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Cotton Belt-PN211012RIGHT-OF-WAY USE PERMIT APPLICATION Permit valid for 90 calendar days from date of approval Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. or e-mail to engineer@coppelltx.gov (see button below) Date of Submittal: Applicant’s Job # / Work Order # PERMIT FEE:$100.00 (No charge to Utility Companies with approved Franchise/ROW Use Agreement) Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider? Utility Company Represented: Oncor Electric Delivery Atmos Energy Verizon SBC/ AT&T Time Warner Cable CoServ Electric/Gas Other Estimated Start Date Estimated Completion Date* * Completion requires submittal of Completion Verification Notice (see page 4) Right-of-Way Use Permit Application Page 2 of 4 Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which includes but is not limited to: Erosion Control Ordinance, compaction requirements (density tests may be required at applicant's expense) and barricading according to the Texas Manual on Uniform Traffic Control Devices. Area(s) affected must be restored to as good condition as before the commencement of work (grading, drainage, vegetation, and erosion control). To schedule Public Works final inspection (Page 4) call 972-462-5155. UTILITY RELOCATION CHECKLIST FOR WORK WITHIN CITY OF COPPELL RIGHTS-OF-WAY OR EASEMENTS Listed below are minimum requirements for utility relocation projects: 1.A copy of the valid approved City of Coppell permit is required on the project at all times. 2.Notify adjacent property owners (commercial & residential) of project timeline; provide them with contact names and phone numbers. 3.Proper erosion control measures must be taken. 4.Follow Texas MUTCD standards for work in traffic zones. 5.Sod is to be replaced when necessary. 6.Irrigation repairs must be performed in a timely manner. 7.Follow OSHA recommended trench safety at all times. 8.Repair existing utilities that are damaged, including but not limited to clean-outs, water valves, and SS manholes. 9.Densities may be required in trench lines (ASTM). 10.Care and repair of street signage is the responsibility of the contractor. 11.No work is to be done in collector roadways before 9:00 a.m. or after 3:00 p.m. 12.Prior notice of work activity on weekends and holidays must be in writing. 13.Line locates must be performed in advance by contacting - 1 800 DIG TESS and/or the following: CITY OF COPPELL UTILITIES DIVISION coppelltx.gov/utility-operations-division 972/ 462-5155 CITY OF COPPELL ENGINEERING DEPT. 972/ 304-3679 HOMEOWNER ASSOCIATIONS 972/ 304-3678 (Planning Department) TIME WARNER CABLE FEDERAL EMERGENCY MGMT. ADMIN. 214/ 320-5455 (Mike Rasmussen)940/ 898-5138 AT&T LOCAL NETWORK TEXAS COMM. on ENVIRONMENTAL QUALITY 214/ 215-3031 (Rich Millenman)817/ 588-5800 COSERV Gas & Electric DENTON CO. LEVEE DISTRICT 940/ 321-7800 x 7624 (Greg Ward)214/ 352-5118 (Richard Hightower) EXPLORER PIPELINE Atmos Energy 918/ 493-5100 (Patrick Nwakoby)972/360-4428 (Gary Dickinson) ONCOR Electric Delivery 972/ 323-8917 (Larry Redick) VERIZON COMMUNICATIONS 1 800 DIG TESS for line locates 972/ 318-5277 (344 - 8377) 14.Contaminants must be removed from work area daily and disposed of properly outside the City. 15.Streets, sidewalks and alleys must be kept clean of construction material and debris. 16.“Clean-up” requires returning work area to pre-project condition or better. 17.Contractor is required to contact Public Works Division for Completion Verification Notice. (see pg. 4) Page 3 of 4 Page 4 of 4 UTILITY RELOCATION IN RIGHT-OF-WAY OR EASEMENT COMPLETION VERIFICATION NOTICE Contact City of Coppell Public Works Division at 972-462-5155 to schedule an inspection with Utility & Streets personnel to verify that your project has been completed to City of Coppell specifications. Failure to schedule verification inspection may delay future projects. Franchise Utility Name Project Location / Applicant's Work Order # (if applicable) Sub-contractor Company Name 24 hr.Contact Number Date of Verification Appointment Time of Verification Appointment INFORMATION BELOW TO BE COMPLETED BY CITY OF COPPELL PUBLIC WORKS PERSONNEL A copy of this completed notice can be provided to the address below or e-mailed by using the button below: City of Coppell Engineering Dept. 255 Parkway Blvd., Coppell TX 75019 Office: 972-304-3679 Fax: 972-304-3570 Follow-up needed? Follow-up scheduled for Yes No and found to be acceptable / not acceptable because of Streets Maintenance Division on Type 1 Type 2 Type 3 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 do 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 does 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 N EW S 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 Benjamin Masters Barrels SIDEWALK CLOSED Chris Blum General Notes: 1. Contractor shall be responsible to maintain traffic control as set forth in the Texas Manual on Uniform Traffic Control Devices for Streets and Highways. 2. Lanes may be closed to traffic during 9 AM-4 PM only after prior approval. 3. Accessible pedestrian routes shall be maintained at all times. 4. Contractor shall contact the City of Plano Project Manager or the Traffic Management Center at least one week prior to lane closing if left turns from opposite directions cannot go together anytime due to road or utility work at a signalized intersection.Special RulesPlano-Double-up Signs-Add General NotesDallas-Intersections Count As Buffer-No “End Road Work”Fort Worth-”1 Block Rule”-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, buffer spaces shall be 2x the length of the Taper. “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 MatchlineCITY: CONTRACTOR: JOB NAME: DART Silver Line Coppell Southwestern Blvd & Coppell Rd Archer Western Herzog Crossover 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. 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. NOTESSALESMAN EXECUTIVE TCP DESIGNER LEGEND SCOPE OF WORK: LOCATION: CONTACT NUMBER: CONTACT: DATE: 469-771-8498 10/08/2021 Sid Mehta SIDEWALK 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 ZONE30WHEN 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 Jessica Garcia Eric Putnam Crystal Quintero Connor Siemers CROSSWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE CROSSWALK CLOSED CROSSWALK CLOSED USE OTHER SIDE Navigators Type 3 Barricade 2-Way Traffic Vertical Panel Devices spaced on 20ft centers Posted speed limit 30MPH Jeremiah Keys Reedie Lea 120ft 200ft Work Zone 85ft Buffer 180ft TaperEND ROAD WORK G20-2 CW1-4LCW1-4RCW6-3ROAD WORK AHEADCW20-1DTURN LANE CLOSEDCW20-5TCW6-3 ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 120ft 120ft 120ft 85ft Buffer TURN LANE CLOSEDCW20-5T120ft 120ft 90ft Shifting Taper Southwestern Blvd Phase 1CW20-5RRIGHT LANE CLOSED CW20-5RRIGHT LANE CLOSED Type 1 Type 2 Type 3 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 do 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 does 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 N EW S 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 Benjamin Masters Barrels SIDEWALK CLOSED Chris Blum General Notes: 1. Contractor shall be responsible to maintain traffic control as set forth in the Texas Manual on Uniform Traffic Control Devices for Streets and Highways. 2. Lanes may be closed to traffic during 9 AM-4 PM only after prior approval. 3. Accessible pedestrian routes shall be maintained at all times. 4. Contractor shall contact the City of Plano Project Manager or the Traffic Management Center at least one week prior to lane closing if left turns from opposite directions cannot go together anytime due to road or utility work at a signalized intersection.Special RulesPlano-Double-up Signs-Add General NotesDallas-Intersections Count As Buffer-No “End Road Work”Fort Worth-”1 Block Rule”-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, buffer spaces shall be 2x the length of the Taper. “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 MatchlineCITY: CONTRACTOR: JOB NAME: DART Silver Line Coppell Southwestern Blvd & Coppell Rd Archer Western Herzog Crossover 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. 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. NOTESSALESMAN EXECUTIVE TCP DESIGNER LEGEND SCOPE OF WORK: LOCATION: CONTACT NUMBER: CONTACT: DATE: 469-771-8498 10/08/2021 Sid Mehta SIDEWALK 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 ZONE30WHEN 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 Jessica Garcia Eric Putnam Crystal Quintero Connor Siemers CROSSWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE CROSSWALK CLOSED CROSSWALK CLOSED USE OTHER SIDE Navigators Type 3 Barricade 2-Way Traffic Vertical Panel Devices spaced on 20ft centers Posted speed limit 30MPH Jeremiah Keys Reedie Lea 120ft 330ft Work Zone 85ft Buffer 180ft Taper END ROAD WORK G20-2 CW1-4L CW1-4 R CW6-3ROAD WORK AHEADCW20-1DTURN LANE CLOSEDCW20-5TCW6-3 ROAD WORK AHEADCW20-1DEND ROAD WORK G20-2 120ft 120ft 120ftCW20-5RRIGHT LANE CLOSED CW20-5RRIGHT LANE CLOSED 85ft Buffer TURN LANE CLOSEDCW20-5T120ft 120ft 90ft Shifting Taper Southwestern Blvd Phase 2