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Cotton Belt-PN230217Type 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 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 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. 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/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 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 LANESCLOSEDCW20-5aTLSPECIALEVENTAHEAD 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 Annie Thornhill Fencing Street Name Alex Thlang Stephen Mainka -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 Water Barrier w/Fence ADA Pedestrian Barricade 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 Gate POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE Chuy DeSantiago Bianca Ortiz Cristobal Olvera Jose Negrete Austin -Must be drawn in black and white -Arrow Board on all lane closures Houston xxMPH BEGIN ONE WAY DETOUR C SNavigator w/Lights CW20-5RRIGHTLANECLOSED1/2 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 Jesse Barron -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 N E W S DART Silverline Coppell Archer Western Herzog Road Closure 214-207-8990 01/23/2023 Jonathan Buehler Cody Harvey Matchline Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flashing Electronic Arrow Board 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". 200ft Work Zone 70ft Buffer ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DROAD CLOSED AHEADCW20-3DDETOUR AHEADCW20-2DROAD CLOSED AHEADCW20-3D400ft 400ft120ft120ft 120 f t 120ft120ft120ft 120 f t Devices spaced on 20ft centers Posted speed limit 30MPH Navigator Type 3 Barricade Phase 2 Sheet 1 Cole Benton Mockingbird & Belt Line Rd Bet Line Rd Northlake RdMockingbird LnCrestview Dr ROADCLOSEDDETOUR TYPE III R11-2 / M4-10LDETOUR AHEADCW20-2DEND ROAD WORK G20-2 END ROAD WORK G20-2 1 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 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 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. 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/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 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 LANESCLOSEDCW20-5aTLSPECIALEVENTAHEAD 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 Annie Thornhill Fencing Street Name Alex Thlang Stephen Mainka -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 Water Barrier w/Fence ADA Pedestrian Barricade 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 Gate POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE Chuy DeSantiago Bianca Ortiz Cristobal Olvera Jose Negrete Austin -Must be drawn in black and white -Arrow Board on all lane closures Houston xxMPH BEGIN ONE WAY DETOUR C SNavigator w/Lights CW20-5RRIGHTLANECLOSED1/2 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 Jesse Barron -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 N E W S DART Silverline Coppell Archer Western Herzog Road Closure 214-207-8990 01/23/2023 Jonathan Buehler Cody Harvey Matchline Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flashing Electronic Arrow Board 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". Devices spaced on 20ft centers Posted speed limit 30MPH Navigator Type 3 Barricade Phase 2 Sheet 2 Cole Benton Mockingbird & Belt Line RdM4-9LM4-9 R M4-9RM4-9LM4-9RM4-9RM4-9S1 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 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 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. 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/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 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 LANESCLOSEDCW20-5aTLSPECIALEVENTAHEAD 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 Annie Thornhill Fencing Street Name Alex Thlang Stephen Mainka -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 Water Barrier w/Fence ADA Pedestrian Barricade 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 Gate POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE Chuy DeSantiago Bianca Ortiz Cristobal Olvera Jose Negrete Austin -Must be drawn in black and white -Arrow Board on all lane closures Houston xxMPH BEGIN ONE WAY DETOUR C SNavigator w/Lights CW20-5RRIGHTLANECLOSED1/2 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 Jesse Barron -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 N E W S DART Silverline Coppell Archer Western Herzog Road Closure 214-207-8990 01/23/2023 Jonathan Buehler Cody Harvey Matchline Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flashing Electronic Arrow Board 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".MatchlineMatchline300ft Work Zone 250ft Buffer ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 DETOUR AHEADCW20-2DTURN LANE CLOSEDCW20-5TTURN LANE CLOSEDCW20-5TROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DTURN LANE CLOSEDCW20-5TTURN LANE CLOSEDCW20-5TDETOUR AHEADCW20-2DROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 END ROAD WORK G20-2 400ft400ft 400ft 400ft 400ft 400ft 400ft 400ft 120ft120ft120ft120ft 120ft Devices spaced on 20ft centers Posted speed limit 30MPH Navigator Type 3 Barricade Phase 1 Sheet 1 Cole Benton Mockingbird & Belt Line Rd Bet Line Rd Bet Line Rd Northlake RdMockingbird LnCrestview Dr ROAD CLOSED TYPE III R11-2 / CW1-7 200ft Work Zone 70ft Buffer ROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 END ROAD WORK G20-2 2 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 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 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. 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/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 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 LANESCLOSEDCW20-5aTLSPECIALEVENTAHEAD 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 Annie Thornhill Fencing Street Name Alex Thlang Stephen Mainka -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 Water Barrier w/Fence ADA Pedestrian Barricade 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 Gate POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE Chuy DeSantiago Bianca Ortiz Cristobal Olvera Jose Negrete Austin -Must be drawn in black and white -Arrow Board on all lane closures Houston xxMPH BEGIN ONE WAY DETOUR C SNavigator w/Lights CW20-5RRIGHTLANECLOSED1/2 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 Jesse Barron -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 N E W S DART Silverline Coppell Archer Western Herzog Road Closure 214-207-8990 01/23/2023 Jonathan Buehler Cody Harvey Matchline Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flashing Electronic Arrow Board 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". Devices spaced on 20ft centers Posted speed limit 30MPH Navigator Type 3 Barricade Phase 1 Sheet 2 Cole Benton Mockingbird & Belt Line RdM4-9RM4-9R M4-9R M4-9RM4-9RM4-9LM4-9LM4-9LM4-9S2 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 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 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. 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/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 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 LANESCLOSEDCW20-5aTLSPECIALEVENTAHEAD 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 Annie Thornhill Fencing Street Name Alex Thlang Stephen Mainka -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 Water Barrier w/Fence ADA Pedestrian Barricade 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 Gate POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE Chuy DeSantiago Bianca Ortiz Cristobal Olvera Jose Negrete Austin -Must be drawn in black and white -Arrow Board on all lane closures Houston xxMPH BEGIN ONE WAY DETOUR C SNavigator w/Lights CW20-5RRIGHTLANECLOSED1/2 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 Jesse Barron -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 N E W S DART Silverline Coppell Archer Western Herzog Road Closure 214-207-8990 01/23/2023 Jonathan Buehler Cody Harvey Matchline Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flashing Electronic Arrow Board 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".MatchlineMatchline300ft Work Zone 250ft Buffer ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 ROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DDETOUR AHEADCW20-2DDETOUR AHEADCW20-2DTURN LANE CLOSEDCW20-5TTURN LANE CLOSEDCW20-5TROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DROAD WORK AHEADCW20-1DTURN LANE CLOSEDCW20-5TTURN LANE CLOSEDCW20-5TDETOUR AHEADCW20-2DROAD WORK AHEADCW20-1DROAD CLOSED AHEADCW20-3DDETOUR AHEADCW20-2DROAD CLOSED AHEADCW20-3DEND ROAD WORK G20-2 END ROAD WORK G20-2 400ft400ft 400ft 400ft 400ft 400ft 400ft 400ft 120ft120ft120ft120ft 120 f t 120ft120ft120ft 120 f t Devices spaced on 20ft centers Posted speed limit 30MPH Navigator Type 3 Barricade Phase 3 Sheet 1 Cole Benton Mockingbird & Belt Line Rd Bet Line Rd Bet Line Rd Northlake RdMockingbird LnCrestview Dr ROAD CLOSED TYPE III R11-2 / CW1-7 ROADCLOSEDDETOUR TYPE III R11-2 / M4-10L 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 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 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. 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/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 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 LANESCLOSEDCW20-5aTLSPECIALEVENTAHEAD 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 Annie Thornhill Fencing Street Name Alex Thlang Stephen Mainka -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 Water Barrier w/Fence ADA Pedestrian Barricade 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 Gate POLICE XXXXXXXXXXX SHARETHEROADCLOSEDBIKE LANE Chuy DeSantiago Bianca Ortiz Cristobal Olvera Jose Negrete Austin -Must be drawn in black and white -Arrow Board on all lane closures Houston xxMPH BEGIN ONE WAY DETOUR C SNavigator w/Lights CW20-5RRIGHTLANECLOSED1/2 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 Jesse Barron -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 N E W S DART Silverline Coppell Archer Western Herzog Road Closure 214-207-8990 01/23/2023 Jonathan Buehler Cody Harvey Matchline Flashing Electronic Arrow Board Flashing Electronic Arrow Board Flashing Electronic Arrow Board 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". Devices spaced on 20ft centers Posted speed limit 30MPH Navigator Type 3 Barricade Phase 3 Sheet 2 Cole Benton Mockingbird & Belt Line RdM4-9RM4-9R M4-9R M4-9RM4-9RM4-9LM4-9 R M4-9RM4-9LM4-9LM4-9LM4-9SM4-9LM4-9RM4-9RM4-9S