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Cotton Belt-PN21030203/02/2021Scott Latta X 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 2/25/2021 Contact Person / Phone number Jed Ramos (972) 269-1313 City where work will be performed Coppell, TX Location and cross street Location 1 - East Belt Line Rd adjacent to proposed Cypress Waters Station Location 2 - East Belt Line Road and proposed CB Track STA 1280+00 Lanes to be closed (right, left, full) Location 1 – Right Lane Location 2 – Right Lane Implementation Date(s) and Times (Start / End) Location 1 and 2: March 16th, 2021 – May 7th, 2021 24/7 Scope of Work Franchise Utility Relocation (Location 1 = Relocation of AT&T Poles Location 2 = Lowering of Existing AT&T conduit) Additional Information Please attach a Google Earth photo with your work limits Return completed request form to Eric Christman (MOT Manager) smehta@herzog.com (469) 771-8498 Matchline 1Matchline 1Matchline 2Matchline 2Arrow Board ROAD WORK AHEADCW20-1DCW20-5RRIGHT LANE CLOSED END ROAD WORK G20-2 CW20-5RRIGHT LANE CLOSED 3300ft Work Zone 600ft Taper 280ft Buffer 400 f t 40 0 f t400ft400ft 120ft3300ft Work Zone Belt L i n e R d Belt L i n e R d Moore RdEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DType 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 ONLYONLY ONLYONLYONLYONLYONLY 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 xx 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 Eddie Harmon Jason Garrett Marie Rhom Keith Hamilton Lauren Simpson Tony Troxclair Lindsay Garrett Jessica Paredes Mike Moreno Lacey Green Daniel Barron Matt Sauer Dustin Rawlings 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 Kevin Omachel Matt Smith Devan Diviney Barrels SIDEWALK CLOSED Chris Blum 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/2019 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 CLOSEDRumble 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 SIDE N E W S CITY: CONTRACTOR: JOB NAME: DART Silver Line Coppell Belt Line Rd & Moore Rd Archer Western Herzog Right Lane Closure NOTESSALESMAN EXECUTIVE TCP DESIGNER LEGEND SCOPE OF WORK: LOCATION: CONTACT NUMBER: CONTACT: DATE: 469-771-8498 02/07/2021 Sid Mehta Reedie Lea 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 Sheet 1 Devices spaced on 40ft centers Posted speed limit 50MPH Jeremiah Keys Navigator Type 3 Barricade Matchline 1Matchline 1Matchline 2Matchline 2Arrow Board ROADWORK AHEADCW20-1DCW20-5RRIGHT LANE CLOSED ENDROAD WORKG20-2CW20-5RRIGHT LANE CLOSED 3300ft Work Zone 600ft Taper 280ft Buffer 400 f t 40 0 f t400ft400ft 120ft3300ft Work Zone Belt L i n e R d Belt L i n e R d Moore RdEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DType 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 ONLYONLY ONLYONLYONLYONLYONLY 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 xx 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 Eddie Harmon Jason Garrett Marie Rhom Keith Hamilton Lauren Simpson Tony Troxclair Lindsay Garrett Jessica Paredes Mike Moreno Lacey Green Daniel Barron Matt Sauer Dustin Rawlings 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 Kevin Omachel Matt Smith Devan Diviney Barrels SIDEWALK CLOSED Chris Blum 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/2019 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 CLOSEDRumble 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 SIDE N E W S CITY: CONTRACTOR: JOB NAME: DART Silver Line Coppell Belt Line Rd & Moore Rd Archer Western Herzog Right Lane Closure NOTESSALESMAN EXECUTIVE TCP DESIGNER LEGEND SCOPE OF WORK: LOCATION: CONTACT NUMBER: CONTACT: DATE: 469-771-8498 02/07/2021 Sid Mehta Reedie Lea 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 Sheet 2 Devices spaced on 40ft centers Posted speed limit 50MPH Jeremiah Keys Navigator Type 3 Barricade