The URL can be used to link to this page

Cotton Belt-PN260427A 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.-- 04/27/2026 Railroad Crossing Repair at 800 S Denton Tap Rd, Coppell, TX n DART/ Railroad Matthew Ahuamda mahumada@herzog.com (469) 818-6193 Herzog Conctracting Corp. DART mahumada@herzog.com (469) 818-6193 Maintenance at railroad crossing. Install new crossing panels and asphalt. 05/08/2026 05/09/2026 n n n 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. 04/27/2026Scott Latta X CONTACT CITY OF COPPELL ROW INSPECTOR TYLER BOYER (469-978-0818, TBOYER@COPPELLTX.GOV) AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY 04/27/2026 mahumada@herzog.com Matthew Ahumada 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. TYPE III R11-2ROADCLOSEDROAD CLOSEDTOTHRU TRAFFICROAD WORK AHEADCW20-1D2 RIGHT LANES CLOSEDCW20-5aTREND ROAD WORK G20-2 END ROAD WORK G20-2 DETOUR AHEADCW20-2DROAD CLOSED AHEADCW20-3D2 RIGHT LANES CLOSEDCW20-5aTREND ROAD WORK G20-2 END ROAD WORK G20-2 ROAD WORK AHEADCW20-1DDETOUR AHEADCW20-2DROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DDETOUR AHEADCW20-2DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1D120ft320ft Taper 240ft 400ft800ft Buffer 240ft 240ft 240ft 240ft 120ft 120ft 400ft400ft400ft120ft120ft 240ft 155ft Buffer 320ft Taper 90ft Taper 70ft Buffer Denton Tap Rd Denton Tap Rd Belt Line RdBelt Line RdBelt Line RdAirline DrBullock Dr Howell Dr Lake Dr Type 1 Type 2 Type 3 ADA Phase 1 Sheet 1 Hamilton Duffy, PC Consulting Tex Reg F-5260 90ft Buffer120ft 245ft Taper 320ft Taper 155ft Buffer240ft 400ft 350ft 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 ONLYONLY STOP HERE ON RED ONLYONLYONLYONLYONLYONLY ONLY ONLYONLY ONLY ONLYONLYONLYONLY ONLYONLY 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 240ft Buffer 180ft Taper 540ft Taper 660ft Taper 160ft 320ft 120ft Buffer 195ft Buffer 295ft Buffer 500ft 700ft410ft Buffer 900ft 600ft 800ft 475ft Buffer 840ft Taper 900ft Taper 540ft Buffer N EW S xxft Shoulder Taper 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 LEFT LANE MUST TURN LEFT R3-7L SIDEWALK CLOSED USE OTHER SIDE 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. 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 Keith Hamilton Tony Troxclair Mike Moreno Daniel Tenorio Matt Sauer 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 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/2022 Cristian Martinez 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 length 1/2L MatchlineSIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED *** *** 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 LANESCLOSEDCW20-5aTLSPECIALEVENTAHEAD ENDWORK ZONEG20-2ENDWORK ZONEG20-2CW3-3CW3-1FRWYCLOSEDAHEADCW20FY-3D CW1-4bL CW1-4bRTORAMPR1-2YIELD NEXT MILESXXROAD WORK NEXT MILESXX Eric Putnam CROSSWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE CROSSWALK CLOSED CROSSWALK CLOSED USE OTHER SIDE CITY: CONTRACTOR: JOB NAME: NOTESSALESMAN EXECUTIVE TCP DESIGNER LEGEND SCOPE OF WORK: LOCATION: CONTACT NUMBER: CONTACT: DATE:Hector Gonzalez 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 Street Name -On freeways, FIRST and SECOND buffer length shall be 2x the length of the Taper for Triple lane closures. Freeway Closure Rule-TMAs to be placed after Type IIIs ONLYONLY xx SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE Lauren Putnam ROADWORK1 MILECW20-1FNTE - LBJ-Flags on “Road Work” signs Cisco Meza Cole Wilson BIKELANECLOSEDxxxx ONLYONLY POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE Anthony Castro Cristobal Olvera Austin -Must be drawn in black and white -Arrow Board on all lane closures Houston xxMPH BEGIN ONE WAY DETOUR C SCW20-5RRIGHTLANECLOSED1/2 MILE CW20-5RRIGHTLANECLOSED1000ft CW20-5LLEFTLANECLOSED1/2 MILE CW20-5LLEFTLANECLOSED1000ft2RIGHT LANESCLOSEDCW20-5aTR1000ft 2LEFT LANESCLOSEDCW20-5aTL1000ft2RIGHT LANESCLOSEDCW20-5aTR1/2 MILE 2LEFT LANESCLOSEDCW20-5aTL1/2 MILE1000ft1/2 MILE Josh Aumiller Javier Salinas -Arrow Board on all lane closures Downtown General Notes: 1.Lane Closure from 8.30am - 4.00pm only. 2.Lane shall be open in non-working hours by removing (or turn down) all lane closure signs (e.g 'Right Lane closed' sign) Garland -Double-up Signs -Add General Notes -”1 Block Rule” RAMPCLOSEDAHEADCW20-3D1000ft RAMPCLOSEDAHEADCW20-3D1/2 MILE THRUTRAFFICMERGERIGHTCW4-1ATRTHRUTRAFFICMERGELEFTCW4-1ATLxxCW3-5BUMPCW8-1R9-3 RUMBLESTRIPSAHEADCW17-2TLEFT LANE MUST EXIT R3-33L NEWSDenton Tap RR Crossing Coppell Herzog 469-818-6193 06/02/2025 Mathew Ahumada Cody Harvey Matchline ROADWORK1 MILECW20-1FROADWORKAHEADCW20-1D30 180 90 120 Speed Taper Buffer Sign Spacing 35 40 45 50 245 320 540 600 120 155 195 240 160 240 320 400 55 660 295 500 60 720 350 600 65 780 410 700 70 840 475 800 75 900 540 900 -No Type-3s on lane closures (ramp still need them)City of Plano Traffic Control Plan General Notes (rev. 04-18-2022): 1.Contractor shall be responsible to maintain traffic control as set forth in the Texas Manual on Uniform Traffic Control Devices (TMUTCD) for Streets and Highways, particularly Part 6 – Temporary Traffic Control, and according to any notes provided on the TCP by the City engineer. 2.Lanes may be closed to traffic during 9 AM-4 PM only. Lane closures outside this time window require separate approval. 3.ADA compliant accessible pedestrian routes shall be maintained at all times. 4.Temporary Traffic Control (TTC) devices (cones, signs, barricades) shall only be in place or visible during times while work is in progress. When possible, unnecessary or incorrect devices for the implemented work zone shall be removed or covered as the work zone changes. 5.Contractor shall contact the City of Plano Project Manager or the Traffic Management Center (972) 941-7289 at least one week prior to lane closing if work is to occur within 100' of a signalized intersection. 6.Any portion of a traffic control plan on an approach to a signalized intersection within 200' of the intersection must have a maximum traffic control device spacing of 20'. 7.Contactor shall coordinate with the owner or related entity regarding lane closures on any private right of way (ROW) or street. Contractor shall follow the TMUTCD guidelines during lane closures. 8.Contractor shall coordinate with respective schools regarding any lane closures near or within a school zone. 9.Contractor shall contact any related public transportation agency or DART if lane closures involve, or are near, a public transportation facility, including Bus Stops. 10.Contractor shall notify homeowners with alley access one week prior to alley closing. 11.Contractor shall contact the City Environmental Waste Services Department and coordinate the work so as to not interrupt the trash pickup schedule. 12.Any excavation more than 2" below the road surface and within 10' of the open path of travel for vehicles will require vertical panel or barrel delineation. Any excavation more than 24" below the road surface will require positive lateral control barriers, such as water filled barricades or concrete barriers. Positive lateral control barriers must be compliant in design and installation with TxDOT Standards 8-01 "Treatment for various edge conditions". Road Closure WHEN WORKERS ARE PRESENT BEGINWORK ZONETRAFFIC FINES DOUBLE 800 S Denton Tap Rd. Jordan Gold Russell Johnson Roland Campa Ronald Green Brian Barraza Steven Rodriguez Maribel Chavez Ethan McKenzie Wesley Campbell Ruben Hernandez Deven DeRouen Navigator 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 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 Barrels Rumble Strips Crash Truck/TMA Water Barrier Concrete Barrier Fencing Water Barrier w/Fence ADA Pedestrian Barricade Gate Navigator w/Lights Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flagger w/Cones 2-Way Traffic Vertical Panel Bianca Ortiz Matchline 1Navigator Type 3 Barricade Flashing Electronic Arrow Board Sheet 1 Devices spaced on 30ft centers Posted speed limit 40MP H TYPE III R11-2ROADCLOSEDROAD CLOSEDTOTHRU TRAFFICROAD WORK AHEADCW20-1D2 RIGHT LANES CLOSEDCW20-5aTREND ROAD WORK G20-2 END ROAD WORK G20-2 DETOUR AHEADCW20-2DROAD CLOSED AHEADCW20-3D2 RIGHT LANES CLOSEDCW20-5aTREND ROAD WORK G20-2 END ROAD WORK G20-2 ROAD WORK AHEADCW20-1DDETOUR AHEADCW20-2DROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DDETOUR AHEADCW20-2DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1D120ft320ft Taper 240ft 400ft800ft Buffer 240ft240ft 240ft 240ft 120ft 120ft 400ft400ft400ft120ft120ft 240ft 155ft Buffer 320ft Taper 90ft Taper 70ft Buffer Denton Tap Rd Denton Tap Rd Belt Line RdBelt Line RdBelt Line RdAirline DrBullock Dr Howell Dr Lake Dr Type 1 Type 2 Type 3 ADA Phase 1 Sheet 1 Hamilton Duffy, PC Consulting Tex Reg F-5260 90ft Buffer120ft 245ft Taper 320ft Taper 155ft Buffer240ft 400ft 350ft 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 ONLYONLY STOP HERE ON RED ONLYONLYONLYONLYONLYONLY ONLY ONLYONLY ONLY ONLYONLYONLYONLY ONLYONLY 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 240ft Buffer 180ft Taper 540ft Taper 660ft Taper 160ft 320ft 120ft Buffer 195ft Buffer 295ft Buffer 500ft 700ft410ft Buffer 900ft 600ft 800ft 475ft Buffer 840ft Taper 900ft Taper 540ft Buffer N EW S xxft Shoulder Taper 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 LEFT LANE MUST TURN LEFT R3-7L SIDEWALK CLOSED USE OTHER SIDE 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. 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 Keith Hamilton Tony Troxclair Mike Moreno Daniel Tenorio Matt Sauer 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 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/2022 Cristian Martinez 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 length 1/2L MatchlineSIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED *** *** 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 LANESCLOSEDCW20-5aTLSPECIALEVENTAHEAD ENDWORK ZONEG20-2ENDWORK ZONEG20-2CW3-3CW3-1FRWYCLOSEDAHEADCW20FY-3D CW1-4bL CW1-4bRTORAMPR1-2YIELD NEXT MILESXXROAD WORK NEXT MILESXX Eric Putnam CROSSWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE CROSSWALK CLOSED CROSSWALK CLOSED USE OTHER SIDE CITY: CONTRACTOR: JOB NAME: NOTESSALESMAN EXECUTIVE TCP DESIGNER LEGEND SCOPE OF WORK: LOCATION: CONTACT NUMBER: CONTACT: DATE:Hector Gonzalez 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 Street Name -On freeways, FIRST and SECOND buffer length shall be 2x the length of the Taper for Triple lane closures. Freeway Closure Rule-TMAs to be placed after Type IIIs ONLYONLY xx SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE Lauren Putnam ROADWORK1 MILECW20-1FNTE - LBJ-Flags on “Road Work” signs Cisco Meza Cole Wilson BIKELANECLOSEDxxxx ONLYONLY POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE Anthony Castro Cristobal Olvera Austin -Must be drawn in black and white -Arrow Board on all lane closures Houston xxMPH BEGIN ONE WAY DETOUR C SCW20-5RRIGHTLANECLOSED1/2 MILE CW20-5RRIGHTLANECLOSED1000ft CW20-5LLEFTLANECLOSED1/2 MILE CW20-5LLEFTLANECLOSED1000ft2RIGHT LANESCLOSEDCW20-5aTR1000ft 2LEFT LANESCLOSEDCW20-5aTL1000ft2RIGHT LANESCLOSEDCW20-5aTR1/2 MILE 2LEFT LANESCLOSEDCW20-5aTL1/2 MILE1000ft1/2 MILE Josh Aumiller Javier Salinas -Arrow Board on all lane closures Downtown General Notes: 1.Lane Closure from 8.30am - 4.00pm only. 2.Lane shall be open in non-working hours by removing (or turn down) all lane closure signs (e.g 'Right Lane closed' sign) Garland -Double-up Signs -Add General Notes -”1 Block Rule” RAMPCLOSEDAHEADCW20-3D1000ft RAMPCLOSEDAHEADCW20-3D1/2 MILE THRUTRAFFICMERGERIGHTCW4-1ATRTHRUTRAFFICMERGELEFTCW4-1ATLxxCW3-5BUMPCW8-1R9-3 RUMBLESTRIPSAHEADCW17-2TLEFT LANE MUST EXIT R3-33L NEWSDenton Tap RR Crossing Coppell Herzog 469-818-6193 06/02/2025 Mathew Ahumada Cody Harvey Matchline ROADWORK1 MILECW20-1FROADWORKAHEADCW20-1D30 180 90 120 Speed Taper Buffer Sign Spacing 35 40 45 50 245 320 540 600 120 155 195 240 160 240 320 400 55 660 295 500 60 720 350 600 65 780 410 700 70 840 475 800 75 900 540 900 -No Type-3s on lane closures (ramp still need them)City of Plano Traffic Control Plan General Notes (rev. 04-18-2022): 1.Contractor shall be responsible to maintain traffic control as set forth in the Texas Manual on Uniform Traffic Control Devices (TMUTCD) for Streets and Highways, particularly Part 6 – Temporary Traffic Control, and according to any notes provided on the TCP by the City engineer. 2.Lanes may be closed to traffic during 9 AM-4 PM only. Lane closures outside this time window require separate approval. 3.ADA compliant accessible pedestrian routes shall be maintained at all times. 4.Temporary Traffic Control (TTC) devices (cones, signs, barricades) shall only be in place or visible during times while work is in progress. When possible, unnecessary or incorrect devices for the implemented work zone shall be removed or covered as the work zone changes. 5.Contractor shall contact the City of Plano Project Manager or the Traffic Management Center (972) 941-7289 at least one week prior to lane closing if work is to occur within 100' of a signalized intersection. 6.Any portion of a traffic control plan on an approach to a signalized intersection within 200' of the intersection must have a maximum traffic control device spacing of 20'. 7.Contactor shall coordinate with the owner or related entity regarding lane closures on any private right of way (ROW) or street. Contractor shall follow the TMUTCD guidelines during lane closures. 8.Contractor shall coordinate with respective schools regarding any lane closures near or within a school zone. 9.Contractor shall contact any related public transportation agency or DART if lane closures involve, or are near, a public transportation facility, including Bus Stops. 10.Contractor shall notify homeowners with alley access one week prior to alley closing. 11.Contractor shall contact the City Environmental Waste Services Department and coordinate the work so as to not interrupt the trash pickup schedule. 12.Any excavation more than 2" below the road surface and within 10' of the open path of travel for vehicles will require vertical panel or barrel delineation. Any excavation more than 24" below the road surface will require positive lateral control barriers, such as water filled barricades or concrete barriers. Positive lateral control barriers must be compliant in design and installation with TxDOT Standards 8-01 "Treatment for various edge conditions". Road Closure WHEN WORKERS ARE PRESENT BEGINWORK ZONETRAFFIC FINES DOUBLE 800 S Denton Tap Rd. Jordan Gold Russell Johnson Roland Campa Ronald Green Brian Barraza Steven Rodriguez Maribel Chavez Ethan McKenzie Wesley Campbell Ruben Hernandez Deven DeRouen Navigator 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 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 Barrels Rumble Strips Crash Truck/TMA Water Barrier Concrete Barrier Fencing Water Barrier w/Fence ADA Pedestrian Barricade Gate Navigator w/Lights Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flagger w/Cones 2-Way Traffic Vertical Panel Bianca OrtizMatchline 1Navigator Type 3 Barricade Flashing Electronic Arrow Board Sheet 2 Devices spaced on 30ft centers Posted speed limit 40MP H Matchline 2Matchline 2Matchline 3Matchline 3 Type 1 Type 2 Type 3 ADA Phase 1 Sheet 1 Hamilton Duffy, PC Consulting Tex Reg F-5260 90ft Buffer120ft 245ft Taper 320ft Taper 155ft Buffer240ft 400ft 350ft 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 ONLYONLY STOP HERE ON RED ONLYONLYONLYONLYONLYONLY ONLY ONLYONLY ONLY ONLYONLYONLYONLY ONLYONLY 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 240ft Buffer 180ft Taper 540ft Taper 660ft Taper 160ft 320ft 120ft Buffer 195ft Buffer 295ft Buffer 500ft 700ft410ft Buffer 900ft 600ft 800ft 475ft Buffer 840ft Taper 900ft Taper 540ft Buffer N EW S xxft Shoulder Taper 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 LEFT LANE MUST TURN LEFT R3-7L SIDEWALK CLOSED USE OTHER SIDE 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. 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 Keith Hamilton Tony Troxclair Mike Moreno Daniel Tenorio Matt Sauer 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 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/2022 Cristian Martinez 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 length 1/2L MatchlineSIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED *** *** 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 LANESCLOSEDCW20-5aTLSPECIALEVENTAHEAD ENDWORK ZONEG20-2ENDWORK ZONEG20-2CW3-3CW3-1FRWYCLOSEDAHEADCW20FY-3D CW1-4bL CW1-4bRTORAMPR1-2YIELD NEXT MILESXXROAD WORK NEXT MILESXX Eric Putnam CROSSWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE CROSSWALK CLOSED CROSSWALK CLOSED USE OTHER SIDE CITY: CONTRACTOR: JOB NAME: NOTESSALESMAN EXECUTIVE TCP DESIGNER LEGEND SCOPE OF WORK: LOCATION: CONTACT NUMBER: CONTACT: DATE:Hector Gonzalez 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 Street Name -On freeways, FIRST and SECOND buffer length shall be 2x the length of the Taper for Triple lane closures. Freeway Closure Rule-TMAs to be placed after Type IIIs ONLYONLY xx SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE Lauren Putnam ROADWORK1 MILECW20-1FNTE - LBJ-Flags on “Road Work” signs Cisco Meza Cole Wilson BIKELANECLOSEDxxxx ONLYONLY POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE Anthony Castro Cristobal Olvera Austin -Must be drawn in black and white -Arrow Board on all lane closures Houston xxMPH BEGIN ONE WAY DETOUR C SCW20-5RRIGHTLANECLOSED1/2 MILE CW20-5RRIGHTLANECLOSED1000ft CW20-5LLEFTLANECLOSED1/2 MILE CW20-5LLEFTLANECLOSED1000ft2RIGHT LANESCLOSEDCW20-5aTR1000ft 2LEFT LANESCLOSEDCW20-5aTL1000ft2RIGHT LANESCLOSEDCW20-5aTR1/2 MILE 2LEFT LANESCLOSEDCW20-5aTL1/2 MILE1000ft1/2 MILE Josh Aumiller Javier Salinas -Arrow Board on all lane closures Downtown General Notes: 1.Lane Closure from 8.30am - 4.00pm only. 2.Lane shall be open in non-working hours by removing (or turn down) all lane closure signs (e.g 'Right Lane closed' sign) Garland -Double-up Signs -Add General Notes -”1 Block Rule” RAMPCLOSEDAHEADCW20-3D1000ft RAMPCLOSEDAHEADCW20-3D1/2 MILE THRUTRAFFICMERGERIGHTCW4-1ATRTHRUTRAFFICMERGELEFTCW4-1ATLxxCW3-5BUMPCW8-1R9-3 RUMBLESTRIPSAHEADCW17-2TLEFT LANE MUST EXIT R3-33L NEWSDenton Tap RR Crossing Coppell Herzog 469-818-6193 06/02/2025 Mathew Ahumada Cody Harvey Matchline ROADWORK1 MILECW20-1FROADWORKAHEADCW20-1D30 180 90 120 Speed Taper Buffer Sign Spacing 35 40 45 50 245 320 540 600 120 155 195 240 160 240 320 400 55 660 295 500 60 720 350 600 65 780 410 700 70 840 475 800 75 900 540 900 -No Type-3s on lane closures (ramp still need them)City of Plano Traffic Control Plan General Notes (rev. 04-18-2022): 1.Contractor shall be responsible to maintain traffic control as set forth in the Texas Manual on Uniform Traffic Control Devices (TMUTCD) for Streets and Highways, particularly Part 6 – Temporary Traffic Control, and according to any notes provided on the TCP by the City engineer. 2.Lanes may be closed to traffic during 9 AM-4 PM only. Lane closures outside this time window require separate approval. 3.ADA compliant accessible pedestrian routes shall be maintained at all times. 4.Temporary Traffic Control (TTC) devices (cones, signs, barricades) shall only be in place or visible during times while work is in progress. When possible, unnecessary or incorrect devices for the implemented work zone shall be removed or covered as the work zone changes. 5.Contractor shall contact the City of Plano Project Manager or the Traffic Management Center (972) 941-7289 at least one week prior to lane closing if work is to occur within 100' of a signalized intersection. 6.Any portion of a traffic control plan on an approach to a signalized intersection within 200' of the intersection must have a maximum traffic control device spacing of 20'. 7.Contactor shall coordinate with the owner or related entity regarding lane closures on any private right of way (ROW) or street. Contractor shall follow the TMUTCD guidelines during lane closures. 8.Contractor shall coordinate with respective schools regarding any lane closures near or within a school zone. 9.Contractor shall contact any related public transportation agency or DART if lane closures involve, or are near, a public transportation facility, including Bus Stops. 10.Contractor shall notify homeowners with alley access one week prior to alley closing. 11.Contractor shall contact the City Environmental Waste Services Department and coordinate the work so as to not interrupt the trash pickup schedule. 12.Any excavation more than 2" below the road surface and within 10' of the open path of travel for vehicles will require vertical panel or barrel delineation. Any excavation more than 24" below the road surface will require positive lateral control barriers, such as water filled barricades or concrete barriers. Positive lateral control barriers must be compliant in design and installation with TxDOT Standards 8-01 "Treatment for various edge conditions". Road Closure WHEN WORKERS ARE PRESENT BEGINWORK ZONETRAFFIC FINES DOUBLE 800 S Denton Tap Rd. Jordan Gold Russell Johnson Roland Campa Ronald Green Brian Barraza Steven Rodriguez Maribel Chavez Ethan McKenzie Wesley Campbell Ruben Hernandez Deven DeRouen Navigator 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 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 Barrels Rumble Strips Crash Truck/TMA Water Barrier Concrete Barrier Fencing Water Barrier w/Fence ADA Pedestrian Barricade Gate Navigator w/Lights Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flagger w/Cones 2-Way Traffic Vertical Panel Bianca Ortiz Navigator Type 3 Barricade Flashing Electronic Arrow Board Sheet 3 Devices spaced on 30ft centers Posted speed limit 40MP H M4-9S M4-9LM4-9LM4-9S M4-9L M4-9R M4-9RM4-9RBethel School RdCoppell Rd Moore Rd