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