THE UTILITY OWNER'S SPECIFICATIONS. PROMPTLY REMOVED AT THE START OF THE NEXT WORKING DAY AND REQUIREMENT, BUT HAVE NOT BEEN PROPERLY COMPACTED, SHALL BE 9. AREAS WHICH HAVE BEEN BACKFILLED TO COMPLY WITH THE PREVIOUS REPLACED AT CONTRACTOR'S EXPENSE. OR OUTSIDE THE CONSTRUCTION LIMITS SHALL BE REPAIRED AND/OR SHOWN ON THE DRAWINGS. ALL DISTURBED/DAMAGED AREAS INSIDE 8. THE CONTRACTOR SHALL LIMIT HIS WORK TO THE ROW OR EASEMENTS 7. THE CONTRACTOR SHALL SECURE EXCAVATION AT THE END OF THE DAY. UNTIL FULL STABILITY IS ACHIEVED. ALL SETTLEMENT OR EROSION SHALL BE REPAIRED BY THE CONTRACTOR 6. TRENCH BACKFILL MUST BE COMPACTED AS SPECIFIED PER DART. ANY AND EXISTING UTILITIES DIRECTLY WITH AFFECTED UTILITY PERSONNEL. VICINITY. COORDINATE TEMPORARY SUPPORT AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES WHEN WORKING IN THEIR 5. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION AND MUST PROTECT POSSIBLE TO THE SATISFACTION OF THE D-B CONTRACTOR (AWH). FROM DART OR CITY ROW AND THE JOB SITE MUST BE CLEANED UP AS SOON AS 4. EXCESS MATERIALS FROM ANY KIND OF EXCAVATION SHALL BE REMOVED AND SHALL BE APPROVED BY THE ENGINEER. SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT THEIR EXPENSE UTILITIES, ETC. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS DITCHES, FENCES, PLANTS, CURB, GUTTER, SIDEWALK, EXISTING IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DIRECTLY OR INDIRECTLY FROM OPERATIONS. SAID EXISTING RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING SHALL BE FAMILIAR WITH THE SITE AND SHALL BE SOLELY 3. ANY CONTRACTOR/SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT UTILITIES GRADES. WHEN PROPOSED FACILITIES GRADES CONFLICT WITH EXISTING SHALL BE RESTORED AT THEIR EXPENSE. THE ENGINEER SHALL BE NOTIFIED ANY DAMAGE TO UTILITIES RESULTING FROM THE CONTRACTOR'S OPERATION PRESERVE AND PROTECT UTILITIES AT ALL TIMES DURING CONSTRUCTION. TO PROVIDE ADEQUATE CLEARANCE, IF REQUIRED. THE CONTRACTOR SHALL IN ADVANCE OF CONSTRUCTION IN ORDER THAT ADJUSTMENTS CAN BE MADE ELEVATION AND DIMENSIONS OF ADJACENT AND/OR CONFLICTING UTILITIES 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION, ON THE PLANS. CALL ONE CALL 48 HOURS PRIOR TO ANY CONSTRUCTION. AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN UNDERGROUND UTILITIES PRIOR TO TRENCHING AND SHALL BE REQUIRED CONTRACTOR SHALL DETERMINE THE DEPTH AND LOCATION OF EXISTING, FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE D-B CONTRACTOR (AWH) NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY POTHOLE INVESTIGATIONS ARE APPROXIMATE. NEITHER THE OWNER, ASSUMPTIONS OBTAINED FROM AVAILABLE RECORDS AND ARE NOTED, UTILITY FLOWLINE ELEVATIONS ARE CALCULATED EVENTS FROM SUE, RECORDS OR ELEVATIONS OF UTILITIES WERE ASSUMED UNLESS OTHERWISE NOTED, (MAIN LINES, NO LATERALS OR SERVICES SHOWN) ON THE DRAWINGS WHERE 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN RESPONSIBILITY OF THE CONTRACTOR. 6. PROTECTION FROM THEFT OF EXPOSED OR STORED COPPER CABLES IS THE 5. PROPOSED GRADE & EXISTING GRADE IS AT CENTERLINE OF DUCT BANK. OTHERWISE NOTED. 4. ALL MANHOLES AND HANDHOLES SHALL BE PLACED WITHIN RIGHT OF WAY, UNLESS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUIT INTEGRITY FOR ALL BORES. ASSIGNED BY THE UTILITY OWNER. 2. SPLICES SHALL BE DONE BY THE UTILITY OWNER OR A DESIGNATED CONTRACTOR PERSONS FROM CONTACT WITH THE UTILITY. IS EXPOSED AND SHALL REASONABLY MONITOR THE UTILITY TO KEEP UNAUTHORIZED SENSITIVE TO HANDLE. THE CONTRACTOR SHALL LIMIT THE TIME THE UTILITY 1. THE CONTRACTOR SHALL BE AWARE THAT ALL FIBER LINES SHALL BE CONSIDERED 02/01/2021 WFXO6101 0 ALIGNMENT DATA 015 SEI UC6-1101 ALIGNMENT DATAUC6-1101 R. HODO J. OROZCO D. JOHNSON SEGMENT CB-1 NOT TO SCALE c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1101.0012:35:30 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 ENDING CHAIN PK11FOC DESCRIPTION =============================================================================== POINT PKFOC02 N 7,032,277.4545 E 2,428,364.8945 STA 2+22.49 COURSE FROM PT PK11FOC-1 TO PKFOC02 S 72°13' 43" E DIST 94.5932 CHORD BEAR = S 27°13' 43" E AHEAD = S 72°13' 43" E BACK = S 17°46' 17" W C.C. N 7,032,310.1355 E 2,428,276.0360 P.T. STATION 1+27.89 N 7,032,306.3264 E 2,428,274.8151 P.C. STATION 1+21.61 N 7,032,311.3564 E 2,428,272.2269 MID. ORD. = 1.1716 LONG CHORD = 5.6569 EXTERNAL = 1.6569 RADIUS = 4.0000 LENGTH = 6.2832 TANGENT = 4.0000 DEGREE = 1432°23' 40" DELTA = 90°00' 00" (LT) P.I. STATION 1+25.61 N 7,032,307.5473 E 2,428,271.0060 CURVE PK11FOC-1 *----------* CURVE DATA COURSE FROM PKFOC01 TO PC PK11FOC-1 S 17°46' 17" W DIST 21.6109 POINT PKFOC01 N 7,032,331.9360 E 2,428,278.8230 STA 1+00.00 =============================================================================== BEGINNING CHAIN PK11FOC DESCRIPTION CONFLICTS OHFOC4-1A & FOC6-1A ENDING CHAIN PK11T25000 DESCRIPTION =============================================================================== POINT T25001 N 7,032,255.4195 E 2,428,515.7540 STA 12+26.14 COURSE FROM PT PK11T25000-3 TO T25001 N 17° 46' 17" E DIST 21.0621 CHORD BEAR = N 62° 46' 17" E AHEAD = N 17° 46' 17" E BACK = S 72° 13' 43" E C.C. N 7,032,236.5833 E 2,428,505.5163 P.T. STATION 12+05.08 N 7,032,235.3624 E 2,428,509.3254 P.C. STATION 11+98.79 N 7,032,232.7742 E 2,428,504.2954 MID. ORD. = 1.1716 LONG CHORD = 5.6569 EXTERNAL = 1.6569 RADIUS = 4.0000 LENGTH = 6.2832 TANGENT = 4.0000 DEGREE = 1432° 23' 40" DELTA = 90° 00' 00" (LT) P.I. STATION 12+02.79 N 7,032,231.5533 E 2,428,508.1045 CURVE PK11T25000-3 *----------* CURVE DATA COURSE FROM PT PK11T25000-2 TO PC PK11T25000-3 S 72° 13' 43" E DIST 146.3862 CHORD BEAR = S 49° 43' 43" E AHEAD = S 72° 13' 43" E BACK = S 27° 13' 43" E C.C. N 7,032,281.2636 E 2,428,366.1154 P.T. STATION 10+52.41 N 7,032,277.4545 E 2,428,364.8945 P.C. STATION 10+49.27 N 7,032,279.4334 E 2,428,362.5586 MID. ORD. = 0.3045 LONG CHORD = 3.0615 EXTERNAL = 0.3296 RADIUS = 4.0000 LENGTH = 3.1416 TANGENT = 1.6569 DEGREE = 1432° 23' 40" DELTA = 45° 00' 00" (LT) P.I. STATION 10+50.92 N 7,032,277.9602 E 2,428,363.3167 CURVE PK11T25000-2 *----------* CURVE DATA COURSE FROM PT PK11T25000-1 TO PC PK11T25000-2 S 27° 13' 43" E DIST 26.8096 CHORD BEAR = S 49° 14' 37" E AHEAD = S 27° 13' 43" E BACK = S 71° 15' 31" E C.C. N 7,032,301.4420 E 2,428,346.7354 P.T. STATION 10+22.46 N 7,032,303.2722 E 2,428,350.2922 P.C. STATION 10+19.38 N 7,032,305.2299 E 2,428,348.0206 MID. ORD. = 0.2917 LONG CHORD = 2.9988 EXTERNAL = 0.3146 RADIUS = 4.0000 LENGTH = 3.0739 TANGENT = 1.6173 DEGREE = 1432° 23' 40" DELTA = 44° 01' 48" (RT) P.I. STATION 10+21.00 N 7,032,304.7103 E 2,428,349.5522 CURVE PK11T25000-1 *----------* CURVE DATA COURSE FROM T25000 TO PC PK11T25000-1 S 71° 15' 31" E DIST 19.3837 POINT T25000 N 7,032,311.4579 E 2,428,329.6647 STA 10+00.00 =============================================================================== BEGINNING CHAIN PK11T25000 DESCRIPTION CONFLICTS T2-5C, FOC5-1 & FOC9-4 ENDING CHAIN PK11FOC9000 DESCRIPTION =============================================================================== POINT FOC9001 N 7,032,221.9917 E 2,428,537.9363 STA 1+35.33 COURSE FROM FOC9000 TO FOC9001 S 72° 13' 43" E DIST 35.3267 POINT FOC9000 N 7,032,232.7742 E 2,428,504.2954 STA 1+00.00 =============================================================================== BEGINNING CHAIN PK11FOC9000 DESCRIPTION CONFLICT FOC9-4 ENDING CHAIN JOS2 DESCRIPTION =========================================================== POINT JOS202 N 7,038,432.8130 E 2,462,626.3020 STA 2+35.31 COURSE FROM PT JOS22 TO JOS202 N 37° 10' 26" E DIST 9.1689 CHORD BEAR = N 19° 21' 12" E AHEAD = N 37° 10' 26" E BACK = N 1° 31' 57" E C.C. N 7,038,427.0742 E 2,462,626.9702 P.T. STATION 2+31.15 N 7,038,429.4912 E 2,462,623.7830 P.C. STATION 2+28.66 N 7,038,427.1812 E 2,462,622.9717 MID. ORD. = 0.1919 LONG CHORD = 2.4483 EXTERNAL = 0.2016 RADIUS = 4.0000 LENGTH = 2.4883 TANGENT = 1.2859 DEGREE = 1432° 23' 40" DELTA = 35° 38' 30" (RT) P.I. STATION 2+29.95 N 7,038,428.4666 E 2,462,623.0060 CURVE JOS22 *----------* CURVE DATA COURSE FROM PT JOS21 TO PC JOS22 N 1° 31' 57" E DIST 118.7656 CHORD BEAR = N 17° 05' 33" W AHEAD = N 1° 31' 57" E BACK = N 35° 43' 02" W C.C. N 7,038,308.3511 E 2,462,623.7941 P.T. STATION 1+09.90 N 7,038,308.4581 E 2,462,619.7956 P.C. STATION 1+07.30 N 7,038,306.0160 E 2,462,620.5465 MID. ORD. = 0.2095 LONG CHORD = 2.5550 EXTERNAL = 0.2211 RADIUS = 4.0000 LENGTH = 2.6005 TANGENT = 1.3481 DEGREE = 1432° 23' 40" DELTA = 37° 14' 59" (RT) P.I. STATION 1+08.65 N 7,038,307.1105 E 2,462,619.7595 CURVE JOS21 *----------* CURVE DATA COURSE FROM JOS201 TO PC JOS21 N 35° 43' 02" W DIST 7.2979 POINT JOS201 N 7,038,300.0908 E 2,462,624.8069 STA 1+00.00 =========================================================== BEGINNING CHAIN JOS2 DESCRIPTION ENDING CHAIN PK10SWOH1000 DESCRIPTION =============================================================================== POINT SWOH1002 N 7,032,239.1358 E 2,428,604.5502 STA 4+97.72 COURSE FROM SWOH1001 TO SWOH1002 S 79° 36' 56" E DIST 90.1908 POINT SWOH1001 N 7,032,255.3930 E 2,428,515.8367 STA 4+07.53 COURSE FROM SWOH1000 TO SWOH1001 S 71° 11' 57" E DIST 7.5333 POINT SWOH1000 N 7,032,257.8209 E 2,428,508.7053 STA 4+00.00 =============================================================================== BEGINNING CHAIN PK10SWOH1000 DESCRIPTION CONFLICTS OE1/OHFOC4/OHT4-1 & FOC6-1A 02/01/2021 WFXO6101 0 016 SEI UC6-1102UC6-1102 D.JOHNSON J.OROZCO R.HODO TRENCH DETAILS SEGMENT CB-1 NOT TO SCALE CASING DETAIL - BORE -SW1-2 CONDUITS 2-4" FRONTIER INSIDE DIAMETER = 15.438" (WALL THICKNESS = 0.281") 16" STEEL CASING PIPE TRENCH DETAIL -SW1-3 TRENCH DETAIL -SW1-5 TRENCH DETAIL -SW1-4 FIBER CONDUIT 1-4" CITY OF COPPELL TRENCH DETAIL -SW1-1 6"48" MINCONDUIT TOP OF SELECT FILL 24" CONDUITS 2-4" FRONTIER 3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER 6"48" MINCONDUIT TOP OF SELECT FILL 24"3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER CONDUITS 2-4" FRONTIER COPPELL CONDUIT 1-4" CITY OF 6"48" MINCONDUIT TOP OF SELECT FILL3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER COPPELL CONDUIT 1-4" CITY OF TRENCH DETAIL -SW1-6 6"48" MINCONDUIT TOP OF SELECT FILL 24"3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER 3"CONDUITS 2-4" FRONTIER COPPELL CONDUIT 1-4" CITY OF 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT TRENCH DETAIL -SW1-76"48" MINCONDUIT TOP OF SELECT FILL3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER 6"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER TAPE DETECTION MAGNETIC36"48" MINSELECT FILL CONDUIT TOP OF3" TRENCH DETAIL -SW1-8 CONDUIT 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 1-4" FIBERLIGHT 12"12" TRENCH DETAIL -SW1-9 6"48" MINCONDUIT TOP OF SELECT FILL 24" CONDUIT 1-4" FRONTIER 3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT TRENCH DETAIL -SW1-106"48" MINCONDUIT TOP OF SELECT FILL 24"3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER 3"CONDUITS 2-4" FRONTIER 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 12"6"48" MINCONDUIT TOP OF SELECT FILL3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER 12" CONDUIT 1-4" FRONTIER 6"48" MINCONDUIT TOP OF SELECT FILL 24"3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER CONDUIT 1-4" FIBERLIGHT 1-4" SPECTRUM CONDUIT CONDUIT TOP OF TRENCH DETAIL -SW1-4A6"48" MINCONDUIT TOP OF SELECT FILL3"TAPE DETECTION MAGNETIC 36"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER 6"BACKFILL (AREMA 5.6.3.1.11) ASTM STANDARD D698 95% MAXIMUM DENSITY PER TAPE DETECTION MAGNETIC 48" MINSELECT FILL CONDUIT TOP OF3"12" GRADE EXIST/PROP CONDUIT 1-4" SPECTRUM GRADE EXIST/PROP GRADE EXIST/PROP GRADE EXIST/PROP GRADE EXIST/PROP GRADE EXIST/PROP GRADE EXIST/PROP GRADE EXIST/PROP GRADE EXIST/PROP GRADE EXIST/PROP 36"24" CONDUITS 2-4" FRONTIER COPPELL CONDUIT 1-4" CITY OF VARIES VARIES c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1102.0012:35:32 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1103.0202:35:48 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525TOP OF CONDUITEXIST GRADEREQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION PROP GRADE9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 WMCO W PBX PBX PBXPBX GM 1198+00 1198+00 1200+00 395.71 ' 0+00 0+00 1+00 1+00 S TP TP GM TPWMCO SMH MH FH WV WV WV PPPPPP PP PP SAHCWW1+002+00 1+00 10+00 11+00 12+00 505 +/-497 +/-497 +/-507 +/-509 +/-509 +/-510 +/-511 +/- 0 R. HODO SEI J. OROZCOUC6-11031'=20' 017 D. JOHNSON SEGMENT CB-1 UC6-1103DART RRSOUTHWESTERN BLVD SOUTHWESTERN BLVD 495 490 500 515 505 510 520 495 490 500 515 505 510 520 PROP GRADE IN AREA. WATER LINE CAUTION !!! LINE IN AREA. OVERHEAD ELECTRIC CAUTION !!! LINE IN AREA. UNDERGROUND ELECTRIC CAUTION !!! LINE IN AREA. TELECOMMUNICATIONS UNDERGROUND CAUTION !!! IN AREA. WATER LINE CAUTION !!! LINE IN AREA. OVERHEAD ELECTRIC CAUTION !!! LINE IN AREA. TELECOMMUNICATIONS UNDERGROUND CAUTION !!! IN AREA. GAS LINE CAUTION !!! EXIST ROW EXIST ROW À CB1-NB À CB1-SB P R OP R OWSW1-2 SW1-3 SW1-4 SW1-6 SW1-1 SW1-10 CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: 2-4" FRONTIER CONDUITS EXIST FRONTIER PLACE 72 LF THAN OPEN CUT 123 LF BY OTHER BEGIN CASING SW1-2 END TRENCH SW1-6 STA 10+71.56 BEGIN TRENCH SW1-6 END CASING SW1-2 STA 11+94.44 BEGIN CASING STA 10+71.56 END CASING STA 11+94.44 2'EXIST CONFLICT FOC5-1 EXIST CONFLICT T2-5C EXIST CONFLICT FOC9-4 EXIST CONFLICT FOC9-4 SEE DWG No. UC6-1104 FOR PLAN AND PROFILE PROPOSED SPECTRUM AND FIBERLIGHT EXIST GRADE SW1-6 3 1 2 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 2-4" FRONTIER CONDUITS 1 2 3 SW1-9 1-4" FRONTIER CONDUIT VERT SCALE (IN FEET) SCALE (IN FEET) HORIZ 0 0 2.5 1057.5 20 4010 1-4" FRONTIER CONDUIT 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 1-4" CITY OF COPPELL FIBER CONDUIT 2-4" FRONTIER CONDUITS 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 1-4" CITY OF COPPELL FIBER CONDUIT 2-4" FRONTIER CONDUITS 16" STEEL CASING PIPE WITH PLAN AND PROFILEMIN. REQUIRED = 6'11'(SEE SHEET DWG UC6-1104)AND FIBERLIGHT CONDUITSCONNECT TO PROP SPECTRUMSTA 10+52.41BEGIN TRENCH SW1-6 END TRENCH SW1-4 (SEE SHEET DWG UC6-1104) AND FIBERLIGHT CONDUITS CONNECT TO PROP SPECTRUM À PROP OHFOC4-1A AND FOC6-1A STA 2+22.49 = À PROP T2-5C, FOC5-1, AND FOC9-4 = STA 10+52.41 END TRENCH SW1-1 END CONFLICT FOC5-1 (FIELD LOCATE) STRIP BACK AS NECESSARY CONNECT TO EXIST FRONTIER FIBER FRONTIER OVERLAY HANDHOLE INSTALL PROP 3'X5'X3' STA 12+21.13, 18.20' LT COPPELL FIBERCONNECT TO EXIST CITY OFFIBER OVERLAY HANDHOLEPROP 3'X5'X3' CITY OF COPPELLSTA 10+19.57, 11.48' RTEL 503 +/-EXIST FRONTIERSTA 10+23 +/-EL 504 +/-EXIST ATMOS GASSTA 10+25 +/-FL 501 +/-EXIST CITY OF COPPELL WWSTA 10+43 +/-EL 503 +/-EXIST ATMOS GASSTA 12+15 +/-OVERLAY HANDHOLEPROP 3'X5'X3' FRONTIERSTA 12+21.13, 18.20' LT10+00 11+00 12+00EL 500 +/-PROP ATMOS GASSTA 10+29.49FL 503 +/-EXIST CITY OF COPPELL WATERSTA 11+64 +/-FL 499 +/-EXIST CITY OF COPPELL WWSTA 12+09 +/-EL 500 +/-PROP ATMOS GASSTA 12+15.69SWEEPING BEND 45° LONG RADIUS STA 10+21.00 SWEEPING BEND 45° LONG RADIUS STA 10+38.66 SWEEPING BEND 45° LONG RADIUS STA 10+50.92 SEE DWG No. UC6-1104 FOR LATERAL FOC9-4 PROFILE P ROP ROWSWEEPING BEND 90° LONG RADIUS STA 12+02.79 LATERAL FOC9-4 PROFILESEE DWG No. UC6-1104 FORCONNECT PROP LATERAL FOC9-4STA 11+98.80PLACE 32 LF2'FIBER CONDUIT 1-4" CITY OF COPPELL TO BE REMOVED BY FRONTIER EXIST FRONTIER PEDESTAL STA 12+25.29, 6.46' LT CONNECT TO PROP FIBERLIGHT RISERCONNECT TO PROP FRONTIER COPPER RISERCONNECT TO PROP SPECTRUM RISERPROP ONCOR WOOD POLESTA 12+26.14FIBER CONDUIT 1-4" CITY OF COPPELL END CONFLICTS T2-5C, OHFOC4-1A & FOC6-1A END TRENCH SW1-9 CONNECT TO EXIST FIBERLIGHT OVERHEAD CONNECT TO EXIST SPECTRUM OVERHEAD CONNECT TO PROP FRONTIER COPPER RISER CONNECT TO PROP SPECTRUM RISER PROP ONCOR WOOD POLE STA 12+26.14 6 1-4" CITY OF COPPELL FIBER CONDUIT 2-4" FRONTIER CONDUITS 7 2-4" FRONTIER CONDUITS FIBER CONDUIT 1-4" CITY OF COPPELL 5 7 6 4 SWEEPING BEND 45° LONG RADIUS STA 12+20.82, 11.83' LT SWEEPING BEND 45° LONG RADIUS STA 12+09.29, 0.30' LT 8 8 BEGIN TRENCH SW1-4 END TRENCH SW1-4A CONNECT TO PROP CITY OF COPPELL STA 10+38.47 1-4" CITY OF COPPELL FIBER CONDUIT 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 2-4" FRONTIER CONDUITS 1-4" CITY OF COPPELL FIBER CONDUIT 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 2-4" FRONTIER CONDUITS 16" STEEL CASING PIPE WITH 1-4" CITY OF COPPELL FIBER CONDUIT 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 2-4" FRONTIER CONDUITS 1-4" CITY OF COPPELL FIBER CONDUIT 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 2-4" FRONTIER CONDUITS BEGIN CONFLICT FOC9-4 BEGIN TRENCH SW1-4A END TRENCH SW1-3 (FIELD LOCATE) STRIP BACK AS NECESSARY OF COPPELL FIBER CONNECT TO EXIST CITY OVERLAY HANDHOLE CITY OF COPPELL FIBER INSTALL PROP 3'X5'X3' STA 10+19.57, 11.48' RT EL 498 +/- VPI STA 10+12 +/- EL 498 +/- VPI STA 10+34 +/- PROP RAIL EL 503 +/-EXIST FRONTIER FIBERSTA 12+21 +/-EXIST FRONTIER EL 498 +/- VPI STA 12+26 +/- EL 498 +/- VPI STA 12+11 +/- END CONFLICT FOC9-4 END TRENCH SW1-5 (FIELD LOCATE) STRIP BACK AS NECESSARY CONNECT TO EXIST CITY OF COPPELL FIBER COPPELL FIBER OVERLAY HANDHOLE INSTALL PROP 3'X5'X3' CITY OF À PROP LATERAL FOC9-4 STA 1+35.33 EXIST CITY OF COPPELL 5 4 1-4" FIBERLIGHT CONDUIT 1-4" SPECTRUM CONDUIT 1-4" FRONTIER CONDUIT BEGIN CONFLICTS FOC5-1 AND T2-5C BEGIN TRENCH SW1-3 (FIELD LOCATE) STRIP BACK AS NECESSARY CONNECT TO EXIST FRONTIER FIBER AND COPPER FRONTIER OVERLAY HANDHOLE INSTALL PROP 3'X5'X3' STA 10+00.00 BEGIN TRENCH SW1-9 END TRENCH SW1-10 CONNECT TO PROP FRONTIER STA 12+07.76 1-4" FRONTIER CONDUIT BEGIN TRENCH SW1-10 BEGIN TRENCH SW1-5 END TRENCH SW1-6 CONNECT TO PROP LATERAL FOC9-4 À PROP FOC9-4 STA 1+00.00 AND FOC9-4 = À PROP T2-5C, FOC5-1, STA 11+98.80 FIBER AND COPPERCONNECT TO EXIST FRONTIEROVERLAY HANDHOLEPROP 3'X5'X3' FRONTIERSTA 10+00.00FOC5-1, AND FOC9-4 PROP OHFOC4-1A, FOC6-1A, T2-5C, CONFLICTS FOC9-4,FOC5-1,T2-5C,FOC6-1A OHFOC4-1A, AND OE1/OHFOC4/OHT4-1 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1104A.0202:36:03 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 WMCO PBX PBX W PBX PBX W WW-1 PBXPBX W GM 1198+00 1200+00 1198+00 1200+00 395.71 ' 0+00 0+00 1+00 1+00 S CO M SMHWM WM TP GM TPWMCO TP CO SMH FH WV WV S WV WVWV WVWVWVWM WV WMWMWV WV WV PPPP PP PP PP PP PP PPPP PP PP PP PP PP PP SAHCWW 1+00 2+00 2+003+001+002+00 1+00 10+00 11+00 12+00 0 R. HODO SEI J. OROZCOUC6-1104AD. JOHNSON SEGMENT CB-1 UC6-1104ADAR T R R SOUTHWESTERN BLVD SOUTHWESTERN BLVD À CB-1 SB À CB-1 NB PLAN VIEW À SOUTHWESTERN BLVD EXIST ROW P R OP ROWEXIST ROW PROP ROWP R OP R OW CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: SCALE (IN FEET) 0 10 20 40 1'=20" 2 EXIST EASEMENTIN AREA. WATER LINE CAUTION !!! LINE IN AREA. OVERHEAD ELECTRIC CAUTION !!! LINE IN AREA. UNDEGROUND ELECTRIC CAUTION !!! IN AREA. TELECOM LINE CAUTION !!! IN AREA. FIBER LINE CAUTION !!! IN AREA. ATMOS GAS LINE CAUTION !!! IN AREA. WASTEWATER LINE CAUTION !!! EXIST CONFLICT OE1-30 EXIST OE1-30 018A SEE DWG No. UC6-1104B FOR PROFILE ABANDONED BY FRONTIER REMOVE EXSIT 35-5 WOOD POLE (SEE PACKAGE 10 FOR DETAILS) #2152466-7982 REMOVE EXIST 35-5 ONCOR WOOD POLE (SEE PACKAGE 10 FOR DETAILS) POLE #2152466-7774 REMOVE EXIST 35-5 ONCOR SERVICE (SEE PACKAGE 10 FOR DETAILS) TO REMAIN IN PLACE WITH 2 EXIST ONCOR DOWN GUYS AND ANCHORS WITH EXIST ONCOR TRANSFORMER EXIST 45-3 ONCOR WOOD POLE #2152466-6778 (SEE DWG No. UC6-1103 FOR PLAN AND PROFILE) FRONTIER COMMUNICATIONS UNDERGROUNDS PROPOSED CITY OF COPPELL AND (SEE DWG No. UC6-1104 FOR PLAN & PROFILE) EXIST CONFLICTS OHFOC4-1A & FOC6-1A 1 1 IN AREA. TELECOM LINE CAUTION !!! 2 EXIST ROWOVERHEAD INSTALLATION) (SEE PACKAGE 10 FOR 3 PHASE ONCOR TRANSFER EXIST FRONTIER OVERHEAD INSTALL PROP SPECTRUM OVERHEAD INSTALL PROP FIBERLIGHT OVERHEAD (SEE PACKAGE 10 FOR DETAILS) PROP OE1-5A CONFLICTS OHFOC4-1A, FOC6-1A, T2-5C AND OE1/OHFOC4/OHT4-1 AND FOC6-1A EXIST CONFLICT OE1/OHFOC4/OHT4-1 PROP OE1/OHFOC4/OHT4-1 AND FOC6-1A END CONFLICT FOC6-1A END CONFLICT OE1/OHFOC4/OHFOC5-1 TRANSFER EXIST FRONTIER OVERHEAD CONNECT EXIST FIBERLIGHT OVERHEAD CONNECT EXIST SPECTRUM OVERHEAD EXIST 45-3 ONCOR WOOD POLE #3918521-3659338 (SEE PACKAGE 10 FOR ONCOR) À CB-1 NB STA 1199+90.31, 128.52' LT À PROP OE1/OHFOC4/OHT4-1 AND FOC6-1A = STA 4+97.72 EXIST ROW E 2428515.8367 N 7032255.3930 BEGIN CONFLICT OE1/OHFOC4/OHFOC5-1 TRANSFER EXIST FRONTIER OVERHEAD INSTALL PROP FIBERLIGHT OVERHEAD INSTALL PROP SPECTRUM OVERHEAD INSTALL 2 PROP ONCOR DOWN GUYS AND ANCHORS INSTALL PROP SPECTRUM DOWN GUY AND ANCHOR INSTALL PROP FIBERLIGHT DOWN GUY AND ANCHOR INSTALL PROP FRONTIER DOWN GUY AND ANCHOR INSTALL PROP SPECTRUM FIBER RISER INSTALL PROP FIBERLIGHT FIBER RISER INSTALL PROP FRONTIER COPPER RISER (SEE PACKAGE 10 FOR ONCOR) WITH 2-3 PIN CROSSARMS PROP 65-1 ONCOR WOOD POLE À CB-1 NB STA 1199+25.30, 66.01' LT À PROP T2-5C, FOC5-1 & FOC9-4 = STA 12+26.14 À PROP OE1/OHFOC4/OHT4-1 & FOC6-1A = STA 4+07.53 (SEE PACKAGE 10 FOR ONCOR) REMOVE EXIST FRONTIER COPPER RISER REMOVE 2 EXIST ONCOR DOWN GUYS AND ANCHORS REMOVE 1 EXIST SPECTRUM DOWN GUY AND ANCHOR WITH 2-3 PIN CROSSARMS POLE #3918423-3659360 REMOVE EXIST 45-3 ONCOR WOOD À CB-1 NB STA 1199+20.33, 61.77' LT À PROP T2-5C, FOC5-1 & FOC9-4 = STA 12+25.29 À PROP OE1/OHFOC4/OHT4-1 & FOC6-1A = STA 4+02.86. 1.23' RT (SEE DWG No. UC6-1104 FOR PLAN & PROFILE) ABANDONED BY FRONTIER TO BE REMOVED EXIST 35-5 WOOD POLE (SEE DWG No. UC6-1104 FOR PLAN AND PROFILE) PROP 35-5 FIBERLIGHT WOOD POLE 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1104B.0202:36:09 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 0 R. HODO SEI J. OROZCOUC6-1004BAS NOTED D. JOHNSON SEGMENT CB-1 UC6-1004B VERT SCALE (IN FEET) SCALE (IN FEET) HORIZ 0 0 5 201015 20 4010 520 510 500 490 530 540 550 4+00 520 510 500 490 530 540 550 5+00 9' FOUNDATION CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: BLACK EXISTING GREEN REMOVAL ORANGE PROP TELECOM RED PROP ONCOR LEGEND FOR COLOR : SOUTHWESTERN BLVD PROFILE (TYP) FIBERLIGHT OVERHEAD REMOVE SPECTRUM AND OVERHEADEXIST SPECTRUM EXIST FIBERLIGHT OVERHEAD EXIST 3 PHASE ONCOR OVERHEAD TYP12"TYP78"TYP42"OVERHEAD (TYP) PROP FIBERLIGHT OVERHEAD (TYP) PROP SPECTRUM OVERHEAD (TYP) EXIST FRONTIER 73' 018B SEE DWG No. UC6-1104A FOR PLAN VIEW (SEE PACKAGE 10 FOR DETAILS) DOWN GUYS AND ANCHORS INSTALL 2 PROP ONCOR DOWN GUY AND ANCHOR INSTALL FIBERLIGHT DOWN GUY AND ANCHOR INSTALL PROP FRONTIER DOWN GUY AND ANCHOR INSTALL PROP SPECTRUM (SEE PACKAGE 10 FOR DETAILS) DOWN GUYS AND ANCHORS REMOVE 2 EXIST ONCOR DOWN GUY AND ANCHOR REMOVE 1 SPECTRUM (SEE PACKAGE 10) OVERHEAD (TYP) PROP 3 PHASE ONCOR (SEE PACKAGE 10) NEUTRAL (TYP) PROP ONCOR (SEE PACKAGE 10) OVERHEAD (TYP) REMOVE EXIST 3 PHASE ONCOR (SEE PACKAGE 10) NEUTRAL (TYP) REMOVE EXIST ONCOR (SEE PACKAGE 10) NEUTRAL (TYP) EXIST ONCOR EXIST GRADE20'AND FOC6-1A PROP OE1/OHFOC4/OHT4-1 SOUTHWESTERN BLVD AND OE1/OHFOC4/OHT4-1 CONFLICTS OHFOC4-1A, FOC6-1A, T2-5C E 2428515.8367 N 7032255.3930 BEGIN CONFLICT OE1/OHFOC4/OHFOC5-1 TRANSFER EXIST FRONTIER OVERHEAD INSTALL PROP FIBERLIGHT OVERHEAD INSTALL PROP SPECTRUM OVERHEAD INSTALL 2 PROP ONCOR DOWN GUYS AND ANCHORS INSTALL PROP SPECTRUM DOWN GUY AND ANCHOR INSTALL PROP FIBERLIGHT DOWN GUY AND ANCHOR INSTALL PROP FRONTIER DOWN GUY AND ANCHOR INSTALL PROP SPECTRUM FIBER RISER INSTALL PROP FIBERLIGHT FIBER RISER INSTALL PROP FRONTIER COPPER RISER (SEE PACKAGE 10 FOR ONCOR) WITH 2-3 PIN CROSSARMS PROP 65-1 ONCOR WOOD POLE À CB-1 NB STA 1199+25.30, 66.01' LT À PROP T2-5C, FOC5-1 & FOC9-4 = STA 12+26.14 À PROP OE1/OHFOC4/OHT4-1 & FOC6-1A = STA 4+07.53 END CONFLICT FOC6-1A END CONFLICT OE1/OHFOC4/OHFOC5-1 TRANSFER EXIST FRONTIER OVERHEAD CONNECT EXIST FIBERLIGHT OVERHEAD CONNECT EXIST SPECTRUM OVERHEAD EXIST 45-3 ONCOR WOOD POLE #3918521-3659338 (SEE PACKAGE 10 FOR ONCOR) À CB-1 NB STA 1199+90.31, 128.52' LT À PROP OE1/OHFOC4/OHT4-1 AND FOC6-1A = STA 4+97.72 (SEE PACKAGE 10 FOR ONCOR) REMOVE EXIST FRONTIER COPPER RISER REMOVE 2 EXIST ONCOR DOWN GUYS AND ANCHORS REMOVE 1 EXIST SPECTRUM DOWN GUY AND ANCHOR WITH 2-3 PIN CROSSARMS POLE #3918423-3659360 REMOVE EXIST 45-3 ONCOR WOOD À CB-1 NB STA 1199+20.33, 61.77' LT À PROP T2-5C, FOC5-1 & FOC9-4 = STA 12+25.29 À PROP OE1/OHFOC4/OHT4-1 & FOC6-1A = STA 4+02.86. 1.23' RT 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1105.0402:36:14 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020FH1286+00 1288+00 1290+00 1292+00 1286+00 1288+00 1290+00 1292+00 + + 1294+00 1294+00 1400'400.00 'POT 24+00.000+001+00W VW VTPTTPSTPW MW VW M TPSTPLPTPTPTPLPTPPPPPPPPPTPW MTPW VTPPPPPPPPPPPPPPPPPPPPPLPPPLPLPPPW VPPPPPPPPPPSSSPPPPTPWVSTPLPTPAHCW SIG W 1286+00 1287+00 1288+00 1289+00 1290+00 1291+00 1292+00 1293+00 1294+00 1295+00 1+002+003+004+008+00 5+00 0 R. HODO SEI J. OROZCOUC6-1105019 D. JOHNSON SEGMENT CB-1 UC6-1105 1'=40" SEE DWG No. UC6-1106MATCH LINE CB-1 SB STA 1295+00 CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: SCALE (IN FEET) 0 20 40 80 E. BELT LINE RD EXIST ROW EXIST ROW EXIST ROWEXIST ROWÀ CB-1 SB À CB-1 NBDART RRMOORE ROADREMOVE EXIST FRONTIER POLE ABADON EXIST FRONTIER REMOVE EXIST FRONTIER POLE PROP ROW REMOVE EXIST FRONTIER OVERHEAD FRONTIER UG & OH REMOVAL REMOVE EXIST FRONTIER POLE EXIST CONFLICT OHT4-17 CONFLICT OHT4-17 TWO POLES NORTH OF THIS PROP POLE BEGIN REMOVAL OF FRONTIER REMOVAL PLAN 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1106.0402:36:25 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 + + + + 1296+00 1298+00 1300+00 1302+00 1304+001304+001300+00 1302+001298+00 1296+00 LP LP MH LP WV S S WM WM PP PP 1296+00 1297+00 1298+00 1299+00 1300+00 1301+00 1302+00 1303+00 13 04+ 0 0 1305+00 0 R. HODO SEI J. OROZCOUC6-1106020 D. JOHNSON SEGMENT CB-1 UC6-1106 1'=40" SEE DWG No. UC6-1107MATCH LINE CB-1 SB STA 1305+00 CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: SCALE (IN FEET) 0 20 40 80 E. BELT LINE RD EXIST ROW EXIST ROW À CB-1 SB À CB-1 NB DART RR PROP ROW FRONTIER UG & OH REMOVALMATCH LINE CB-1 SB STA 1295+00SEE DWG No. UC6-1105REMOVE EXIST FRONTIER POLES REMOVE EXIST FRONTIER OVERHEAD CONFLICT OHT4-17 EXIST CONFLICT OHT4-17 PROP ROW REMOVAL PLAN 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1107.0402:36:34 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 W 1312+00 1314+00 1312+00 1314+00 1306+00 1308+00 1310+00 1306+00 1308+00 1310+00 LP LP LP LP MH MH MH MH MH MH PP 1306+00 1307+00 1308+00 1309+00 1310+00 1311+00 1312+00 1313+00 1314+00 1315+00 0 R. HODO SEI J. OROZCOUC6-1107021 D. JOHNSON SEGMENT CB-1 UC6-1107 1'=40" SEE DWG No. UC6-1108MATCH LINE CB-1 SB STA 1315+00 CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: SCALE (IN FEET) 0 20 40 80 E. BELT LINE RD EXIST ROW EXIST ROW EXIST ROW À CB-1 SB À CB-1 NB DART RR REMOVE EXIST FRONTIER OVERHEAD FRONTIER UG & OH REMOVALMATCH LINE CB-1 SB STA 1305+00SEE DWG No. UC6-1106EXIST ROW REMOVE EXIST FRONTIER POLE REMOVE EXIST FRONTIER POLE EXIST ROW PROP ROW CONFLICT OHT4-17 EXIST CONFLICT OHT4-17 REMOVAL PLAN 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1108.0402:36:44 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 SD W WW 1316+00 1318+00 1320+00 1322+00 1324+00 1316+00 1318+00 1320+00 1322+00 1324+00300 '0+00LP LP LP LP LP MH MH FH TP TP TP WM TP SS TP SMHTP TP WMWMLP WV WV WV PPPPPP PP PP PP PP PP PP PP PP PP CO WV LPSMH TP WM SMH WMWMLPLP LP LP WMWM LP TP WMWM TP WV T TP S S S S AHCW W 1316+00 1317+00 1318+00 1319+00 1320+00 1321+00 1322+00 1323+00 1324+00 1325+00 1+00 0 R. HODO SEI J. OROZCOUC6-1108022 D. JOHNSON SEGMENT CB-1 UC6-1108 1'=40" SEE DWG No. UC6-1109MATCH LINE CB-1 SB STA 1325+00 CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: SCALE (IN FEET) 0 20 40 80 E. BELT LINE RD EXIST ROW EXIST ROW EXIST ROW À CB-1 SB À CB-1 NB DART RR REMOVE EXIST FRONTIER OVERHEAD FRONTIER UG & OH REMOVALMATCH LINE CB-1 SB STA 1315+00SEE DWG No. UC6-1107REMOVE EXIST FRONTIER POLE EXIST ROW REMOVE EXIST FRONTIER POLEMOCKINGBIRD LNCRESTVIEW DR BY FRONTIER REPORTED AS ABANDONED EXIST ROW ABANDON EXIST FRONTIER CONFLICTS OHT4-17 AND T2-52 EXIST CONFLICT OHT4-17 EXIST CONFLICT T4-52 REMOVAL PLAN 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1109.0402:36:53 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 W W WW 1326+00 1328+00 1330+00 1332+00 1334+00 1326+00 1328+00 1330+00 1332+00 1334+00 LP LP LP MH MH MH MH MH MH MH MH MH S S S S S S S T 1326+00 1327+00 1328+00 1329+00 1330+00 1331+00 1332+00 1333+00 1334+00 0 R. HODO SEI J. OROZCOUC6-1109023 D. JOHNSON SEGMENT CB-1 UC6-1109 1'=40" SEE DWG No. UC6-1110MATCH LINE CB-1 SB STA 1335+00 CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: SCALE (IN FEET) 0 20 40 80 E. BELT LINE RD EXIST ROW EXIST ROW À CB-1 SB À CB-1 NB DART RR FRONTIER UG & OH REMOVALMATCH LINE CB-1 SB STA 1325+00SEE DWG No. UC6-1108EXIST ROW CRESTVIEW DR EXIST ROW EXIST ROW ABANDON EXIST FRONTIER EXIST ROW CONFLICT T4-52 EXIST CONFLICT T4-52 REMOVAL PLAN 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1110.0402:37:03 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 W W W PBX 1336+00 1338+00 1340+00 1342+00 1344+00 1336+00 1338+00 1340+00 1342+00 1344+00 LPLPLP LP LP LP LP LP MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH WV WV WV S PP PP PP S 0 R. HODO SEI J. OROZCOUC6-1110024 D. JOHNSON SEGMENT CB-1 UC6-1110 1'=40" SEE DWG No. UC6-1111MATCH LINE CB-1 SB STA 1345+00 CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: SCALE (IN FEET) 0 20 40 80 E. BELT LINE RD EXIST ROW À CB-1 SB À CB-1 NB DART RR FRONTIER UG & OH REMOVALMATCH LINE CB-1 SB STA 1335+00SEE DWG No. UC6-1109CRESTVIEW DR EXIST ROW EXIST ROWEXIST ROW EXIST PROPERTY LINE EXIST PROPERTY LINEEXIST PROPERTY LINEABANDON EXIST FRONTIER EXIST CONFLICT T4-52 CONFLICT T4-52 REMOVAL PLAN 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC6-1111.0402:37:13 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 SD SD W W W W W W W W PBX PBX 1346+00 1348+00 1350+00 1346+00 1348+00 1350+00Due South337.25 ' LP LP LPLPLP LP LP LP MH MHMH MH MH MH MH S TP SMH TP WMWMWMWV WMWM SMH TP SMHLP FHWV WVWVWMWM WM SMH LP WM T TP LP SMH SMH TP TP WMWM TP SMH SMH TP T TP S LP TP LP T TPS GM TP GM WV SMH TP SSMH TP WV SMH TP S WVWV FHTPTPTPTP SMH LPLP TP TP TP S TP PP PP PP PP PP PP PP S AHCW SIG W 0 R. HODO SEI J. OROZCOUC6-1111025 D. JOHNSON SEGMENT CB-1 UC6-1111 1'=40" CONSTRUCTION DETAILS. 2. SEE CITY OF COPPELL STANDARD 1. SEE TITLE SHEET FOR SURVEY CONTROL. NOTES: SCALE (IN FEET) 0 20 40 80 E. BELT LINE RD À CB-1 SB À CB-1 NB DART RR FRONTIER UG & OH REMOVALMATCH LINE CB-1 SB STA 1345+00SEE DWG No. UC6-1110CRESTVIEW DR EXIST ROW EXIST ROW EXIST PROPERTY LINE S. MACARTHUR BLVDEXIST ROWEXIST ROWEXIST ROWEXIST ROWEXIST ROW ABANDON EXIST FRONTIER CONFLICT T4-52 EXIST CONFLICT T4-52 EXIST CONFLICT T4-52 PROTECT IN PLACE REMOVAL PLAN TO REMAIN EXIST FRONTIER DUCTBANK 02/01/2021 c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-UC7-1101.0012:37:22 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020100384 JOSE A. OROZCO ALON GIEN OFP R SI E S FETOTSTA ERNEXES A ESN DIL EC 9/11/2020 2"24" PROPOSED CASING 2' MIN. CLEARANCE PROPOSED/EXIST ROW OTHER EXIST OR PROPOSED UTILITY CONDUIT ADAPTER. 2. FOR CONDUIT PLACE U-GUARD BELOW SURFACE TO 1. EXTEND U-GUARD MIN. 6" BELOW GROUND LEVEL. NOTES: (FOR ILLUSTRATION ONLY) PROP/EXIST GRADE U-GUARD 4" GALV STEEL GROUND LEVEL CONDUIT GUY WIRE ALIGNMENT À OF PROPOSED CONFLICT À PROPOSED STRUCTURE POLE TOP VIEW 1 TYPICAL BORE SECTION FOR COMMUNICATION FACILITIES SCALE:NTS - CONFLICT ALIGNMENT. TO PROPOSED HANDHOLE OR MANHOLE FROM À OF PROPOSED 2" TALL MH NUMBERS TO LID. SEE PLANS FOR STATION AND OFFSET WELD 2" TALL MH NUMBERS TO LID OR ATTACH PLATE WITH 2TYPICAL ARRANGEMENT FOR HANDHOLES OR MANHOLES SCALE:NTS - 4TYPICAL POLE ARRANGEMENT FOR AERIAL TO BURIED SCALE:NTS - 0 MISCELLANEOUS DETAILS R. HODO SEI J. OROZCOUC7-1101026 D. JOHNSON SEGMENT CB-1 UC7-1101 TYPICAL TOP OF RAIL 66" BELOW BASE OF RAIL COVER REQUIREMENTS: MIN. 48" DEPTH OF COVER FOR FIBER, COPPER, AND CABLE TV NOT TO SCALE 02/01/2021 0 027 US9-1101US9-1101SEI R.HODO J.OROZCO D.JOHNSON STANDARD DETAILS SEGMENT CB-1 NOT TO SCALE COPPELL HANDHOLES. SPECTRUM, FIBERLIGHT, AND CITY OF 1. HANDHOLE DETAIL IS FOR FRONTIER, NOTES: c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-US9-1101.0012:37:26 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020FOR REFERENCE ONLY 02/01/2021 0 028 US9-1102US9-1102SEI R.HODO J.OROZCO D.JOHNSON STANDARD DETAILS SEGMENT CB-1 NOT TO SCALE c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 11 - Southwestern UG\CB01SW2-US9-1102.0012:37:34 PMaludwig9/11/2020 C-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 REQUIREMENTS. ITS OBLIGATION TO COMPLY WITH ALL CONTRACT RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF DART DESIGN REVIEW MANAGER DATE RELEASED FOR CONSTRUCTION9/11/2020FOR REFERENCE ONLY 02/01/2021