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Cotton Belt-PN220627A 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. 10/20/2021Scott Latta X PLEASE NOTE, LANE CLOSURES ARE PERMITTED FROM 9:30 AM TO 3:30 PM ONLY 3/04/2022 SWL06/27/2022 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 Lane Closure Request Form For City permit reasons, please turn in request 3 weeks prior to implementation (TxDOT ROW approval may take 4 to 7 weeks) Date of request 06/14/2022 Contact Person / Phone number Garrett Cole 817-575-7063 City where work will be performed City of Coppell Location and cross street Freeport Parkway and Burns Street Lanes to be closed (right, left, full) NB and SB Right Lane Closures Implementation Date(s) and Times (Start / End) 06/16/2022 – 7/15/2022 8am – 5pm Scope of Work Locating utilities and boring telecom ductbank within DART ROW Additional Information Please attach a Google Earth photo with your work limits Return completed request form to Eric Christman (MOT Manager) echristman@walshgroup.com (817) 939-8878 Type 1 Type 2 Type 3 ADA Phase 1 Sheet 1 Hamilton Duffy, PC Consulting Tex Reg F-5260 85ft Buffer120ft 245ft Taper 320ft Taper 170ft Buffer240ft 400ft 415ft Buffer 720ft Taper 780ft Taper Arrow Board MB Part A 50ft Work Zone 100ft Work Zone 150ft Work Zone 200ft Work Zone 250ft Work Zone 300ft Work Zone 350ft Work Zone 400ft Work Zone 450ft Work Zone 500ft Work Zone 1000ft Work Zone 1500ft Work Zone RIGHT LANE MUST EXIT R3-33R LEFT LANE MUST EXIT R3-33L ONLYONLY STOP HERE ON RED ONLYONLYONLYONLYONLYONLY ONLY Navigator ONLYONLY ONLY ONLYONLYONLYONLY ONLYONLY Navigator Type 3 Barricade Navigator Type 3 Barricade Type 1 Barricade Navigators Type 3 Barricade 2-Way Traffic Vertical Panel Type 3 Barricade Barrels Type 3 Barricade Barrels Type 3 Barricade 2-Way Traffic Vertical Panel Barrels Type 3 Barricade Type 1 Barricade Navigator Type 3 Barricade Type 2 Barricade Type 1 Barricade Barrels Type 3 Barricade Type 2 Barricade Type 1 Barricade Navigator Type 3 Barricade Type 2 Barricade Barrels Type 3 Barricade Type 2 Barricade ONLY ROAD CLOSED TO THRU TRAFFIC TYPE III R11-2 ROAD CLOSED ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED TYPE III R11-2 / CW1-7 ROAD CLOSED DETOUR TYPE III R11-2 / M4-10R ROAD CLOSED DETOUR TYPE III R11-2 / M4-10L DETOUR TYPE III R11-4 / M4-10R ROAD CLOSED TO THRU TRAFFIC DETOUR TYPE III R11-4 / M4-10L ROAD CLOSED TO THRU TRAFFIC RAMP CLOSED ROAD CLOSED SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE 100ft Taper 100ft Buffer 90ft Shifting Taper 100ft 1000ft 1600ft 85ft SIDEWALK CLOSED 600ft Taper 280ft Buffer 180ft Taper 540ft Taper 660ft Taper 160ft 320ft 120ft Buffer 220ft Buffer 335ft Buffer 500ft 700ft485ft Buffer 900ft 600ft 800ft 585ft Buffer 840ft Taper 900ft Taper 720ft Buffer N EW S xxft Shoulder Taper 30 180 85 120 Speed Taper Buffer Sign Spacing 35 40 45 50 245 320 540 600 120 170 220 280 160 240 320 400 55 660 335 500 60 720 415 600 65 780 485 700 70 840 585 800 75 900 720 900 Devices spaced on 35ft centers Posted speed limit 45MPH Devices spaced on 25ft centers Posted speed limit 35MPH Devices spaced on 30ft centers Posted speed limit 40MP H Devices spaced on 40ft centers Posted speed limit 50MPH Devices spaced on 20ft centers Posted speed limit 30MPH Devices spaced on 45ft centers Posted speed limit 55MPH Devices spaced on 50ft centers Posted speed limit 60MPH Devices spaced on 55ft centers Posted speed limit 65MPH Devices spaced on 60ft centers Posted speed limit 70MPH Devices spaced on 65ft centers Posted speed limit 75MPH Devices spaced on 70ft centers Posted speed limit 80MPH KEEP RIGHT RIGHT LANE MUST TURN RIGHT R3-7R NOTE: Changes requested by Contractor may not conform to TXDOT/MUTCD standards. Buyers Barricades shall not be held responsible for results of deviation from standardized traffic/safety control. LEFT LANE MUST TURN LEFT R3-7L SIDEWALK CLOSED USE OTHER SIDE 1000ft 1/2 MILE 1 MILE NOTE: Plan design based on engineered stamped plans provided by Contractor may not conform to TXDOT/MUTCD standards. Buyers Barricades shall not be held responsible for results of deviation from standardized traffic/safety control. Type 2 Barricade Navigators Type 3 Barricade Water Barrier Type 1 Barricade Barrels Type 3 Barricade Water Barrier Navigators Type 3 Barricade Flagger w/Cones Barrels Type 3 Barricade Flagger w/Cones NOTE: Plan requested by Contractor may not conform to TXDOT/MUTCD standards. Buyers Barricades shall not be held responsible for results of deviation from standardized traffic/safety control. ALLEY CLOSED TO THRU TRAFFIC TYPE III R11-2 ALLEY CLOSED Chris Schreiner Marie Rhom Keith Hamilton Tony Troxclair Mike Moreno Daniel Barron Matt Sauer Jeremiah Keys ROAD CLOSED TO THRU TRAFFIC Cole Benton SIDEWALK CLOSED USE OTHER SIDE TO BE PLACED AT DO NOT PASS DO NOT DRIVE ON SHOULDER Michael Cooper Devan Diviney Barrels SIDEWALK CLOSED Special RulesPlano-Double-up Signs-Add General NotesDallas-Intersections Count As Buffer-No “End Road Work”Fort Worth-Arrow Board 40MPH+Richardson -Sign Sequence (RWA, LCA, LEML/R)MatchlineStreet NameALL TRAFFIC MUST EXIT 2600ft PRELIMINARY FOR REVIEW ONLY PE NO. DATE KEITH M. HAMILTON 87384 XX/XX/2021 Christian Lopez xx YOUR SPEED XX Radar Trailer MB SZ Q-Lynx 2L Rule-On freeways, FIRST buffer length shall be 2x the length of the Taper for double lane closures. “Diamond” rule for Crossovers -On the diamonds made to push traffic back over from a 2-way application, the spacing is to be a 1/2L taper length1/2L MatchlineSIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED Rumble Strips Crash Truck/TMA Water Barrier Concrete Barrier *** *** ROADWORKAHEADCW20-1DCW20-5RRIGHTLANECLOSED CW20-5DLLEFTLANECLOSEDAHEAD RIGHTLANECLOSEDAHEADCW20-5DRTURNLANECLOSEDCW20-5TCENTERLANECLOSEDCW20-5CROADCLOSEDAHEADCW20-3DDETOURAHEADCW20-2DONE LANEROADAHEADCW20-4DBEPREPAREDTOSTOPCW3-4CW20-7LANE ENDSMERGERIGHTCW9-2TRLANE ENDSMERGELEFTCW9-2TL2RIGHT LANESCLOSEDCW20-5aTRSHOULDERWORKCW21-5ROADNARROWSCW5-1TRUCKSENTERINGROADWAYCW27-1TCW3-2CW4-3RCW4-3LCW21-1aT CW1-4LCW1-4RCW6-3CW12-1CW12-1CW12-1ENDROAD WORKG20-2ENDROAD WORKG20-2CW20-5LLEFTLANECLOSEDTOONCOMINGTRAFFICR1-2YIELDR1-2 APSTOPR1-1R5-1YIELDR1-2WRONGWAYR5-1a G20-1bR NEXT MILESXXROAD WORK ONE WAYR6-1L ONE WAYR6-1RCW1-7DETOURM4-10L DETOURM4-10RNAMEADDRESSCITYSTATECONTRACTORG20-6TBEGINROAD WORKNEXT X MILESG20-T ROADCLOSEDR11-2R11-3ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYROAD CLOSEDTOTHRU TRAFFICR11-4****LOOSEGRAVELCW8-7FRESHOILCW21-2TURNLANECLOSEDAHEADCW20-5DTCENTERLANECLOSEDAHEADCW20-5DCCW28-1TPOWER LINESCW23-2NEWTRAFFICPATTERNAHEADUTILITYWORKAHEADCW21-7DWORK ZONExxWHEN WORKERS ARE PRESENT WORK ZONETRAFFIC FINES DOUBLE TALK OR TEXT LATERSTAY ALERTG20-10T M4-9SM4-9L M4-9RR3-2R3-1 PR8-3R5-2R3-4G20-1bL NEXT MILESXXROAD WORK INTERSTATETEXAS**ONE WAYR6-1RONE WAYR6-1LONE WAYR6-1RONE WAYR6-1LONE WAYR6-1RONE WAYR6-1LONE WAYR6-1RONE WAYR6-1LCONSTRUCTIONENTRANCE**M4-9RM4-9L RAMPCLOSEDAHEADCW20-3DSLOW ALLEYCLOSEDAHEAD2RIGHT LANESCLOSED1/2 MILECW20-5aTR2LEFT LANESCLOSEDCW20-5aTLSPECIALEVENTAHEADTHRUTRAFFICMERGELEFTTHRUTRAFFICMERGERIGHT RUMBLESTRIPS ENDWORK ZONEG20-2ENDWORK ZONEG20-2CW3-3CW3-1FRWYCLOSEDAHEADCW20FY-3D CW1-4L CW1-4RTORAMPR1-2YIELD NEXT MILESXXROAD WORK NEXT MILESXX Eric Putnam Connor Siemers CROSSWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE CROSSWALK CLOSED CROSSWALK CLOSED USE OTHER SIDENEWS CITY: CONTRACTOR: JOB NAME: Silverline Coppell Freeport Pkwy & Southwestern Blvd Team Fishel Right Lane Closure NOTESSALESMAN EXECUTIVE TCP DESIGNER LEGEND SCOPE OF WORK: LOCATION: CONTACT NUMBER: CONTACT: DATE: 940-231-9211 06/13/2022 Robert Stonecipher Markus Lucas THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS NOT INTENDED TO RELIEVE THE CONTRACTOR FROM THE REQUIREMENTS SET FORTH BY RELATED CONTRACT DOCUMENTS, THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) OR THE OVERALL RESPONSIBILITY TO TRAFFIC CONTROL SAFETY. All Traffic Control Plans (TCPs) are the property of Buyers Barricades, Inc. and are included with Buyers Barricades rental agreements. Traffic Control Plans issued without a rental agreement will be charged to the customer. Carrollton -”1 Block Rule” -First Buffer length shall be 2x the length of the Taper for double lane closures. Carrollton -ADA Pedestrian Barricades for sidewalk closures San Antonio/Austin/Surrounding Areas -TMAs on all TxDOT plans - Barrels for sidewalk closures -Double up signs on TxDot plans General Notes:1.Contractor shall be responsible to maintain traffic control as set forth in the Texas Manual onUniform Traffic Control Devices (TXMUTCD) for Streets and Highways.2.Lanes may be closed to traffic during 9 AM-4 PM only.3.Accessible pedestrian routes shall be maintained at all times.4.Contractor shall contact the City of Plano Project Manager or the Traffic Management Centerat least one week prior to lane closing if left turns from opposite directions cannot go togetheranytime due to road or utility work at a signalized intersection.5.Contactor shall coordinate with owner or related entity regarding lane closures on any privatestreet. Contractor shall follow the TXMUTCD guidelines.6.Applicant shall coordinate with school regarding any lane closure near or within school zone.7.Contractor shall notify home owners with alley access one week prior to alley closing.8.Contractor shall contact the City Environmental Waste Services Department and coordinatethe work so as to not interrupt the trash pickup schedule. Annie Thornhill Fencing Street Name Alex Thlang Stephen Mainka -On freeways, FIRST and SECOND buffer length shall be 2x the length of the Taper forTriple lane closures. Freeway Closure Rule-TMAs to be placed after Type IIIs xx ONLYONLY Water Barrier w/Fence ADA Pedestrian Barricade BUMPxx SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE Lauren Putnam ROADWORK1 MILECW20-1FNTE - LBJ-”Road Work 1 MILE” sign on main lanes-Flags on “Road Work” signs-Add note for what TxDOT typical applies to plan Frank Garza Rebekah Matamoros Cisco Meza Gabriel Keilholtz Cole Wilson BIKELANECLOSEDxxxx ONLYONLY Gate POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE 320ft Taper 210ft Buffer 240ft 150ft Work Zone 240ft240ft 120ftROAD WORK AHEADCW20-1DEND ROAD WORK G20-2CW20-5RRIGHT LANE CLOSEDCW20-5RRIGHT LANE CLOSED ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 Freeport Pkwy Burns StArrow Board Phase 1 Devices spaced on 30ft centers Posted speed limit 40MP H Navigator Type 3 Barricade Jeremiah Keys Type 1 Type 2 Type 3 ADA Phase 1 Sheet 1 Hamilton Duffy, PC Consulting Tex Reg F-5260 85ft Buffer120ft 245ft Taper 320ft Taper 170ft Buffer240ft 400ft 415ft Buffer 720ft Taper 780ft Taper Arrow Board MB Part A 50ft Work Zone 100ft Work Zone 150ft Work Zone 200ft Work Zone 250ft Work Zone 300ft Work Zone 350ft Work Zone 400ft Work Zone 450ft Work Zone 500ft Work Zone 1000ft Work Zone 1500ft Work Zone RIGHT LANE MUST EXIT R3-33R LEFT LANE MUST EXIT R3-33L ONLYONLY STOP HERE ON RED ONLYONLYONLYONLYONLYONLY ONLY Navigator ONLYONLY ONLY ONLYONLYONLYONLY ONLYONLY Navigator Type 3 Barricade Navigator Type 3 Barricade Type 1 Barricade Navigators Type 3 Barricade 2-Way Traffic Vertical Panel Type 3 Barricade Barrels Type 3 Barricade Barrels Type 3 Barricade 2-Way Traffic Vertical Panel Barrels Type 3 Barricade Type 1 Barricade Navigator Type 3 Barricade Type 2 Barricade Type 1 Barricade Barrels Type 3 Barricade Type 2 Barricade Type 1 Barricade Navigator Type 3 Barricade Type 2 Barricade Barrels Type 3 Barricade Type 2 Barricade ONLY ROAD CLOSED TO THRU TRAFFIC TYPE III R11-2 ROAD CLOSED ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED TYPE III R11-2 / CW1-7 ROAD CLOSED DETOUR TYPE III R11-2 / M4-10R ROAD CLOSED DETOUR TYPE III R11-2 / M4-10L DETOUR TYPE III R11-4 / M4-10R ROAD CLOSED TO THRU TRAFFIC DETOUR TYPE III R11-4 / M4-10L ROAD CLOSED TO THRU TRAFFIC RAMP CLOSED ROAD CLOSED SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE 100ft Taper 100ft Buffer 90ft Shifting Taper 100ft 1000ft 1600ft 85ft SIDEWALK CLOSED 600ft Taper 280ft Buffer 180ft Taper 540ft Taper 660ft Taper 160ft 320ft 120ft Buffer 220ft Buffer 335ft Buffer 500ft 700ft485ft Buffer 900ft 600ft 800ft 585ft Buffer 840ft Taper 900ft Taper 720ft Buffer N EW S xxft Shoulder Taper 30 180 85 120 Speed Taper Buffer Sign Spacing 35 40 45 50 245 320 540 600 120 170 220 280 160 240 320 400 55 660 335 500 60 720 415 600 65 780 485 700 70 840 585 800 75 900 720 900 Devices spaced on 35ft centers Posted speed limit 45MPH Devices spaced on 25ft centers Posted speed limit 35MPH Devices spaced on 30ft centers Posted speed limit 40MP H Devices spaced on 40ft centers Posted speed limit 50MPH Devices spaced on 20ft centers Posted speed limit 30MPH Devices spaced on 45ft centers Posted speed limit 55MPH Devices spaced on 50ft centers Posted speed limit 60MPH Devices spaced on 55ft centers Posted speed limit 65MPH Devices spaced on 60ft centers Posted speed limit 70MPH Devices spaced on 65ft centers Posted speed limit 75MPH Devices spaced on 70ft centers Posted speed limit 80MPH KEEP RIGHT RIGHT LANE MUST TURN RIGHT R3-7R NOTE: Changes requested by Contractor may not conform to TXDOT/MUTCD standards. Buyers Barricades shall not be held responsible for results of deviation from standardized traffic/safety control. LEFT LANE MUST TURN LEFT R3-7L SIDEWALK CLOSED USE OTHER SIDE 1000ft 1/2 MILE 1 MILE NOTE: Plan design based on engineered stamped plans provided by Contractor may not conform to TXDOT/MUTCD standards. Buyers Barricades shall not be held responsible for results of deviation from standardized traffic/safety control. Type 2 Barricade Navigators Type 3 Barricade Water Barrier Type 1 Barricade Barrels Type 3 Barricade Water Barrier Navigators Type 3 Barricade Flagger w/Cones Barrels Type 3 Barricade Flagger w/Cones NOTE: Plan requested by Contractor may not conform to TXDOT/MUTCD standards. Buyers Barricades shall not be held responsible for results of deviation from standardized traffic/safety control. ALLEY CLOSED TO THRU TRAFFIC TYPE III R11-2 ALLEY CLOSED Chris Schreiner Marie Rhom Keith Hamilton Tony Troxclair Mike Moreno Daniel Barron Matt Sauer Jeremiah Keys ROAD CLOSED TO THRU TRAFFIC Cole Benton SIDEWALK CLOSED USE OTHER SIDE TO BE PLACED AT DO NOT PASS DO NOT DRIVE ON SHOULDER Michael Cooper Devan Diviney Barrels SIDEWALK CLOSED Special RulesPlano-Double-up Signs-Add General NotesDallas-Intersections Count As Buffer-No “End Road Work”Fort Worth-Arrow Board 40MPH+Richardson -Sign Sequence (RWA, LCA, LEML/R)MatchlineStreet NameALL TRAFFIC MUST EXIT 2600ft PRELIMINARY FOR REVIEW ONLY PE NO. DATE KEITH M. HAMILTON 87384 XX/XX/2021 Christian Lopez xx YOUR SPEED XX Radar Trailer MB SZ Q-Lynx 2L Rule-On freeways, FIRST buffer length shall be 2x the length of the Taper for double lane closures. “Diamond” rule for Crossovers -On the diamonds made to push traffic back over from a 2-way application, the spacing is to be a 1/2L taper length1/2L MatchlineSIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED Rumble Strips Crash Truck/TMA Water Barrier Concrete Barrier *** *** ROADWORKAHEADCW20-1DCW20-5RRIGHTLANECLOSED CW20-5DLLEFTLANECLOSEDAHEAD RIGHTLANECLOSEDAHEADCW20-5DRTURNLANECLOSEDCW20-5TCENTERLANECLOSEDCW20-5CROADCLOSEDAHEADCW20-3DDETOURAHEADCW20-2DONE LANEROADAHEADCW20-4DBEPREPAREDTOSTOPCW3-4CW20-7LANE ENDSMERGERIGHTCW9-2TRLANE ENDSMERGELEFTCW9-2TL2RIGHT LANESCLOSEDCW20-5aTRSHOULDERWORKCW21-5ROADNARROWSCW5-1TRUCKSENTERINGROADWAYCW27-1TCW3-2CW4-3RCW4-3LCW21-1aT CW1-4LCW1-4RCW6-3CW12-1CW12-1CW12-1ENDROAD WORKG20-2ENDROAD WORKG20-2CW20-5LLEFTLANECLOSEDTOONCOMINGTRAFFICR1-2YIELDR1-2 APSTOPR1-1R5-1YIELDR1-2WRONGWAYR5-1a G20-1bR NEXT MILESXXROAD WORK ONE WAYR6-1L ONE WAYR6-1RCW1-7DETOURM4-10L DETOURM4-10RNAMEADDRESSCITYSTATECONTRACTORG20-6TBEGINROAD WORKNEXT X MILESG20-T ROADCLOSEDR11-2R11-3ROAD CLOSEDAHEADLOCAL TRAFFIC ONLYROAD CLOSEDTOTHRU TRAFFICR11-4****LOOSEGRAVELCW8-7FRESHOILCW21-2TURNLANECLOSEDAHEADCW20-5DTCENTERLANECLOSEDAHEADCW20-5DCCW28-1TPOWER LINESCW23-2NEWTRAFFICPATTERNAHEADUTILITYWORKAHEADCW21-7DWORK ZONExxWHEN WORKERS ARE PRESENT WORK ZONETRAFFIC FINES DOUBLE TALK OR TEXT LATERSTAY ALERTG20-10T M4-9SM4-9L M4-9RR3-2R3-1 PR8-3R5-2R3-4G20-1bL NEXT MILESXXROAD WORK INTERSTATETEXAS**ONE WAYR6-1RONE WAYR6-1LONE WAYR6-1RONE WAYR6-1LONE WAYR6-1RONE WAYR6-1LONE WAYR6-1RONE WAYR6-1LCONSTRUCTIONENTRANCE**M4-9RM4-9L RAMPCLOSEDAHEADCW20-3DSLOW ALLEYCLOSEDAHEAD2RIGHT LANESCLOSED1/2 MILECW20-5aTR2LEFT LANESCLOSEDCW20-5aTLSPECIALEVENTAHEADTHRUTRAFFICMERGELEFTTHRUTRAFFICMERGERIGHT RUMBLESTRIPS ENDWORK ZONEG20-2ENDWORK ZONEG20-2CW3-3CW3-1FRWYCLOSEDAHEADCW20FY-3D CW1-4L CW1-4RTORAMPR1-2YIELD NEXT MILESXXROAD WORK NEXT MILESXX Eric Putnam Connor Siemers CROSSWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE CROSSWALK CLOSED CROSSWALK CLOSED USE OTHER SIDENEWS CITY: CONTRACTOR: JOB NAME: Silverline Coppell Freeport Pkwy & Southwestern Blvd Team Fishel Right Lane Closure NOTESSALESMAN EXECUTIVE TCP DESIGNER LEGEND SCOPE OF WORK: LOCATION: CONTACT NUMBER: CONTACT: DATE: 940-231-9211 06/13/2022 Robert Stonecipher Markus Lucas THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS NOT INTENDED TO RELIEVE THE CONTRACTOR FROM THE REQUIREMENTS SET FORTH BY RELATED CONTRACT DOCUMENTS, THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) OR THE OVERALL RESPONSIBILITY TO TRAFFIC CONTROL SAFETY. All Traffic Control Plans (TCPs) are the property of Buyers Barricades, Inc. and are included with Buyers Barricades rental agreements. Traffic Control Plans issued without a rental agreement will be charged to the customer. Carrollton -”1 Block Rule” -First Buffer length shall be 2x the length of the Taper for double lane closures. Carrollton -ADA Pedestrian Barricades for sidewalk closures San Antonio/Austin/Surrounding Areas -TMAs on all TxDOT plans - Barrels for sidewalk closures -Double up signs on TxDot plans General Notes:1.Contractor shall be responsible to maintain traffic control as set forth in the Texas Manual onUniform Traffic Control Devices (TXMUTCD) for Streets and Highways.2.Lanes may be closed to traffic during 9 AM-4 PM only.3.Accessible pedestrian routes shall be maintained at all times.4.Contractor shall contact the City of Plano Project Manager or the Traffic Management Centerat least one week prior to lane closing if left turns from opposite directions cannot go togetheranytime due to road or utility work at a signalized intersection.5.Contactor shall coordinate with owner or related entity regarding lane closures on any privatestreet. Contractor shall follow the TXMUTCD guidelines.6.Applicant shall coordinate with school regarding any lane closure near or within school zone.7.Contractor shall notify home owners with alley access one week prior to alley closing.8.Contractor shall contact the City Environmental Waste Services Department and coordinatethe work so as to not interrupt the trash pickup schedule. Annie Thornhill Fencing Street Name Alex Thlang Stephen Mainka -On freeways, FIRST and SECOND buffer length shall be 2x the length of the Taper forTriple lane closures. Freeway Closure Rule-TMAs to be placed after Type IIIs xx ONLYONLY Water Barrier w/Fence ADA Pedestrian Barricade BUMPxx SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE Lauren Putnam ROADWORK1 MILECW20-1FNTE - LBJ-”Road Work 1 MILE” sign on main lanes-Flags on “Road Work” signs-Add note for what TxDOT typical applies to plan Frank Garza Rebekah Matamoros Cisco Meza Gabriel Keilholtz Cole Wilson BIKELANECLOSEDxxxx ONLYONLY Gate POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE 120ft320ft Taper 230ft Buffer 240ft 150ft Work Zone 240ft 240ft120ftROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 CW20-5RRIGHT LANE CLOSED CW20-5RRIGHT LANE CLOSED ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 Freeport Pkwy Gateway BlvdSouthwestern BlvdArrow Board Phase 2 Devices spaced on 30ft centers Posted speed limit 40MP H Navigator Type 3 Barricade Jeremiah Keys c REV AMEND CR DATE DESCRIPTION APPCHKENGBY CONTRACT DWG No.REV SCALE DRAWN DESIGNED CHECKED IN CHARGE DATE CONTRACT SHEET No.DWG No.IN-PROGRESS REVIEW\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 14 - Wishbone to DNT\CB01WB-UC6-1450.020hnguyenC-2033270-01 COTTON BELT REGIONAL RAIL SYSTEM DART, ALL RIGHTS RESERVED, 1987-2020 AUTHORITY OF: FOR THE PURPOSE OF REVIEW UNDER THE THIS DOCUMENT IS RELEASED BIDDING, OR PERMIT PURPOSES. IT IS NOT TO BE USED FOR CONSTRUCTION, FIRM REGISTRATION No. F-11329 Phone: +1 (972) 247 1516 DALLAS, TX 75234 2727 LBJ FREEWAY, SUITE 525 BIDDING, OR PERMIT PURPOSES. IT IS NOT TO BE USED FOR CONSTRUCTION,TOP OF CONDUITEXIST GRADENOT AN APPROVED DRAWING PROP GRADE3:21:01 PM6/24/20226/24/2022 6/24/2022 TBPE FIRM NO. F-11329 SOLARAY ENGINEERING ON MICHAEL A. BACA, P.E., 122661 1168+00 1169+00 1170+00 1171+00 1172+00512 +/-513 +/-512 +/-518 +/-521 +/-519 +/-517 +/-516 +/-519 +/-509 +/-504 +/-1168+00 1170+00 1168+00 1170+00 T W W QWEST PBX WM T T T FH PP PPPPPPPPPP LP SMH T T TP TC TC TC TC TC WV WMWMLP PP PP PP W AHCW 1168+00 1169+00 1170+00 1171+00 1172+00 UC6-1450SEE DWG No. UC6-1451MATCH LINE STA 1172+00SEE DWG No. UC6-1451MATCH LINE STA 1172+00MATCH LINE STA 1168+00SEE DWG No. UC6-1449MATCH LINE STA 1168+00SEE DWG No. UC6-1449DART RR EXIST ROW EXIST ROW 1 1 PLAN AND PROFILE STA 1168+00 TO STA 1172+00 R. HODO SEIUC6-14501"=20' 060 D. JOHNSON SEGMENT CB-1FREEPORT PKWYEXIST ROWEXIST ROWEXIST ROW QWEST 2" ORANGE HDPE. QWEST 2" BLACK HDPE WITH FIBER AND QWEST EXIST 6" COATED BSP WITH 495 530 525 520 515 510 505 500 525 520 515 510 505 500 495 530 VERT SCALE (IN FEET) SCALE (IN FEET) HORIZ 0 0 105 20 4010 2.5 7.5 EXIST GRADE PROPOSED 3-1.25" SPRINT CONDUITS S1-1 EL 513 +/- VPI STA 1168+16 +/-FREEPORT PKWYIN AREA. ATMOS GAS LINE CAUTION !!! IN AREA. WATER LINE CAUTION !!! LINE IN AREA. OVERHEAD ELECTRIC CAUTION !!! IN AREA. EXPLORER PIPELINE CAUTION !!! IN AREA. WASTEWATER LINE CAUTION !!! LINE IN AREA. UNDEGROUND ELECTRIC CAUTION !!! LINE IN AREA. TELECOMMUNICATIONS UNDERGROUND CAUTION !!! END CASING STA 1170+19.27 BEGIN CASING STA 1168+30.48 BEGIN CASING S1-4 END TRENCH S1-1 STA 1168+30.48 S1-1 S1-4 BEGIN TRENCH S1-1 END CASING S1-4 STA 1170+19.27 TELECOMMUNICATIONS FOC3-4 FINAL 100% DESIGN INSTALL UTILITY MARKER (TYP) ABANDON EXIST SPRINT 4" SCHED 80 PVC PROPOSED CENTERLINE FOC3-4 TELECOM RELOCATION PROPOSED 3-1.25" SPRINT CONDUITS EXIST FO3-4 CONSTRUCTION DETAILS. 1. SEE CITY OF COPPELL STANDARD NOTES: PROPOSED 3-1.25" SPRINT CONDUITS 29'4'2'EXIST FRONTIER POSSIBLY ABANDONED EL 513 +/- VPI STA 1170.26 +/-2'26'40'À CB-1 SB PLACE 30 LF À CB-1 NB EL 510 +/- (SUE)EXIST 8" FIBERLIGHTSTA 1169+91 +/-EL 515 +/- (SUE)EXIST 8" FRONTIERSTA 1169+68 +/-EL 516 +/- (SUE)EXIST 8" FRONTIERSTA 1169+71 +/-EL 515 +/- (SUE)EXIST 8" FRONTIERSTA 1169+73 +/-EL 518 +/-EXIST 8" ONCORSTA 1169+75 +/-EL 518 +/-EXIST 8" QWESTSTA 1169+77 +/-EL 518 +/-EXIST 8" ZAYOSTA 1169+77 +/-EL 518 +/-EXIST 8" AT&T STA 1168+97 +/-EL 518 +/-EXIST 8" AT&T LEGACY STA 1168+97 +/-EL 517 +/- (SUE)EXIST 8" ZAYO STA 1168+96 +/-EL 518 +/-EXIST 8" FRONTIER STA 1168+88 +/-EL 517 +/-EXIST 8" CROWNCASTLE STA 1168+85 +/-EL 517 +/-EXIST 8" SPECTRUM STA 1168+78 +/-FREEPORT PKWYPROPOSED 3-1.25" SPRINT CONDUITS 6" STEEL CASING PIPE OR EQUIVALENT HDPE WITH THAN OPEN CUT 189 LF OTHER PLACE 181 LFEL 518 +/-EXIST 8" AT&T STA 1168+97 +/-EL 518 +/-EXIST 8" FRONTIER STA 1168+98 +/-1 1 FL 511 +/- (RECORD)COPPELL WATEREXIST 16" CITY OF STA 1169+14 +/-FL 508 +/- (PLAN)COPPELL WATERPROP 16" CITY OF STA 1169+25.00EL 513 +/-EXIST ATMOS GASSTA 1169+70 +/-P.E. NO. 100384, ON JULY 16, 2020. WERE SEALED AND SIGNED BY JOSE A. OROZCO, ORIGINAL PLANS RELEASED FOR CONSTRUCTION 6/22/2022 ADDED PROPOSED WATER AND CORRECTED CROSSINGS SEI DJ MB DJ M. BACA 1 1 1 FL 506 +/- (RECORD)COPPELL WWEXIST 16" CITY OFSTA 1169+14 +/-EXIST QWEST 1 1 11 PROPOSED 3-1.25" SPRINT CONDUITS 6" HDPE CASING PIPE WITH