STC/Technical Operations
Department of TransportationNew York State
in Region 5on State Highways
for Design/Construction
ControlTraffic
Work Zone
January 2012
- GENERAL1
- PEDESTRIANS2
TABLE OF CONTENTS
I
(Standard Sheet 619-51)..............................................................Page 2-5
Crosswalk Closure and Pedestrian Detour
(Standard Sheet 619-50)...............................................................Page 2-4
with Pedestrian Diversion in Parking Lane
Pedestrian Traffic Control for Sidewalk Closures
Sidewalk............................................................................................Page 2-3
in the Vicinity of a Work Area - with Temporary
Pedestrian Traffic Control for Sidewalk Closures
(Standard Sheet 619-50)..............................................................Page 2-2
in the Vicinity of a Work Area - Sidewalk Detour
Pedestrian Traffic Control for Sidewalk Closures
in the Vicinity of a Work Area..................................................Page 2-1
Pedestrian Traffic Control for Shoulder/Lane Closure
Typical 1-Way Signing Detail.........................................................Page 1-9
Road Closure with Bridge or Culvert Out................................Page 1-8
Temporary Traffic Signal with Pedestrian Features............Page 1-7
(Standard Sheet 619-62)...............................................................Page 1-6
Two Phase Temporary Traffic Signal
Temporary Rumble Strips..............................................................Page 1-5
Typical Intersection/Driveway Treatment................................Page 1-4
(Standard Sheet 619-66)...............................................................Page 1-3
Road Closed with Off Site Detour
Typical Signing.................................................................................Page 1-2
Components of a Work Zone Traffic Control Zone...............Page 1-1
REV 01/20/12
- INTERSECTIONS3
- PAVEMENT MARKINGS4
TABLE OF CONTENTS
II
- SPEED5
2-Way Roadways..............................................................................Page 5-2
10 MPH on 2-Lane/3-Lane/4-Lane/5-Lane & 6-Lane-or,
Work Zone Traffic Control for Speed Reduction of
(1-Step Speed Reduction)..............................................................Page 5-1
2-Lane or 3-Lane, 1-Way Expressway/Freeway
Work Zone Traffic Control for Speed Reduction on
REV 01/20/12
(On 3-Lane Roadway, Center Turn Lane)..................................Page 4-8
Epoxy Crosswalk/Stop Bar Pavement Marking Installation
(On 3-Lane Roadway, Right Lane Closed)...................................Page 4-7
Epoxy Crosswalk/Stop Bar Pavement Marking Installation
(On 5-Lane Roadway, 3-Lanes Closed)........................................Page 4-6
Crosswalk/Stop Bar Pavement Marking Installation
(On 2-Lane, 2-Way Roadway).........................................................Page 4-5
Crosswalk/Stop Bar Pavement Marking Installation
(On an Intersection Side Road)..................................................Page 4-4
Crosswalk/Stop Bar Pavement Marking Installation
(Left Lane)......................................................................................Page 4-3
Crosswalk/Stop Bar Pavement Marking Installation
(On Far Side of Intersection).....................................................Page 4-2
Crosswalk/Stop Bar Pavement Marking Installation
(Right Lane).....................................................................................Page 4-1
Crosswalk/Stop Bar Pavement Marking Installation
Multiple Lane Closures on Far Side of Intersection.............Page 3-4
Half Road Closure on Far Side of Intersection.....................Page 3-3
Left Lane Closure on Far Side of Intersection...................Page 3-2
(Standard Sheet 619-61)..............................................................Page 3-1
Lane Closure at or Near Intersection
Flagging Operation Short or Intermediate Term Stationary
- TWO LANE ROADS7
- RAMPS6
TABLE OF CONTENTS
IIIREV 01/20/12
Traffic Signing for Milled Roadway with Side Road................Page 7-7
Work Zone Traffic Control Signing for Milled Roadway.........Page 7-6
2-Way Roadway................................................................................Page 7-5
Work Zone Traffic Control for Work Area on 2-Lane,
2-Way Curved Roadway..................................................................Page 7-4
Work Zone Traffic Control for Work Area on 2-Lane,
(Standard Sheet 619-60)...............................................................Page 7-3
Flagging Operation, 2-Lane, 2-Way Roadway
(Standard Sheet 619-21)...............................................................Page 7-2
Shoulder Closure 2-Lane, 2-Way Roadway
(Standard Sheet 619-20)...............................................................Page 7-1
Shoulder closure 2-Lane, 2-Way Roadway
on a 2-Lane or 3-Lane Freeway or Expressway....................Page 6-8
Delineation Spacing in the Vicinity of an Entrance Ramp
(Standard Sheet 619-34)...............................................................Page 6-7
Single Lane Closure Near Exit Ramp
Vicinity of an Exit Ramp..............................................................Page 6-6
Work Zone Traffic Control for Work Area before the
Lane in the Vicinity of an Entrance Ramp..............................Page 6-5
Work Zone Traffic Control for Work Area in a Travel
(Standard Sheet 619-33)...............................................................Page 6-4
Single Lane Closure Near Entrance Ramp
Ramp...................................................................................................Page 6-3
Delineation Spacing in the Vicinity of a Closed Exit
Traffic Signing for Milled On-Ramp.............................................Page 6-2
Traffic Signing for Milled Off-Ramp...........................................Page 6-1
3 LANE, 2-WAY8 -
3 LANE, 1-WAY9 -
- 4 LANE, 2-WAY10
5 LANES11 -
EXPRESSWAYS12 -
TABLE OF CONTENTS
IV REV 01/20/12
(Standard Sheet 619-32)..............................................................Page 12-2
Multi Lane Divided Highway/Expressway/Freeway
Single Lane Closure Long Term Stationary on a
Expressway/Freeway (Standard Sheet 619-31).......................Page 12-1
Stationary on a Multi-Lane Divided Highway/
Single Lane Closure Short or Intermediate Term
Two Lanes Closed on a 5-Lane Roadway..................................Page 11-1
(Standard Sheet 619-41)..............................................................Page 10-6
Double Interior Lane Closure on a Multi-Lane Roadway
Roadway...........................................................................................Page 10-5
Traffic Signing for 1-Lane Milled on a Multi-Lane
5-Lane, 2-Way Roadway(2-Lanes Closed)....................................Page 10-4
Work Zone Traffic Control for Work Area on 4 or
(1-Lane Closed/Left Lane Closure)............................................Page 10-3
5-Lane, 2-Way Roadway
Work Zone Traffic Control for Work Area on 4 or
5-Lane, 2-Way Roadway (Right Lane Closure)..........................Page 10-2
Work Zone Traffic Control for Work Area on 4 or
(Standard Sheet 619-30)..............................................................Page 10-1
Single Lane Closure on Multi-Lane, 2-Lane Roadway
1-Way Roadway (2-Lane Closure).................................................Page 9-1
Work Zone Traffic Control for Work Area on 3-Lane,
Center Turn Lane Closure (Standard Sheet 619-64).............Page 8-2
(Standard Sheet 619-63)..............................................................Page 8-1
Single Lane Shift on 3-Lane, 2-Way Roadway
SURVEY13 -
TABLE OF CONTENTS
V
(Vehicle Based Operation, NO Workers on Pavement)
REV 01/20/12
MOBILE14 -
1-Way Expressway, 2-Lanes closed.........................................Page 14-3
Work Zone Traffic Control for Mobile Work on 3-Lane,
1-Way Expressway, 2-Lanes closed..........................................Page 14-2
Work Zone Traffic Control for Mobile Work on 3-Lane,
3-Lane Expressway, 1-Lane closed..........................................Page14-1
Work Zone Traffic Control for Mobile Work on 2-Lane or
the Centerline of a low-Volume Roadway................................Page 13-2
Work Zone Traffic Control for Survey work along
a 2-Way highway...........................................................................Page 13-1
Work Zone Traffic Control for survey Work on
Multi-Lane Divided Highways.......................................................Page 12-10
Work Zone Traffic Control for Milled Expressways/
an Expressway (Option B)..........................................................Page 12-9
Work Zone Traffic Control for Emergency Closure of
an Expressway (Option A - Preferred)..................................Page 12-8
Work Zone Traffic Control for Emergency Closure of
(Standard Sheet 619-23)............................................................Page 12-7
Expressway/Freeway with Approach Ramp
Shoulder Closure Short or Intermediate Term Stationary
Freeway (Standard Sheet 619-22)...........................................Page 12-6
Shoulder Closure Long Term Stationary Expressway/
Expressway/Freeway (Standard Sheet 619-22).....................Page 12-5
Shoulder Closure Short or Intermediate Term Stationary
a Work Zone on a Multi Lane Expressway.............................Page 12-4
Work Zone Traffic Control for Multi Work Areas within
(Standard Sheet 619-40)............................................................Page 12-3
Stationary Expressway/Freeway
Double Lane Closure Short or Intermediate Term
TABLE OF CONTENTS
VI REV 01/20/12
Roadway (Standard Sheet 619-21)...........................................Page 14-15
Shoulder Closure Mobile Operation, 2-Lane, 2-Way
(Mulching/Herbicide) 2-Lane, 2-way Roadway ........................Page 14-14
Work Zone Traffic Control for Mobile Operation
2-Way Roadway.............................................................................Page 14-13
Marking Operation (Slow Drying) w/Delineation,
Work Zone Traffic Control for Mobile Pavement
Marking Operation........................................................................Page 14-12
Work Zone Traffic Control for Mobile Pavement
3-Lane, 1-Way Expressway (2-Lanes Closed)...........................Page 14-11
Work Zone Traffic Control for Mobile Operation on
1-Way Expressway, 1-Lane Closed............................................Page 14-10
Delineation, Narrow Shoulder) on 3-Lane or 2-Lane
Placement of Rapid-Dry pavement (w/o
Work Zone Traffic Control for Mobile operation
w/o Delineation on Expressways................................................Page 14-9
Placement of Rapid-Dry Pavement Markings
Work Zone Traffic Control for Mobile Operation
a 5-Lane Roadway.........................................................................Page 14-8
in the Center Turn Lane with the Left Lane Closed of
Work Zone Traffic Control for Mobile Maintenance Work
on a Shoulder of an Expressway Exit Ramp ........................Page 14-7
Work Zone Traffic Control for Mobile Maintenance Work
Shoulder Less Than 8’) ..............................................................Page 14-6
3-Lane, 1-Way Expressway, 1-Lane Closed (Paved
Work Zone Traffic Control for Mobile Work on 2-Lane or
1-Way Expressway/Shoulder Closure .......................................Page 14-5
Work Zone Traffic Control for Mobile Work on 3-Lane,
or 3-Lane Expressway, 1-Lane Closed ...................................Page 14-4
Work Zone Traffic Control for Mobile Work on 2-Lane
SHORT DURATION15 -
TABLE OF CONTENTS
VII
(Work that Occupies a Location for up to 1 Hour)
REV 01/20/12
Conventional Highway..................................................................Page 15-6
Stationary Interior Lane Closed(4-Lane
Work Zone Traffic Control for Short Duration
8 Ft or Wider) ...........................................................................Page 15-5
Stationary Right Shoulder Closed (Paved Shoulder
Work Zone Traffic Control for Short Duration
on 2-Lane Roadway ..................................................................Page 15-4
Operation (Mowing) with Lane Encroachment
Work Zone Traffic Control for Short Duration
Operation (Mowing) with Shoulder Encroachment.................Page 15-3
Work Zone Traffic Control for Short Duration
Operation (Mowing) with Lane Encroachment ......................Pade 15-2
Work Zone Traffic Control for Short Duration
Operation (Mowing) off the Shoulder ...................................Page 15-1
Work Zone Traffic Control for Short Duration
Operation (Mowing) on Conventional Roadways.......................Page 15-12
Work Zone Traffic Control for Short Duration
Less than 8 Ft) on Freeway or Expressway.......................Page 15-11
Stationary Right 2-Lanes Closed (Paved Shoulder
Work Zone Traffic Control for Short Duration
8 Ft or Widwe) on Freeway or Expressway.........................Page 15-10
Stationary Right 2-Lanes Closed (Paved Shoulder
Work Zone Traffic Control for Short Duration
8 Ft or Wider) on Freeway or Expressway.........................Page 15-9
Stationary Right Shoulder Closed (Paved Shoulder
Work Zone Traffic Control for Short Duration
less than 8 Ft) on Freeway or Expressway........................Page 15-8
Stationary Right Shoulder Closed (Paved Shoulder
Work Zone Traffic Control for Short Duration
8 Ft or Wider) on Freeway or Expressway.........................Page 15-7
Stationary Right Shoulder Closed (Paved Shoulder
Work Zone Traffic Control for Short Duration
MISC17 -
TABLE OF CONTENTS
VIII REV 01/20/12
SHORT TERM16 - than 1 Hour within a single Daylight period)
(Daytime work that Occupies a Location for more
Conventional Highway..................................................................Page 15-15
Closed on Low Speed (30-40 MPH) 4-Lane
Stationary Center Turn Lane and Interior Lane
Work Zone Traffic Control for Short Duration
Conventional Highway..................................................................Page 15-14
Closed on High Speed (45-55 MPH) 4-Lane
Stationary Center Left Turn Lane and Interior Lane
Work Zone Traffic Control for Short Duration
or Expressway.............................................................................Page 15-13
(Paved Shoulder 8 Ft or Wider) on Freeway
Operation (Mowing) with Shoulder Encroachment
Work Zone Traffic Control for Short Duration
Daytime Only................................................................................Page 17-2
Intersection for Less than one (1) Hour,
Work Zone Traffic Control for Signal Work at an
(Standard Sheet 619-65)..........................................................Page 17-1
Freeway Long Term Stationary
Multi-Lane Shift for Multi-Lane Roadway/Expressway/
(During Work Hours)....................................................................Page 16-4
with a Work Area Prior to Intersection, Short Term
Work Zone Traffic Control for a 2-Lane Roadway
(Standard Sheet 619-24)...........................................................Page 16-3
Term Stationary Expressway/Freeway Exit Ramp
Partial Exit Ramp Closure Short or Intermediate
and the Left Lane of a 5-Lane Roadway..............................Page 16-2
Maintenance Work in the Center Turn Lane
Work Zone Traffic Control for Short Term
Ramp (Left Shoulder)..................................................................Page 16-1
Work Area on a Shoulder of an Expressway Exit
Work Zone Traffic Control for Short Term Stationary
(Left Shoulder)............................................................................Page 15-16
Work Area on a Shoulder of an Expressway Exit Ramp
Work Zone Traffic Control for Short Duration Stationary
TABLES18 -
TABLE OF CONTENTS
IXREV 01/20/12
Table II.........................................................................................Page 18-2
Table 6C-3 and 6H-4 (Standard Sheet 619-11)....................Page 18-1
All Road Types............................................................................Page 17-3
Operations involving Work Beyond the Shoulder,
Work Zone Traffic Control for All Duration
Table NY2C-4...............................................................................Page 18-3
Table NY6H-3 (Standard Sheet 619-11).................................Page 18-4
Table 619-4 and NY6C-2 (Standard Sheet 619-11).............Page 18-5
Work Zone Traffic Control Sign Table
(Standard Sheet 619-12)..........................................................Page 18-6
Work Zone Traffic Control Sign Table
(Standard Sheet 619-12)..........................................................Page 18-7
Work Zone Traffic Control Sign Table
(Standard Sheet 619-12)..........................................................Page 18-8
Work Zone Traffic Control Sign Table
(Standard Sheet 619-12),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,............................Page 18-9
Work Zone Traffic Control Sign Table
(Standard Sheet 619-12)..........................................................Page 18-10
Table NY2-A & Table NT2-B (Standard Sheet 619-11) .......Page 18-11
Table 212-1 & Table 619-1.......................................................Page 18-12
Reference Guide for Work Zone Traffic Control
(Pavement Markings, Traffic Signals)....................................Page 18-14
Reference Guide for Work Zone Traffic Control
Tables NY1-A and NY1-B, Barrier and Shadow Vehicle
Use Requirement Tables ..........................................................Page 18-13
TABLE OF CONTENTS
X REV 01/20/12
Nighttime Construction, Transverse Bumps........................Page 18-18
Reference Guide for Work Zone Traffic Control
Police Enforcement, VMS, Barrier...........................................Page 18-17
Station Enhanced Set-up, Speed Limit Reduction,
Reference Guide for Work Zone Traffic Control Flagger
and Work Zone Intrusion Countermeasures.........................Page 18-16
Pedestrians & Bicycle Requirements, Flagging
Reference Guide for Work Zone Delineation, Detours,
Reference Guide for Work Zone Traffic Control Speeds,
Nightwork, Sign Covers, Variable Message Signs,
Temporary Traffic Signals and Channelization....................Page 18-15
Web Site Information for this Manual..................................Page 18-22
619-51 to 619-71.......................................................................Page 18-21
Lists of Work Zone Traffic Control Standard Sheets
619-23 to 619-50.......................................................................Page 18-20
Lists of Work Zone Traffic Control Standard Sheets
619-3R1 to 619-22.....................................................................Page 18-19
Lists of Work Zone Traffic Control Standard Sheets
3.
2.
1.
GENERAL NOTES
ACTIVITY AREA
2.
1.
POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE.
SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE NEW YORK STATE
REPAIRS OUTSIDE NORMAL WORKING HOURS. THE ENGINEER WILL PROVIDE THE
AUTHORIZED TO SECURE LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY
NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE
THE CONTRACTOR SHALL PROVIDE THE ENGINEER, IN WRITING, WITH THE
WORKING DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS.
APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30)
SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR
FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC CONTROL PLAN.
TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT
THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE FIVE (5) WORK DAYS PRIOR
REVISIONS TO THE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY
THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED
MUTCD, REFLECT THE MINIMUM REQUIREMENTS.
THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE
AREAS.
SIGNS AND THAT LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL WORK
PROXIMITY, THE CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING
WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE
UNLESS OTHERWISE APPROVED BY THE ENGINEER.
BETWEEN CONSTRUCTION OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY,
THE CONTRACTOR SHALL MAINTAIN A MINIMUM 500’ LONGITUDINAL DISTANCE
Work Zone Traffic Control
Notes for
XI
SIGNS
1.
APPROVAL BY THE ENGINEER-IN-CHARGE.
OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO
PLANS AND DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND
THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL
REV 01/20/12
SIGNS
Work Zone Traffic Control
Notes for
XII
7.
6.
5.
4.
3.
2.
NYR9-12 MAY BE USED IN PLACE OF NYR9-11.
REGIONAL DIRECTOR OR BY HIS/HER DESIGNEE.
THE MUTCD. ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE
THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN
NOT PERMITTED.
TYPE BRACKET. LAYING THE SIGN DOWN IN A HORIZONTAL POSITION IS
BARRIER IS IN PLACE MAY BE MOUNTED ON THE BARRIER WITH A SADDLE
SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN
LANE, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.
LANE, SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE ACTIVE TRAVEL
IN CASES WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE
MULTI-LANE DIVIDED HIGHWAYS, MULTI-LANE RAMPS, AND ONE-WAY STREETS.
ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF
NOT OBSTRUCT A MOTORIST’S LINE OF SIGHT.
SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO
CONTRACT.
CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED IN THIS
APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL
REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL
THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED,
ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH
PUBLIC ACCESS
1.
CHANNELIZING DEVICES
TRAVELED WAY.
PLACED SO AS TO PROVIDE A MINIMUM 2’ LATERAL CLEARANCE TO THE
WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE
1.
ALL DRIVEWAYS AS SOON AS POSSIBLE.
DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO
USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES, AT LEAST ONE
BE NOTIFIED BY THE CONTRACTOR AT LEAST 24 HOURS PRIOR TO RESTRICTING
PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL
REV 01/20/12
LANE CLOSURES
2.
1.
LANE WIDTHS
3.
2.
1.
BARRIER/SHADOW VEHICLES
INCIDENTS AT LOCATIONS OUTSIDE THE CONTRACT LIMITS.
IF THE ROUTE IS NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE
THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIME
PERMIT.
VISIBILITY, I.E. BEFORE CURVES AND CRESTS, TO THE EXTENT CONDITIONS
THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMUM
MANNER.
THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN A TIMELY
THAT RESULTS IN THE REDUCED WIDTH OF AN EXISTING ROADWAY, SO THAT
MINIMUM OF 21 CALENDAR DAYS IN ADVANCE OF PERFORMING ANY WORK
THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE ENGINEER, A 2.
1.
ROADWAYS IS 10’.
EXPRESSWAYS IS 11’. THE MINIMUM LANE WIDTH FOR ALL OTHER TYPES OF
WORK ZONE TRAVEL LANES SHALL BE AS FOLLOWS: FREEWAYS AND/OR
UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR
IN THE UNIT BID PRICE FOR BASIC WORK ZONE TRAFFIC CONTROL.
CONJUNCTION WITH POLICE PRESENCE IN THE WORK ZONE, TO BE INCLUDED
THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER VEHICLE IN
AREA (ROLL AHEAD DISTANCE).
LOCATED BETWEEN THE BARRIER OR SHADOW VEHICLE AND THE ACTIVE WORK
NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS SHALL BE
SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
BARRIER AND SHADOW VEHICLES SHALL BE REQUIRED AS PER STANDARD
Work Zone Traffic Control
Notes for
XIII
2.
AND FROM THE WORK AREA.
FROM RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO
SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS
REV 01/20/12
NOTE
accepted standards.
and so far as practicable conform to nationally
Such uniform system shall correlate with
for the use upon highways within this state.
consistent with the provisions of this chapter
a uniform system of traffic-control devices
shall adopt a manual and specifications for
(a) The Department of Transportation
Devices.
shall adopt a Manual on Uniform Traffic Control
Section 1680, The Department of Transportation
As per the Vehicle and Traffic Law,
to the M.U.T.C.D.
(MUTCD) and the New York State Addendum
on Uniform Traffic Control Devices
is a "Refinement/Update" to the Manual
This Work Zone Traffic Control Manual
XIV REV 01/20/12
Time and Holiday Restrictions for Road Work
XV
6) Roadwork is defined as any lane and/or shoulder work that requires closure.
other relevant information/justification that will assist in making a determination.
E-mail shall contain date(s), time, route, lane(s) duration, reason for waiver and any
Contoller (STC). E-mail the STC at [email protected] for prior approval.
waiver of these restrictions need to be approved by the Surface Transportation
5) Time restrictions are for any work day, Sunday through Saturday, inclusive. Any
and any other relevant information/justification that will assist in making a determination.
approval. E-mail shall contain date(s), time(s), route, lane(s), duration, reason for waiver
require approval by the STC. E-mail the STC at [email protected] for prior
approval of the Surface Transportation Controller (STC). All double lane closures will
variances to time restrictions will be considered on a case-by-case basis and only with
4) Time restrictions are for single lane closures and shoulder closures. Site specific
Christmas Day (List Dates of Observed Weekdays)
Thanksgiving Day (List Dates of Observed Weekdays)
Independence Day (List Dates of Observed Weekdays)
noon the day after, on the following weekday hoildays:
3) No work/shoulder closure/lane closure will be allowed from noon the day before until
Canada Civic Holiday (List Dates of Observed Holiday Weekend)
Labor Day (List Dates of Observed Holiday Weekend)
Independence Day (List Dates of Observed Weekend)
Canada Day (List Dates of Observed Holiday Weekend)
Memorial Day (List Dates of Observed Holiday Weekend)
Victoria Day (List Dates of Observed Holiday Weekend)
on the following observed holiday weekend:
2) No work/shoulder closure/lane closure will be allowed from noon Friday until Tuesday,
and take-down of work zones.
during (Time Restrictions from Table A or Table B). These time restrictions include the set-up
1) No work/shoulder closure/lane closure shall be allowed on (Route Number & Direction)
NOTE:
Plans for any route whose project limits are listed in Table A or Table B:
Designers shall complete and include the following notes on the Work Zone Traffic Control
REV 01/20/12
Church Street
Church Street
Goodell St NY Rte 33 to Main St
NY Route 75
NY Route 75
US Route 62
US Route 62
US Route 20
US Route 20
NY Rte 130 to Maple/Greiner
Maple/Greiner to NY Rte 130
Erie County
US Route 20
US Route 20
US Route 20
US Route 20
Transit Rd to Cayuga/Dick Rds
See Page XXI to XXIV
Dick/Cayuga Rds to Transit Rd
See Page XXI to XXIV
See Page XXV
See Page XXV
TABLE A
ROUTE DIRECTION LIMITS TIME RESTRICTIONS
NY Route 5
NY Route 5
NY Route 5
NY Route 5
Eastbound
Westbound
Northbound
Southbound
Eastbound
Westbound
Old Lake Shore Rd to Church St
Church St to Old Lake Shore Rd
US Route 62 to NY Route 78
NY Route 78 to US Route 62
NY Route 33
NY Route 33
Eastbound
Westbound
Elm Street
Oak Street
Interstate 190 to Goodell Street
Goodell Street to Interstate 190
6am-9am & 3pm-6pm
6am-9am
3pm-6pm
6am-9am & 3pm-6pm
NY Route 78
NY Route 78
Northbound
Southbound
6am-9am & 3pm-6pm
6am-9am & 3pm-6pm
6am-9am
NY Route 198
NY Route 198
Eastbound
Westbound
US Route 219
US Route 219
Northbound
Southbound
Armour Duells to Interstate 90
Interstate 90 to Armour Duells
6am-9am
3pm-6pm
Eastbound 6am-9am
3pm-6pmWestbound
Westbound
Eastbound
Westbound
Northbound
Southbound
Northbound
Southbound
6am-9am
3pm-6pm
6am-9am & 3pm-6pm
6am-9am & 3pm-6pm
6am-9am & 3pm-6pm
Lower Terrace Ave to Main St
Main St to Lower Terrace
6am-9am
Eastbound
Westbound
NY Rte 179 to Michael Rd 12pm-6pm
Michael Rd to NY Rte 179 12pm-6pm
Michael Rd to NY Rte 400 3pm-6pm
NY Rte 400 to Michael Rd 3pm-6pm
Westbound
Eastbound
3pm-6pm
French Rd to Broadway
Broadway to French Rd
7am-9am & 3pm-6pm
Westbound
EastboundGenesee Street
Genesee Street
Note: 1) See page XVIII for additional information
Time and Holiday Restrictions
EastboundTupper Street 3pm-6pmN. Oak Street to Elm Street
See Page XXVI to XXVII
See Page XXVI to XXVII
US Rte 62 to St Francis Dr
St Francis Dr to US Rte 62
XVI
Eastbound
Westbound
NY Route 179
NY Route 179
NY Rte 5 to US Rte 62 3pm-6pm
US Rte 62 to NY Rte 5
REV 01/20/12
7am-9am
NY Route 179 3pm-6pmEB & WB US Rte 62 to US Rte 219
Erie County
NY Route 240
NY Route 240
NY Route 263
NY Route 263
NY Route 384
NY Route 384
NY Route 425
NY Route 425
Northbound
Southbound
Southbound
Walden Ave (952Q)
Walden Ave (952Q)
Eastbound
Westbound
NY Route 240
NY Route 384
NY Route 384
Northbound
Southbound
NY Route 425
NY Route 425
Northbound
Southbound
Walden Ave (952Q)
Walden Ave (952Q)
Walden Ave (952Q)
Walden Ave (952Q)
Eastbound
Eastbound
Westbound
Westbound
NY Route 277
NY Route 277
Northbound
Southbound
6am-9am & 3pm-6pm
6am-9am & 3pm-6pm
TABLE A
ROUTE DIRECTION LIMITS TIME RESTRICTIONS
Interstate 990
6am-9am & 3pm-6pm
6am-9am & 3pm-6pm
Interstate 290
Interstate 290
Eastbound
Eastbound
Westbound
Westbound
Northbound
Northbound
Southbound
Southbound
NY Route 324
NY Route 324
NY Route 400
NY Route 400
Interstate 990
Northbound
Southbound 3pm-6pm
Northbound
Southbound
6am-9am & 3pm-6pm
6am-9am & 3pm-6pm
NY Rte 324 to Genesee St
3pm-6pmGenesee St to NY Rte 324
Southbound 3pm-6pmMile Strip Rd to Union Rd
NY Rte 324 to NY Route 270
NY Route 270 to NY Rte 324
Seneca St to Wehrle Dr
Wehrle Dr to Seneca St
Nottingham Terr to NY Rte 324
NY Rte 324 to Nottingham Terr
7am-9am
3pm-6pm
NY Rte 324 to I-290
I-290 to NY Rte324
3pm-7pm
3pm-7pm
7am-9am & 3pm-6pm
7am-9am & 3pm-6pm
3pm-6pm
7am-9am
NY Rte 240 to Interstate 90
Interstate 90 to NY Rte 240
3pm-6pm
3pm-6pm
Interstate 90 to NY Rte 277
NY Rte 277 to Interstate 90
7am-9am & 3pm-6pm
7am-9am & 3pm-6pm
NY Rte 277 to NY Rte 78
NY Rte 78 to NY Rte 277
3pm-6pm
7am-9am
Northbound Eggert Rd to Youngs St
Youngs St to Eggert Rd
Youngs St to Niagara CL
Niagara CL to Youngs St
Note: 1) See page XVIII for additional information
See Page XXXII
See Page XXXII
Time and Holiday Restrictions
See Page XXXIII
See Page XXXIII
See Page XXVIII to XXXI
See Page XXVIII to XXXI
XVIIREV 01/20/12
Belmont Ave. to NY Route 78
NY Route 78 to Belmont Ave.
Erie County
NY Rte 33 - Kensington Expressway
TABLE A
EASTBOUND WESTBOUND
Lane Closures
Segment
Elm/Oak Arterial to Jefferson Ave Jefferson Ave to Elm/Oak Arterial
2 Lanes Closed - 7pm to 8am
6pm to 7pm
1 Lane Closed - 8am to 4pm
M - F No Lane Closures - 4pm to 6pm
2 Lanes Closed - Anytime
1 Lane Closed - Anytime
Sat. No Lane Closures - Does Not Apply
2 Lanes Closed - Anytime
1 Lane Closed - Anytime
Sun. No Lane Closures - Does Not Apply
2 Lanes Closed - Anytime
1 Lane Closed - Anytime
Sun. No Lane Closures - Does Not Apply
Jefferson Ave to Best Street Best Street to Jefferson Ave
2 Lanes Closed - 8pm to 7am
6pm to 8pm
1 Lane Closed - 7am to 3pm
M - F No Lane Closures - 3pm to 6pm
2 Lanes Closed - Anytime
1 Lane Closed - Anytime
Sun. No Lane Closures - Does Not Apply
2 Lanes Closed - 7pm to 7am
1 Lane Closed - 10am to 7pm
M - F No Lane Closures - 7am to 10am
2 Lanes Closed - Anytime
1 Lane Closed - Anytime
Sun. No Lane Closures - Does Not Apply
Best Street to Humboldt Pkwy Humboldt Pkwy to Best Street
2 Lanes Closed - Any Other Time
1 Lane Closed - 11am to 7pm
Sat. No Lane Closures - Does Not Apply
2 Lanes Closed - Any Other Time
1 Lane Closed - 4pm to 6pm
Sat. No Lane Closures - Does Not Apply
Note: 1) See page XVIII for additional information
2 Lanes Closed - 7pm to 7am
1 Lane Closed - 10am to 7pm
M - F No Lane Closures - 7am to 10am
2 Lanes Closed - Any Time
1 Lane Closed - Any Time
Sat. No Lane Closures - Does Not Apply
2 Lanes Closed - 2pm thru Sunday
1 Lane Closed - 10am to 2pm
Sat. No Lane Closures - Does Not Apply
2 Lanes Closed - 8pm to 7am
6pm to 8pm
1 Lane Closed - 7am to 3pm
M - F No Lane Closures - 3pm to 6pm
2 Lanes Closed - 7pm to 7am
1 Lane Closed - 10am to 7pm
M - F No Lane Closures - 7am to 10am
2 Lanes Closed - Noon to 10am(Sun.)
1 Lane Closed - 8am to Noon
Sat. No Lane Closures - Does not Apply
Time and Holiday Restrictions
XVIII REV 01/20/12
Erie County
NY Rte 33 - Kensington Expressway
TABLE A
EASTBOUND WESTBOUND
Lane Closures
Segment
Best Street to Humboldt Pkwy Humboldt Pkwy to Best Street
Humboldt Pkwy to NY Rte 198 NY Rte 198 to Humboldt Pkwy
NY Rte 198 to Grider Street Grider Street to NY Rte 198
2 Lanes Closed - 11pm to 6am
1 Lane Closed - 7pm to 11pm
M - F No Lane Closures - 6am to 7pm
2 Lanes Closed - 8pm to 7am
7am to 3pm
1 Lane Closed - 6pm to 8pm
M - F No Lane Closures - 3pm to 6pm
2 Lanes Closed - Any Other Time
1 Lane Closed - 1pm tp 5pm
Sun. No Lane Closures - Does Not Apply
2 Lanes Closed - 9pm to 7am (Mon)
1 Lane Closed - 10am to 9pm
Sun. No Lane Closures - Does Not Apply
2 Lanes Closed - 7pm to 7am (Mon)
1 Lane Closed - 10am to 7pm
Sun. No Lane Closures - Does Not Apply
Note: 1) See page XVIII for additional information
(until 12pm Sun.)
2 Lanes Closed - Any other time
1 Lane Closed - 11am to 6pm
Sat. No Lane Closures - Does Not Apply
(until 7am Mon,)
2 Lanes Closed - Any Other Time
1 Lane Closed - 2pm to 5pm
Sun. No Lane Closures - Does Not Apply
2 Lanes Closed - 8pm to 7am
1 Lane Closed - 10am to 8pm
M - F No Lane Closures - 7am to 10am
(until 9am Sun.)
2 Lanes Closed - Any other time
1 Lane Closed - 8am to 1pm
Sat. No Lane Closures - Does not apply
(until 7am Mon.)
2 Lanes Closed - Any othe time
1 Lane Closed - 9am to 8pm
Sun. No Lane Closures - Does Not Apply
2 Lanes Closed - 10pm to 7am
1 Lane Closed - 7pm to 10pm
M - F No Lane Closures - 7am to 7pm
2 Lanes Closed - 11pm to 10am(Sun.)
4pm to 11pm
1 Lane Closed - Before Noon
Sat. No Lane Closures - Noon to 4pm
2 Lanes Closed - Prior to 8am
1 Lane Closed - 8am to Midnight
Sat. No Lane Closures - Does not Apply
2 Lanes Closed - Prior to 9am
1 Lane Closed - 9am to Midnight
Sun. No Lane Closures - Does not Apply
Time and Holiday Restrictions
XIXREV 01/20/12
Erie County
NY Rte 33 - Kensington Expressway
TABLE A
EASTBOUND WESTBOUND
Lane Closures
Segment
1 Lane Closed - 8pm to 6am
M - F No Lane Closures - 6am to 8pm
Note: 1) See page XVIII for additional information
2 Lanes Closed - 10pm to 7am
6pm to 10pm
1 Lane Closed - 7am to Noon
M - F No Lane Closures - Noon to 6pm
2 Lanes Closed - 10pm to 6am
1 Lane Closed - 10am to 10pm
M - F No Lane Closures - 6am to 10am
2 Lanes Closed - 10pm to 7am
6pm to 10pm
1 Lane Closed - 7am to Noon
M - F No Lane Closures - Noon to 6pm
8pm to 10am(Sun)
2 Lanes Closed - Prior to 8am
1 Lane Closed - 8am to 8pm
Sat No Lane Closures - Does Not Apply
2 Lanes Closed - 6pm to7am(Mon)
1 Lane Closed - 10am to 6pm
Sun No Lane Closures - Does Not Apply
2 Lanes Closed - 11pm to 6am
6pm to 11pm
1 Lane Closed - 10am to 2pm
2pm to 6pm
M - F No Lane Closures - 6am to 10am
Prior to 9am
(Sun. Only)
2 Lanes Closed - 10pm to Noon
1 Lane Closed - 9am to 10pm
Sat No Lane Closures - Does Not Apply
8pm to 6am(Mon)
2 Lanes Closed - Prior to Noon
1 Lane Closed - Noon to to 8pm
Sun No Lane Closures - Does Not Apply
7pm to Noon (Sun)
1 Lane Closed - Prior to 9pm
Sat No Lane Closures - 9am to 7pm
7pm to 6am(Mon)
1 Lane Closed - Prior to Noon
Sun No Lane Closures - Noon to 7pm
1 Lane Closed - 9pm to 6am
M - F No Lane Closures - 6am to 9pm
8pm to 10am (Sun)
1 Lane Closed - Prior to 9am
Sat No Lane Closures - 9am to 8pm
7pm to 6am(Mon)
1 Lane Closed - Prior to 10am
Sun No Lane Closures - 10am to 7pm
I-90 to NY Rte 277 (Union Rd) NY Rte 277 (Union Rd) to I-90
NY Rte 240 (Harlem Rd) to I-90 I-90 to NY Rte 240 (Harlem Rd)
Grider St to NY Rte 240 (Harlem Rd)NY Rte 240 (Harlem Rd) to Grider St
Time and Holiday Restrictions
XX REV 01/20/12
Erie County
NY Rte 33 - Kensington Expressway
TABLE A
EASTBOUND WESTBOUND
Lane Closures
Segment
1 Lane Closed - 6pm to 6am
M - F No Lane Closures - 6am to 6pm
Sat. 1 Lane Closed - Anytime
Sun. 1 Lane Closed - Anytime
1 Lane Closed - 7pm to 6am
M - F No Lane Closures - 6am to 7pm
Sat. 1 Lane Closed - Anytime
Sun. 1 Lane Closed - Anytime
Dick Rd./Cayuga Rd.
to
NY Rte 277 (Union Rd.)
NY Rte 277 (Union Rd.)
to
Dick Rd./Cayuga Rd.
6pm to 7am
1 Lane Closed - 9am to 2pm
2pm to 6pm
M - F No Lane Closures - 7am to 9am
6pm to 6am
1 Lane Closed - 9am to 3pm
3pm to 6pm
M - F No Lane Closures - 6am to 9am
Note: 1) See page XVIII for additional information
NY Rte 33 (Genesee St)
to
Dick Rd./Cayuga Rd.
Dick Rd./Cayuga Rd.
to
NY Rte 33 (Genesee St)
Time and Holiday Restrictions
XXIREV 01/20/12
Erie County
US 62
TABLE A
NORTHBOUND SOUTHBOUND
Lane Closures
Segment
Note: 1) See page XVIII for additional information
Time and Holiday Restrictions
Niagara County Line to Robinson Rd
6pm to 6am
1 Lane Closed - 9am to 3pm,
3pm to 6pm
M - F No Lane Closures - 6am to 9am
Robinson Rd to Niagara County Line
6pm to 6am
1 Lane Closed - 9am to 3pm,
3pm to 6pm
M - F No Lane Closures - 6am to 9am
1 Lane Closed - N/A
Sat. No Lane Closures - N/A
1 Lane Closed - N/A
Sat. No Lane Closures - N/A
1 Lane Closed - N/A
Sun. No Lane Closures - N/A
1 Lane Closed - N/A
Sun. No Lane Closures - N/A
I-290 to Robinson Rd. Robinson Rd. to I-290
1 Lane Closed - 5pm to 10am
Sun. No Lane Closures - Noon to 5pm
1 Lane Closed - 8pm to 7am
M - F No Lane Closures - 7am to 8pm
NY 5 to NY 324 NY 324 to NY 5
2 Lanes Closed - 8pm - 6am
Mon - Sun 1 Lane Closed - Anytime
2 Lanes Closed - 8pm - 6am
Mon - Sun 1 Lane Closed - Anytime
3pm to 6pm
M - F No Lane Closures - 6am to 9am
3pm to 6pm
M - F No Lane Closures - 6am to 9am
1 Lane Closed - 8pm to 10am
M - F No Lane Closures - 10am to 8pm
1 Lane Closed - 7pm to Noon(Sun)
Sat. No Lane Closures - Noon to 7pm 1 Lane Closed - 7pm to 11am(Sun)
Sat. No Lane Closures - 10am to 7pm
1 Lane Closed - 3pm to 7am(Sun)
Sun. No Lane Closures - 11am to 3pm
NY 324 to Ridge Lea/Koenig Ridge Lea/Koenig to NY 324
XXII REV 01/20/12
Erie County
NY Rte 198
TABLE A
EASTBOUND WESTBOUND
Lane Closures
Segment
Grant St. to Elmwood Ave.
I-190 to Grant St. Grant St. to I-190
Elmwood Ave. to Grant St.
Elmwood Ave. to Delaware Ave. Delaware Ave. to Elmwood Ave.
3pm to 6pm
M - F No Lane Closures - 6am to 9am
3pm to 6pm
M - F No Lane Closures - 6am to 9am
3pm to 6pm
M - F No Lane Closures - 6am to 9am
3pm to 6pm
M - F No Lane Closures - 6am to 9am
Note: 1) See page XVIII for additional information
Sat/Sun - Can close 1 Lane anytime Sat/Sun - Can close 1 Lane anytime
Sat/Sun - Can close 1 Lane anytime Sat/Sun - Can close 1 Lane anytime
2pm to 6pm
M - F No Lane Closures - 7am to 9am
Sat/Sun - Can close 1 Lane anytime Sat/Sun - Can close 1 Lane anytime
3pm to 6pm
M - F No Lane Closures - 7am to 9am
Time and Holiday Restrictions
XX11IREV 01/20/12
Erie County
NY Rte 198
TABLE A
EASTBOUND WESTBOUND
Lane Closures
Segment
Delaware Ave. to Parkside Parkside to Delaware Ave
M - F No Lane Closures - 7am to 7pm
Parkside to NY Rte 33 NY Rte 33 to Parkside
2 Lanes Closed - 7pm to 7am
1 Lane Closed - 9am to 3pm
3pm to 7pm
M - F No Lane Closures -7am to 9am
2 Lanes Closed - 7pm to 7am
1 Lane Closed - 9am to 3pm
3pm to 7pm
M - F No Lane Closures - 7am to 9am
Note: 1) See page XVIII for additional information
Sat. No Lane Closures - 11am to 5pm
M - F No Lane Closures - 7am to 7pm
Sun. Can Close 1 Lane anytimeSun. No Lane Closures - 2pm to 4pm
Sat. No Lane Closures - 1pm to 5pm
2-Lane Closure - 9am to 8pm
1-Lane Closure - N/A
Sat. No Lane Closures - N/A
2-Lane Closure - 11am to 6pm
1-Lane Closure - N/A
Sun. No Lane Closures - N/A
2-Lane Closure - 10am to 8pm
1-Lane Closure - N/A
Sat. No Lane Closures - N/A
2-Lane Closure - Noon to 8pm
1-Lane Closure - N/A
Sun. No Lane Closures - N/A
Time and Holiday Restrictions
XXIV REV 01/20/12
Erie County
I - 290
Colvin Blvd. to Delaware Ave.
TABLE A
EASTBOUND WESTBOUND
Lane Closures
Segment
Delaware Ave. to I-190I-190 to Delaware Ave.
Delaware Ave. to Colvin Blvd. Colvin Blvd. to Delaware Ave.
Note: 1) See page XVIII for additional information
2 Lanes Closed - 8pm to 7am
6pm to 8pm
1 Lane Closed - 9am to 3pm,
3pm to 6pm
M - F No Lane Closures - 7am to 9am
2 Lanes Closed - 9am to 8pm
1 Lane Closed - N/A
Sat. No Lane Closures - N/A
2 Lanes Closed - 11am to 6pm
1 Lane Closed - N/A
Sun. No Lane Closures - N/A
2 Lanes Closed - Noon to 7pm
1 Lane Closed - N/A
Sun. No Lane Closures - N/A
2 Lanes Closed - 11am to 4pm
1 Lane Closed - N/A
Sat. No Lane Closures - N/A
2 Lanes Closed - 10pm to 7am
7pm to 10pm,
1 Lane Closed - 9am to 3pm
3pm to 7pm
M - F No Lane Closures - 7am to 9am
2 Lanes Closed - 10pm to 6am
7pm to 10pm
1 Lane Closed - 6am to 7am
M - F No Lane Closures - 7am to 7pm
2 Lanes Closed - 11pm to 9am(Sun)
6pm to 11pm
1 Lane Closed - 7am to 10am
Sat. No Lane Closures - 10am to 6pm
2 Lanes Closed - 10pm to 6am
7pm to 10pm
1 Lane Closed - 6am to 7am,
M - F No Lane Closures - 7am to 9am
2 Lanes Closed - 11pm to 6am(Mon)
6pm to 11pm
1 Lane Closed - 9am to Noon
Sun. No Lane Closures - Noon to 6pm
to 9am(Sun)
2 Lanes Closed - Midnight
7pm to Midnight
1 Lane Closed - 8am to 11am
Sat. No Lane Closures - 11am to 7pm
2 Lanes Closed - 11pm to 6am(Mon)
5pm to 11pm
1 Lane Closed - 9am to 11am
Sun. No Lane Closures - 11am to 5pm
Time and Holiday Restrictions
XXVREV 01/20/12
Erie County
I - 290
Colvin Blvd. to US Rte 62 US Rte 62 to Colvin Blvd.
US Rte 62 to I-990 I-990 to US Rte 62
TABLE A
EASTBOUND WESTBOUND
Lane Closures
Segment
2 Lanes Closed -11pm to 6am (Mon)
5pm to 11pm
1 Lane Closed - 9am to 11am,
Sun. No Lane Closures - 11am to 5pm
2 Lanes Closed - 10pm to 6am(Mon)
6pm to 10pm
1 Lane Closed - 8am to 11am
Sun. No Lane Closures - 11am to 6pm
2 Lanes Closed - 10pm to 6am (Mon)
6pm to 10pm
1 Lane Closed - 9am to 11am
Sun. No Lane Closures - 11am to 6pm
Note: 1) See page XVIII for additional information
2 Lanes Closed - 10pm to 6am
7pm to 10pm
1 Lane Closed - 6am to 7am,
M - F No Lane Closures - 7am to 7pm
2 Lanes Closed - 11pm to 9am(Sun)
6pm to 11pm
1 Lane Closed - 7am to 10am,
Sat. No Lane Closures - 10am to 6pm
2 Lanes Closed - 10pm to 6am
7pm to 10pm
1 Lane Closed - 6am to 7am
M - F No Lane Closures - 7am to 7pm
2 Lanes Closed -11pm to 6am (Mon)
6pm to 11pm
1 Lane Closed - 9am to Noon
Sun. No Lane Closures - Noon to 6pm
2 Lanes Closed - 10pm to 6am
1 Lane Closed - 7pm to 10pm
M - F No Lane Closures - 6am to 7pm
2 Lanes Closed - 11pm to 8am(Sun)
6pm to 11pm
1 Lane Closed - 7am to 9am,
Sat. No Lane Closures - 9am to 6pm
2 Lanes Closed - 10pm to 6am
7pm to 10pm
1 Lane Closed - 6am to 7am
M - F No Lane Closures - 7am to 7pm
to 9am(Sun)
2 Lanes Closed - Midnight
7pm to Midnight
1 Lane Closed - 7am to 10am
Sat. No Lane Closures - 10am to 7pm
to 9am(Sun)
2 Lanes Closed - Midnight
7pm to Midnight
1 Lane Closed - 8am to 11am
Sat. No Lane Closures - 11am to 7pm
Time and Holiday Restrictions
XXVI REV 01/20/12
Erie County
I - 290
WESTBOUND
NY Rte 263 to I-990I-990 to NY Rte 263
NY Rte 263 to NY Rte 324 NY Rte 324 to NY Rte 263
TABLE A
EASTBOUND
Lane Closures
Segment
2 Lanes Closed - 10pm to 6am
1 Lane Closed - 7pm to 10pm
M - F No Lane Closures - 6am to 7pm
2 Lanes Closed - 10pm to 6am
7pm to 10pm
1 Lane Closed - 6am to 7am
M - F No Lane Closures - 7am to 7pm
2 Lanes Closed - 9pm to 5am (Mon)
4pm to 9pm
1 Lane Closed - 9am to Noon
Sun. No Lane Closures - Noon to 4pm
Note: 1) See page XVIII for additional information
2 Lanes Closed - 11pm to 5am
7pm to 11pm
1 Lane Closed - 5am to 6am
M - F No Lane Closures - 6am to 7pm
2 Lanes Closed - 10pm to 9am(Sun)
6pm to 10pm
1 Lane Closed - 7am to 9am,
Sat. No Lane Closures - 9am to 6pm
2 Lanes Closed - 10pm to 6am
7pm to 10pm
1 Lane Closed - 6am to 7am
M - F No Lane Closures - 7am to 7pm
2 Lanes Closed - 9pm to 6am(Mon)
5pm to 9pm
1 Lane Closed - 10am to 2pm
Sun. No Lane Closures - 2pm to 5pm
2 Lanes Closed - 10pm to 8am(Sun)
6pm to 10pm
1 Lane Closed - 7am to 9am,
Sat. No Lane Closures - 9am to 6pm
2 Lanes Closed - 9pm to 6am(Mon)
4pm to 9pm
1 Lane Closed - 8am to 11am
Sun. No Lane Closures - 11am to 4pm
2 Lanes Closed - 11pm to 9am(Sun)
6pm to 11pm
1 Lane Closed - 7am to Noon
Sat. No Lane Closures - Noon to 6pm
2 Lanes Closed - 9pm to 6am(Mon)
5pm to 9pm
1 Lane Closed - 9am to Noon
Sun. No Lane Closures - Noon to 5pm
2 Lanes Closed - 11pm to 10am
6pm to 11pm
1 Lane Closed - 8am to Noon
Sat. No Lane Closures - Noon to 6pm
Time and Holiday Restrictions
XXVIIREV 01/20/12
Erie County
I - 290
NY Rte 324 to NY Rte 5 NY Rte 5 to NY Rte 324
TABLE A
EASTBOUND WESTBOUND
Lane Closures
Segment
2 Lanes Closed - 10pm to 6am
1 Lane Closed - 7pm to 10pm
M - F No Lane Closures - 6am to 7pm
2 Lanes Closed - 11pm to 6am
7pm to 11pm
1 Lane Closed - 6am to 7am
M - F No Lane Closures - 7am to 7pm
3pm to 6pm
M - F No Lane Closures - 6am to 9am
I-990 North
to
I-290 EAST & WEST (Ramp)
Note: 1) See page XVIII for additional information
2 Lanes Closed - 10pm to 9am(Sun)
5pm to 10pm
1 Lane Closed - 7am to 10am
Sat. No Lane Closures - 10am to 5pm
2 Lanes Closed - 11pm to 9am(Sun)
5pm to 11pm
1 Lane Closed - 7am to Noon
Sat. No Lane Closures - Noon to 5pm
2 Lanes Closed - 9pm to 7am(Mon)
4pm to 9pm
1 Lane Closed - 9am to Noon
Sun. No Lane Closures - Noon to 4pm
2 Lanes Closed - 9pm to 6am(Mon)
1 Lane Closed - 5pm to 9pm
Sun. No Lane Closures - 2pm to 5pm
Time and Holiday Restrictions
XXVIIIREV 01/20/12
Erie County
NY Rte 400 - Aurora Expressway
TABLE A
NORTHBOUND SOUTHBOUND
Lane Closures
Segment
NY Route 78 to Interstate 90I-90 to NY Route 78
3pm to 6pm
M - F No Lane Closures - 6am to 9am
3pm to 6pm
M - F No Lane Closures - 6am to 9am
Maple Rd. to NY Route 78
M - F No Lane Closures - 6am to 9am M - F No Lane Closures - 3pm to 6pm
NY Route 78 to Maple Rd.
Note: 1) See page XVIII for additional information
Time and Holiday Restrictions
XXIXREV 01/20/12
Erie County
I - 990
SOUTHBOUND
TABLE A
NORTHBOUND
lane during other hours.
7 AM and 9 AM. Can close
Cannot close a lane between
lane during other hours.
3 PM and 6 PM. Can close
Cannot close a lane between
Lane Closures
Segment
North French Rd. to NY 263
I-290 to UB Exit
and 3pm to 6pm
No lanes closed between 6am to 9am
NY 263 to N. French Rd.
N. French Rd. to Audubon Pkwy.UB Exit to Sweethome Rd.
Sweethome Rd. to Audubon Pkwy. Audubon Pkwy. to Sweethome Rd.
Audubon Pkwy. to North French Rd. Sweethome Rd. to I-990 Ramp
I-990 Ramp to I-290 East & WEST
2) See page XVIII for additional information
Note: 1) Peak Periods defined as 6 AM to 9 AM and 3 PM to 6 PM
2-open travel lanes at all times.
other hours. Need to maintain
lane closures allowed during
both peak periods. Multiple
1 lane can be closed during
other hours.
lane closures allowed during
both peak periods. Multiple
1 lane can be closed during
other hours.
lane closures allowed during
both peak periods. Multiple
1 lane can be closed during
other hours.
lane closures allowed during
both peak periods. Multiple
1 lane can be closed during
Can close lane during other hours.
7AM to 9AM and 4 PM to 6 PM.
Cannot close a lane between
during other hours.
3PM to 6PM. Can close lane
Cannot close a lane between
other hours.
lane closures allowed during
both peak periods. Multiple
1 lane can be closed during
Time and Holiday Restrictions
XXX REV 01/20/12
NY Route 78
NY Route 78
Northbound
Southbound
Interstate 190
Interstate 190
Robinson Rd to Lockport NCL
Lockport NCL to Robinson Rd
NY Route 425
NY Route 425
Northbound
Southbound
Interstate 190
Interstate 190
Interstate 190
Interstate 190
Interstate 190
Interstate 190
N. Grand Island Bridge to US 62
LQ Bridge to NY 31
NY 31 to Porter/NY 182
US 62 to Porter/NY 182
Porter/NY 182 to NY 31
NY 31 to LQ Bridge
Porter/NY 182 to US 62
US 62 to N. Grand Island Bridge
US Route 62 Northbound
Northbound
Northbound
Southbound
Southbound
Southbound
US Route 62
US Route 62
US Route 62
US Route 62
US Route 62
Niagara Co Line to N Ton CL(south)
N Ton CL (south) to NY 425
NY 425 to N Ton CL (north)
N Ton CL (north) to NY 425
NY 425 to N Ton CL (south)
N Ton CL(south) to Niagara Co Line
Niagara County
ROUTE DIRECTION LIMITS TIME RESTRICTIONS
Northbound
Southbound
6am-9am & 3pm-6pm
6am-9am & 3pm-6pm
Niagara County
3pm-6pm
7am-9am
Niagara CL to Nash Rd
Nash Rd to Niagara CL
Northbound
Northbound
Northbound
Southbound
Southbound
Southbound
7am-7pm
2pm-7pm
No Restrictions
2pm-7pm
No Restrictions
7am-9am & 3pm-6pm
7am-9am & 3pm-6pm
7am-7pm
2pm-7pm
2pm-7pm
3pm-6pm
7am-9am
7am-9am & 3pm-6pm
7am-9am & 3pm-6pm
Note: 1) See page XVIII for additional information
TABLE BTime and Holiday Restrictions
XXXIREV 01/20/12
SYMBOL DESCRIPTION
REMOVED FOR A LONG TERM PROJECT
PAVEMENT MARKINGS THAT SHALL BE
LUMINAIRE
FLAG TREE
FLAGGER
DIRECTION OF TRAFFIC
DIRECTION OF TEMPORARY TRAFFIC DETOUR
CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR
CHANNELIZING DEVICE
CHANGEABLE MESSAGE SIGN (PVMS)
ARROW BOARD TRAILER OR SUPPORT
ARROW BOARD, CAUTION MODE
ARROW BOARD
WORK VEHICLE W/ TRUCK MOUNTED ATTENUATOR
WORK VEHICLE
WORK SPACE
WARNING LIGHTS
TYPE III BARRICADE
TRAFFIC OR PEDESTRIAN SIGNAL
TEMPORARY BARRIER WITH WARNING LIGHTS
TEMPORARY BARRIER
SIGN, TEMPORARY
WORK ZONE TRAFFIC CONTROL LEGEND
XXXII REV 01/20/12
GENERAL
1
REV 01/01/10
DISTANCE (D)
ROLL-AHEAD(L/3)
TAPER
SHOULDER
(L/3)
TAPER
SHOULDER
1-1
>
>
>
>
>
>
>
>
>
>
>
>
>
>
WORK AREA
>
> >
>
TRAVEL LANE
LANE DROP
TAPER
DOWNSTREAM
AREA
WARNING
ADVANCED
AREA
TRANSITION
>
>
WORK AREA
TRAVEL LANE
LONGITUDINAL
ACTIVITY AREA
100 FT
TERMINATION AREA
LATERAL BUFFER SPACE
LATERAL BUFFER SPACE
(L)
TAPER LENGTH
>
with Barrier Vehicle
>
>
>
>
>
>
>
>
>
>
>
>
>
> >LANE DROP
TAPER
DOWNSTREAM
AREA
WARNING
ADVANCED
AREA
TRANSITION
LONGITUDINAL
ACTIVITY AREA
100 FT
TERMINATION AREA
(L)
TAPER LENGTH
>
BUFFER SPACE (B)
with out Barrier Vehicle
STORAGE
WORK AREA: SET ASIDE FOR WORKERS, EQUIPMENT AND MATERIAL
AND WORKERS
LONGITUDINAL BUFFER SPACE (B): PROVIDES PROTECTION FOR TRAFFIC
ACTIVITY AREA: WHERE WORK TAKES PLACE
TRANSITION AREA: MOVES TRAFFIC OUT OF ITS NORMAL PATH
ADVANCED WARNING AREA: TELLS TRAFFIC WHAT TO EXPECT AHEAD
TERMINATION AREA: LETS TRAFFIC RESUME NORMAL DRIVING
AS AN EXCAVATION OR PAVEMENT DROP-OFF
TRAFFIC SPACE FROM THE WORK SPACE OR HAZARDOUS AREA SUCH
LATERAL BUFFER SPACE: USE WHEN POSSIBLE TO SEPARATE THE
TRAVEL LANE: ALLOWS TRAFFIC TO PASS THROUGH THE ACTIVITY AREA
>
SPACE (B)
BUFFER
COMPONENTS OF A WORK ZONE TRAFFIC CONTROL ZONERE
V 01/20/12
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
road@work
end
XX FT
WORK
ROAD
AHEAD
WORK
ROAD
TRAFFIC CONTROL DEVICES AND FLAGGER
TO BE USED AS NECESSARY THROUGHOUT
LENGTH OF CONSTRUCTION PROJECT AS
DIRECTED BY THE ENGINEER.
SEE NOTE 1
WORK AREAWORK AREA
TRAFFIC CONTROL DEVICES AND FLAGGER
TO BE USED AS NECESSARY THROUGHOUT
LENGTH OF CONSTRUCTION PROJECT AS
DIRECTED BY THE ENGINEER.
FOR THIS DIRECTION
USE SIMILAR SIGNING
TYPICAL SIGNING
(TRAFFIC MAINTAINED THROUGH PROJECT)
SEE NOTE 1THE FIRST LEAD IN SIGN
OPPOSITE SIDE OF THE ROAD FROM
SIGN SHALL BE LOCATED ON THE
WORK AREA
SEE THE SPECIAL DESIGN ENGINEER FOR APPROPRIATE SIGN FACE LAYOUTS.
A SIGN FACE LAYOUT IS REQUIRED IN THE P S & E PACKAGE FOR ANY SIGN NOT FOUND IN THE M.U.T.C.D. AS WELL AS SPECIAL CONSTRUCTION SIGNS.
Note to Designer:
W20-1
SEE NOTE 2
G20-1
G20-2
W20-1
A
NEXT XX MILES
ROAD WORK
1-2
SEE NOTE 4
NYR9-11
RE
V 01/20/12
4. SIGN NYR9-11 SHALL ONLY BE USED ON PROJECTS THAT DO NOT HAVE A WORK ZONE SPEED LIMIT
300 FT - 500 FT FOR SPEEDS 45MPH, 1,000 FT FOR SPEEDS 45 MPH.
LICENSE SUSPENDED SIGN TO BE LOCATED UPSTREAM FROM THE FIRST WARNING SIGN AS FOLLOWS:
THAN ONE DAY, OR WHERE WORKERS ON THE SHOULDER ARE EXPOSED TO HIGH SPEED TRAFFIC.
THE WORK ENCROACHES ON A TRAVEL LANE. IT SHOULD ALSO BE USED WHERE WORK ENCROACHES ON THE SHOULDER FOR MORE
3. SIGNING ADVISING MOTORISTS OF LICENSE SUSPENDED SHALL BE INSTALLED ON THE MAINLINE OF ANY HIGHWAY WORK AREA, WHEN
INCREMENTS. (NO DECIMALS)
SIGN, BUT BEFORE ANY OTHER ROAD WORK OR COUNTDOWN SIGNS. DISTANCES SHOWN SHALL BE IN HALF MILE OR WHOLE MILE
2. G20-1 SIGN SHALL BE OMITTED FOR PROJECTS LESS THAN 2 MILES. THE SIGN SHALL BE PLACED AFTER THE ROAD WORK XX
LOCATION OF W20-1: SEE TABLE NY6H-3
THE W20-1 SIGN SHALL BE LOCATED FAR ENOUGH UPSTREAM, SO IT DOES NOT INTERFERE WITH THE SEQUENCE OF THE COUNTDOWN SIGNS.
NECESSARY TO TEMPORARILY COVER THE W20-1 SIGN TO AVOID CONFUSION WITH THE COUNTDOWN SIGNS.
1. THE W20-1 SIGN SHALL ONLY BE DISPLAYED WHEN THERE ARE NO OTHER COUNTDOWN SIGNS NEEDED. THEREFORE, IT MAY BE
NOTES:
1500 FT
DETOUR 1000 FT
CLOSED
ROAD
500 FT
CLOSED
ROAD
CLOSED
ROAD
CLOSED
ROAD
1000 FT
CLOSED
ROAD
500 FT
CLOSED
ROAD
1500 FT
DETOUR
(SEE NOTE 2)
M4-10L
(SEE NOTE 2)
M4-10L
NORTH
DETOUR
ESTW
X
DETOUR
X
ASTE
DETOUR
X
ESTW
DETOUR
X
ESTW
DETOUR
X
ASTE
X
ASTE
DETOUR
END
DETOUR
X
ESTW
DETOUR
X
ESTW
DETOUR
X
ASTE
DETOUR
X
ASTE
DETOUR
X
ASTE
X
DETOUR
END
ESTW
DETOUR
X
ESTW
DETOUR
X
ASTE
ROAD CLOSED
X MILES AHEAD
LOCAL TRAFFIC ONLY
ROAD CLOSED
X MILES AHEAD
LOCAL TRAFFIC ONLY
500’ 1000’ 500’ 500’
1000’
500’500’
1000’
1000’
1000’
1000’
1000’
1000’
1000’
1000’
1000’
1000’
500’
200’
200’
200’
200’
200’
200’
G H
FK
E
A
H
G
D C
A
F
E
B
J
I
B
I
J
B
G
H
(SEE NOTE 3)
M
L
W20-3
W20-3
R11-2
R11-2
N
A
F
E
W20-3 W20-3 W20-2
W20-2
C
D
M4-8
M3-4
M1-4
M4-8
M3-2
M1-4
M4-8
M3-4
M1-4
M5-1
M4-8
M3-4
M1-4
M6-1
M4-8
M1-4
M5-1
M3-2
M1-4
M3-2
M4-8
M3-4
M1-4
M5-1
M4-8
M3-4
M1-4
M6-1
M4-8
M1-4
M5-1
M3-2
M4-8
M1-4
M3-2
M6-1
M4-8
M1-4
M6-1
M3-2
M1-4
M3-4
M4-8
M3-4
M1-4
M6-3
M4-8
M1-4
M6-3
M3-2
A BC
D E
HG
KJ
NM
F
I
L
DETOUR SIGN SCHEDULE DETOUR SIGN SCHEDULE
(SEE NOTE 5)
(SEE NOTE 5)
(SEE NOTE 5)
(SEE NOTE 5) (SEE NOTE 5)
(SEE NOTE 5)
CODES USED IN THIS DRAWING.
LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER
NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROLaR11-3 aR11-3
aM4-8
aM4-8
2-LANE 2-WAY ROADWAY
LONG TERM STATIONARY
ROAD CLOSURE WITH OFF SITE DETOUR
(NOT TO SCALE)
6.
5.
4.
3.
2.
1.
NOTES:
FOR LOCAL AND/OR COUNTY ROAD DETOUR SIGNAGE DETAILS REFER TO MUTCD WITH NEW YORK STATE SUPPLEMENT FOR GUIDANCE.
SIGN GROUPINGS D , F , H , J , K , AND L SHALL ALWAYS BE POSTED A MAXIMUM OF 50’ FROM AN INTERSECTION.
TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED IN THE CONTACT DOCUMENTS.
REPLACE, RELOCATE OR COVER SIGN PANELS OR SIGN TEXT, AT NO ADDITIONAL COST TO THE STATE. ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED
SIGN BEING PARTIALLY COVERED. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO SIGNS CAUSED BY THE METHODS USED TO TEMPORARILY REMOVE,
OR RESET AOBE. BLANK COVERS USED TO COVER PORTIONS OF EXISTING SIGNS SHALL BE OF A COLOR AND REFLECTORIZED MATERIAL MATCHING THAT OF THE
ANY EXISTING SIGN, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, STORED
SEE REQUIREMENTS IN THE STANDARD SPECIFICATION SECTION 619 FOR VEHICLE BARRIER SYSTEM REQUIREMENTS.
INTERSECTION, THE R11-3A ROAD CLOSED SIGN AND THE M4-10(L/R) SIGN ON TYPE III BARRICADES MAY BE LOCATED AT THE EDGE OF THE TRAVELED WAY.
IF THE ROAD IS OPENED FOR SOME DISTANCE BEYOND THE INTERSECTION AND/OR THERE ARE SIGNIFICANT ORIGIN/DESTINATION POINTS BEYOND THE
CONFIRMATION SIGNING A & B SHALL BE REPEATED A MINIMUM DISTANCE OF EVERY 1/2 MILE.
Standard Sheet 619-66EFFECTIVE DATE: 01/08/09
1-3
RE
V 01/20/12
INTERSECTION TREATMENT
DRIVEWAY TREATMENTSTYPICAL DELINEATION FOR DRIVEWAY ENTRANCES
INTERSECTION RECONSTRUCTION
TYPICAL DELINEATION and SIGNING for UNSIGNALIZED
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
>
>
WORK AREA
WORK AREA
>
>
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>
>
>
>
>
>
WORK AREA
>
>
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>
>
>
Type III Barricades
WORK AREA
WORK AREA
MIN.
>
>
>
>
>
>
>
>
WORK AREA
� Required Distance
Delineation Spacing =
PROVIDE TRUCK ACCESS.
THE DELINEATED RADII TO
IT MAY BE NECESSARY TO ADJUST
MIN.
Type III Barricades
MIN.
Stop Sign
Cover Existing
COMPLETED DURING THE ESTABLISHMENTS NON-WORKING HOURS.
A TEMPORARY DRIVEWAY TO THE PROPERTY UNLESS THE WORK IS
TO CONSTRUCTION OPERATIONS, THE CONTRACTOR MUST PROVIDE
WHEN IT IS NECESSARY TO CLOSE A COMMERCIAL DRIVEWAY DUE
24 HOURS IN ADVANCE OF CLOSING THE DRIVEWAY.
THE CONTRACTOR MUST NOTIFY THE PROPERTY OWNER AT LEAST
ENTRANCE TO ALL COMMERCIAL PROPERTIES.
THE CONTRACTOR MUST MAINTAIN AT LEAST ONE DRIVEWAY
W20-1 W20-1
1-4
12 Ft24 Ft
100 Ft
MIN100 Ft
6 FT around Radii Max.
Delineator Spacing
* SEE CONST. SPECIFICATION 619-3.02(J) FOR MORE DETAILS,
THE RADIUS FOR EITHER DRIVEWAYS AND/OR INTERSECTIONS
A MIMINUM OF 6 DELINEATION DEVICES SHOULD BE USED AROUND
6 FT around Radii Max.
Delineator Spacing
RE
V 01/20/12
Type ’A’ Light
Drum with
PER 619.3.02(J)
Drum with Type ’A’ Light
1500@FT
WORK
ROAD
500 FT
E@N%@D#S
MILE
WORK
ROAD
MILE
CLOSED
RIGHT@LANE
�
MILE
CLOSED
RIGHT@LANE
� MILE
WORK
ROAD
>
>
>
>
> >
>
>
> >
>
>
>
>
>
>
>
>
>
>
> >
>
>
> >
>
>
>
>
>
>
MULTI - LANE EXPRESSWAY
6 STRIP PATTERN
NOTE:
>
>
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>
> >
>
>
> >
>
>
>
>
>
>
>
>
>
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>
>
>
>
> >
> >
> >
>
> >
>
>
> >
>
>
>
>
>
>
2 - LANE HIGHWAY
ST
AR
T
OF
WO
RK
SUGGESTED TRAFFIC SIGNING AND LAYOUT FOR TEMPORARY RUMBLE STRIPS
MULTI - LANE EXPRESSWAY
6 STRIP PATTERN
ST
AR
T
OF
LA
NE
CL
OS
UR
E
6 STRIP PATTERN
NOTE:
FOR PROJECT.
SPECIFIC TO TEMPORARY TRAFFIC CONTROL SCHEME
FOR EXAMPLE PURPOSES ONLY. SIGNING SHALL BE
THE WORK ZONE SIGNING SHOWN IN BOTH CASES IS
1000@FT
DETOURP%A%V@E@M%@E@N@T
1
1
1-5
500 Ft 500 Ft
50 Ft 50 Ft50 Ft
500 Ft 500 Ft
50 Ft
1000 Ft to500 Ft
1000 Ft to500 Ft
2640 Ft
1000 Ft to500 Ft
RE
V 01/20/12
1500 Ft 1000 Ft
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE LANE
HERE ON
RED
STOP
HERE ON
RED
STOP
ROAD WORK
END
XXMPH
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
AHEAD
WORK
ROAD
XXMPH
AHEAD
ROAD
ONE LANE
ROAD WORK
END
> 45 MPH
SPEED LIMIT
1000’ POSTED NY6H-3)
(SEE TABLE
C
NY6H-3)
(SEE TABLE
B
NY6H-3)
(SEE TABLE
A
FOR L AND NOTE 3)
(SEE TABLE 6H-4
SHOULDER TAPER
L/3
FOR L AND NOTE 3)
(SEE TABLE 6H-4
SHOULDER TAPER
L/3(TYP.)
TRAFFIC TAPER
ONE LANE TWO-WAY
100’ MAXIMUM
SHOULDER
TRAVEL LANE
TRAVEL LANE
SHOULDER
1
2
3
4(SEE NOTES 1 AND 9)
500’ - 600’ FROM STOP BAR
YELLOW PAVEMENT MARKING
TEMPORARY / INTERIM
TEMPORARY / INTERIM
YELLOW PAVEMENT MARKING
500’ - 600’ FROM STOP BAR
(SEE NOTES 1 AND 9)
NYR9-11
W20-1
W20-4
R10-6
W20-1
W20-4
NYR9-11
NOTE 12)
(SEE
OPTIONAL
W13-1
R10-6
(SEE NOTE 4)
OPTIONAL
MAXIMUM
500’
(SEE NOTE 4)
OPTIONAL
(SEE REQUIREMENTS IN STANDARD SPECIFICATION SECTION 619)
FOR LIGHTING OF TEMPORARY CONCRETE BARRIER
(SEE TABLE 619-4 FOR FLARE RATES AND NOTE 2)
TEMPORARY CONCRETE BARRIER
(TYP.)
TRAFFIC TAPER
ONE LANE TWO-WAY
100’ MAXIMUM
(SEE NOTE 12)
OPTIONAL
W13-1(SEE NOTE 4)
W3-3
LIMIT < 45 MPH
POSTED SPEED
300’ - 500’
MAXIMUM
500’
POLESIGNAL
TEMPORARY TRAFFIC
40’ TO 150’ FROM THE
STOP BAR PLACEMENT
POLESIGNAL
TEMPORARY TRAFFIC
40’ TO 150’ FROM THE
STOP BAR PLACEMENT
NY6H-3)
(SEE TABLE
A
NY6H-3)
(SEE TABLE
B
NY6H-3)
(SEE TABLE
C
> 45 MPH
SPEED LIMIT
1000’ POSTED
LIMIT < 45 MPH
POSTED SPEED
300’ - 500’ (SEE NOTE 4)
W3-3
PHASE FACE
1
2
CLEARANCE
ALL RED
CLEARANCE
ALL RED
EMERGENCY FLASH
1 2 3 4
G G R R
Y Y R R
R R R R
R R G G
R R Y Y
R R R R
FR FRFRFR
CODES USED IN THIS DRAWING.
LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER
NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL
DETERMINED BY THE REGIONAL TRAFFIC OFFICE
NOTE: TEMPORARY SIGNAL TIMING SHALL BE
TITLED "WORK ZONE TRAFFIC CONTROL GENERAL NOTES"
FOR MINIMUM LANE WIDTHS SEE STANDARD SHEET
LANE CLOSURE ON 2-LANE 2-WAY ROADWAY
INTERMEDIATE / LONG TERM STATIONARY
TWO PHASE TEMPORARY TRAFFIC SIGNAL
(NOT TO SCALE)
FOR TEMPORARY TRAFFIC SIGNALS
OPERATIONAL SCHEDULE
12’ 1
2’
7.
6.
5.
4.
3.
2.
1.
NOTES:
SHALL BE FLASHED TO ALL APPROACHES.CONFLICTING TRAFFIC.
THE TRAFFIC SIGNAL CYCLE SHALL REST IN RED. WHEN THE SIGNAL IS CHANGED TO THE FLASHING MODE, EITHER MANUALLY OR AUTOMATICALLY, RED SIGNAL INDICATIONS
CLEAR THE ONE-LANE SECTION OF
DETECTORS SHALL BE INSTALLED ON ALL APPROACH LANES AND ALL PHASES SHALL BE ACTUATED. DURATION OF RED CLEARANCE INTERVALS SHALL BE ADEQUATE TO
REFER TO MUTCD FOR ADDITIONAL TRAFFIC SIGNAL REQUIREMENTS.
AHEAD SIGN (W20-1) AND ONE LANE ROAD AHEAD SIGNS (W20-4) AND MAY BE USED TO INCREASE TARGET VALUE AND VISIBILITY, AS DETERMINED BY THE ENGINEER.
FLASHING WARNING LIGHTS ARE REQUIRED ON THE W3-3 SIGNAL AHEAD SIGN. FLASHING WARNING LIGHTS ARE AN OPTION ON THE ROAD WORK
IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK SPACE AND TO DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVELED WAY.
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER
AND PAVEMENT MARKINGS.
THE TEMPORARY CONCRETE BARRIER SHALL NOT BE PLACED ALONG THE MERGING TAPER. THE LANE SHALL BE CLOSED USING CHANNELIZING DEVICES
ANY EXISTING PAVEMENT MARKINGS THAT ARE CONFLICTING OR MISLEADING SHALL BE REMOVED OR COVERED.
FOR LONG DURATION LANE CLOSURES, TEMPORARY / INTERIM PAVEMENT MARKINGS SHALL BE USED IN ACCORDANCE TO THE CONTRACT DOCUMENTS.
Standard Sheet 619-62
EFFECTIVE DATE: 01/08/09
(SEE REQUIREMENTS IN STANDARD SPECIFIFATION 619)
TAPERED END SECTION OR TEMPORARY IMPACT ATTENUATOR
(SEE NOTE 1)
TEMPORARY / INTERM WHITE PAVEMENT MARKING
(SEE NOTE 8)
18" STOP LINE
(SEE NOTE 8)
18" STOP LINE
1-6
RE
V 01/20/12
12.
11.
10.
9.
8.
CONSTRAINTS, AND/OR POOR SIGHT CONDITIONS).
FOR THE WORK ZONE CONDITION. (IE. NARROW LANES, BUMPS, POOR ROADWAY SURFACE, LOW OR NO SHOULDER, DROP-OFFS, GEOMETRIC
THE ENGINEER MAY REQUIRE THE USE OF AN ADVISORY SPEED PLAQUE (W13-1) TO SUPPLEMENT A WARNING SIGN. THE PLAQUE WILL BE USED TO INDICATE AN ADVISORY SPEED
"ALTERNATE CIRCULATION PATH" OF 3’.
THE SUPPORTS FOR TEMPORARY TRAFFIC CONTROL SIGNALS SHALL NOT ENCROACH INTO THE MINIMUM REQUIRED WIDTH OF A "PEDESTRIAN ACCESS ROUTE" OF 4’ OR AN
THAT THE DISTANCES SHOWN FOR SIGN SPACING ARE MINIMUMS. ADJUSTMENTS IN THE HEIGHT OF THE SIGNAL HEADS SHALL BE MADE AS NEEDED TO CONFORM TO THE VERTICAL ALIGNMENT.
ADJUSTMENTS IN THE LOCATION OF ADVANCED WARNING SIGNS SHOULD BE MADE TO ACCOMMODATE THE HORIZONTAL AND VERTICAL ALIGNMENT OF THE ROADWAY, RECOGNIZING
MARKINGS THAT ARE CONFLICTING OR MISLEADING SHALL BE REMOVED OR COVERED.
WHERE NO-PASSING LINES ARE NOT ALREADY IN PLACE, THEY SHALL BE ADDED FOR A DISTANCE OF 500’-600’ FROM THE STOP BAR. ANY EXISTING PAVEMENT
AND ALL TEMPORARY PAVEMENT MARKINGS SHALL BE REMOVED AND PERMANENT PAVEMENT MARKINGS RESTORED.
RAISED PAVEMENT MARKINGS, BETWEEN THE ACTIVITY AREA AND THE STOP LINE, SHALL BE REMOVED. AFTER THE TEMPORARY TRAFFIC SIGNAL IS REMOVED, THE STOP LINES
STOP LINES SHALL BE INSTALLED WITH TEMPORARY TRAFFIC SIGNALS FOR INTERMEDIATE AND LONG-TERM CLOSURES. EXISTING, CONFLICTING PAVEMENT MARKINGS AND
NOT TO SCALE
LANE CLOSURE ON 2-LANE 2-WAY ROADWAY
SHORT / INTERMEDIATE / LONG TERM STATIONARY
OPERATIONAL SCHEDULE
FOR TEMPORARY TRAFFIC SIGNALS
1 2 3 4
G
Y
R
FR
FACEPHASE
1
CLEARANCE
ALL RED
2
CLEARANCE
ALL RED
G
Y R
R
R
R RRR
R
R
R
R
R
R
FR FR FR
R R
G G
Y Y
G20-2
CA
G20-2
B
3
4
R10-6
W3-3
W20-4 W20-1
STOP
RED
HERE ON
C B A
W3-3 W20-1
1
2
R10-6
STOP
RED
HERE ON
L/3 SHOULDER TAPER
(SEE TABLE 6H-4 FOR L
L/3
(SEE TABLE 6H-4 FOR L
SHOULDER TAPER
ONE LANE TWO-WAYTRAFFIC TAPER
(TYP.)
ONE LANE TWO-WAY
(TYP.)
TRAFFIC TAPER
SHOULDER
TRAVEL LANE
TRAVEL LANE
SHOULDER
MAXIMUM
MAXIMUM
W20-4
(SEE NOTE 4)
POSTED SPEEDLIMIT < 45 MPH
POSTED SPEED
LIMIT > 45MPH
POSTED SPEED
POSTED SPEED
_
OPTIONAL
DETERMINED BY THE REGIONAL TRAFFIC OFFICE
TEMPORARY SIGNAL TIMING SHALL BE
STANDARD SPECIFICATION SECTION 619)
IMPACT ATTENUATOR (SEE REQUIREMENTS IN
TAPERED END SECTION OR TEMPORARY
FOR FLARE RATES AND NOTE 2)
TEMPORARY CONCRETE BARRIER (SEE TABLE 619-4
(SEE NOTE 8)
(SEE NOTE 8)
OPTIONAL
(SEE NOTE 4)
(SEE NOTE 4)
(SEE NOTE 4)
EMERGENCY FLASH
(SEE NOTE 1)
WHITE PAVEMENT MARKING
TEMPORARY / INTERIM
AND NOTE 3) AND NOTE 3)
SPECIFICATION SECTION 619)
(SEE REQUIREMENTS IN STANDARD
FOR LIGHTING OF TEMPORARY CONCRETE BARRIER
5
6
5
DW
DW
DW
FR
R
DW
DW
6
DW
DW
DW
FR
R
DW
DW
3
CLEARANCE
ALL RED
R
R
R
R
R
R R R
R R
DW
W
W
DW
W
W 7.
6.
5.
4.
3.
2.
1.
NOTES:SEE NOTE 12
5
6
TEMPORARY TRAFFIC SIGNAL with PEDESTRIAN FEATURES
NY6H-3)
(SEE TABLE
NY6H-3)
(SEE TABLE
NY6H-3)
(SEE TABLE
NY6H-3)
(SEE TABLE
NY6H-3)
(SEE TABLE
NY6H-3)
(SEE TABLE
20’ C TO C
DELINEATION DEVICES (CANDLES)
THE PREFERRED CHOICE.
PEDESTRIAN COUNT DOWN TIMER INDICATION IS
PROVIDED.
SEPERATE/PROTECTED PEDESTRIAN FACILITY IS
CROSSWALKS SHALL BE PROVIDED IF NO
PEDESTRIAN PUSH BUTTONS, INDICATIONS AND
road@work
end
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE@LANE
road@work
end
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE@LANE
R R
RED SIGNAL INDICATIONS SHALL BE FLASHED TO ALL APPROACHES.
THE TRAFFIC SIGNAL CYCLE SHALL REST IN RED. WHEN THE SIGNAL IS CHANGED TO THE FLASHING MODE, EITHER MANUALLY OR AUTOMATICALLY,
ADEQUATE TO CLEAR THE ONE-LANE SECTION OF CONFLICTING TRAFFIC.
DETECTORS SHALL BE INSTALLED ON ALL APPROACH LANES AND ALL PHASES SHALL BE ACTUATED. DURATION OF RED CLEARANCE INTERVALS SHALL BE
REFER TO MUTCD FOR ADDITIONAL TRAFFIC SIGNAL REQUIREMENTS.
BY THE ENGINEER.
AHEAD SIGN (W20-1) AND ONE LANE ROAD AHEAD SIGNS (W20-4) AND MAY BE USED TO INCREASE TARGET VALUE AND VISIBILITY, AS DETERMINED
FLASHING WARNING LIGHTS ARE REQUIRED ON THE W3-3 SIGNAL AHEAD SIGN. FLASHING WARNING LIGHTS ARE AN OPTION ON THE ROAD WORK
IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK SPACE AND TO DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVELED WAY.
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8 Ft OR MORE ARE CLOSED, CHANNELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER
AND PAVEMENT MARKINGS.
THE TEMPORARY CONCRETE BARRIER SHALL NOT BE PLACED ALONG THE MERGING TAPER. THE LANE SHALL BE CLOSED USING CHANNELIZING DEVICES
ANY EXISTING PAVEMENT MARKINGS THAT ARE CONFLICTING OR MISLEADING SHALL BE REMOVED OR COVERED.
FOR LONG DURATION LANE CLOSURES, TEMPORARY / INTERIM PAVEMENT MARKINGS SHALL BE USED IN ACCORDANCE TO THE CONTRACT DOCUMENTS.
MAXIMUM100’
MINIMUM LANE WIDTHS
SEE 619-10 FOR 18" STOP LINE
(SEE NOTES 1 AND 9)
FROM STOP BAR
500’-600’
YELLOW PAVEMENT MARKING
TEMPORARY / INTERIM
500’ - 300’
1000’TRAFFIC SIGNAL POLE
FROM THE TEMPORARY
40’ to 150’
STOP BAR PLACEMENT
500’ - 300’
1000’
MAXIMUM100’
500’
12’12’18" STOP LINE
(SEE NOTES 1 AND 9)
FROM STOP BAR
500’-600’
YELLOW PAVEMENT MARKING
TEMPORARY / INTERIM
500’
TEMPORARY TRAFFIC SIGNAL POLE
40’ to 150’ FROM THE
STOP BAR PLACEMENT
/ 1O
/ 2O
/ 3O/ 3O
1-7
13.
12.
11.
10.
9.
8.
13
NOTE
SEE
13
NOTE
SEE
RE
V 01/20/12
W11-2
W16-7P
4’ MIN.(TYP.)
W11-2
W16-7P
WORK ZONE SPEED LIMIT.
SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT. SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A
PROPER SIGNING FOR A CLOSED SIDEWALK IS REQUIRED. SEE STANDARD SHEET 619-50 AND 619-51.
A TEMPORARY FACILITY SHALL BE PROVIDED IF A SHOULDER IS NOT AVAILABLE. IF HANDICAP RAMPS ARE NECESSARY THE PRICE SHALL BE INCLUDED ITEM 619.01
OF 4 Ft OR AN "ALTERNATE CIRCULATION PATH" OF 3 Ft.
THE SUPPORTS FOR TEMPORARY TRAFFIC CONTROL SIGNALS SHALL NOT ENCROACH INTO THE MINIMUM REQUIRED WIDTH OF A "PEDESTRIAN ACCESS ROUTE"
MADE AS NEEDED TO CONFORM TO THE VERTICAL ALIGNMENT.
ROADWAY, RECOGNIZING THAT THE DISTANCES SHOWN FOR SIGN SPACING ARE MINIMUMS. ADJUSTMENTS IN THE HEIGHT OF THE SIGNAL HEADS SHALL BE
ADJUSTMENTS IN THE LOCATION OF ADVANCED WARNING SIGNS SHOULD BE MADE TO ACCOMMODATE THE HORIZONTAL AND VERTICAL ALIGNMENT OF THE
EXISTING PAVEMENT MARKINGS THAT ARE CONFLICTING OR MISLEADING SHALL BE REMOVED OR COVERED.
WHERE NO-PASSING LINES ARE NOT ALREADY IN PLACE, THEY SHALL BE ADDED FOR A DISTANCE OF 500 Ft- 600 Ft FROM THE STOP BAR. ANY
SIGNAL IS REMOVED, THE STOP LINES AND ALL TEMPORARY PAVEMENT MARKINGS SHALL BE REMOVED AND PERMANENT PAVEMENT MARKINGS RESTORED.
MARKINGS AND RAISED PAVEMENT MARKINGS, BETWEEN THE ACTIVITY AREA AND THE STOP LINE, SHALL BE REMOVED. AFTER THE TEMPORARY TRAFFIC
STOP LINES SHALL BE INSTALLED WITH TEMPORARY TRAFFIC SIGNALS FOR INTERMEDIATE AND LONG-TERM CLOSURES. EXISTING, CONFLICTING PAVEMENT
LIMIT> 45 MPH_
LIMIT< 45 MPH
__
>
>
**
__
>
>
**
__
>
>
**
__
SIGNSIGN
>
X TYPE III BARRICADE
15~
>
AREA
X
15~
>
X
BRIDGE OR CULVERT OUT
ROAD CLOSURE WITH
WITH LIGHTS
TYPE III BARRICADE
WITH LIGHTS
TYPE III BARRICADE
15~
SEE DETAIL 1
SEE DETAIL 1
DETAIL 1:
FOR SIGN PLACEMENT
AND PARKED EQUIPMENT TO ASSURE BARRIER DEFLECTION.
AREA BEHIND THE BARRIER MUST REMAIN FREE OF DEBRIS
BARRIER IS NOT STAKED TO PAVEMENT.
PLACE TEMPORARY CONCRETE BARRIER AT A 15n ANGLE.
SEE NOTE 1 & DETAIL 1
(FULL COUNTDOWN SIGNS MAY BE NECESSARY)
FROM ADVANCED CLOSURE.
IF BARRICADES ARE NOT VISABLE
PROVIDE LIGHTING FOR BARRICADES
SEE NOTE 1 SEE DETAIL 1
FOR SIGN
PLACEMENT
B >
>
B
>
>B
> >
>> B
WORK AREA
R#O$A@D% %C@L$O#S@E@D
L@O#C$A@L% %T@R#A@F@F@I@C% %O@N%@L%Y
%M%@I%@L@E#S% %A@H%@E#A@DXX
R#O$A@D% %C@L$O#S@E@D
L@O#C$A@L% %T@R#A@F@F@I@C% %O@N%@L%Y
%M%@I%@L@E#S% %A@H%@E#A@D
R#O$A@D
C@L$O#S@E@D
R#O$A@D
C@L$O#S@E@D
XX
W20-3
R11-3a or R11-3b
R11-2
BARRICADE
TYPE III
1000@FT
CLOSED
ROAD
500@FT
CLOSED
ROAD
500@FT
CLOSED
ROAD
1000@FT
CLOSED
ROAD
SIGN
SUPPORT
SIGN
SUPPORT
TYPE III
LIGHTS
PANELS
1-8
LENGTH. SEE TABLE 6C-2.
THE "B" DIMENSION IN THE DRAWING SHALL BE CHANGED TO AN ACTUAL
PROVISIONS FOR DRIVEWAYS WITHIN THE WORK ZONE SHALL BE MADE.
WITH THIS SCHEME SHALL BE NOTED ON THE DRAWING.
THE LOCATION OF DRIVEWAYS AND INTERSECTIONS WHICH INTERFERE
THAN 4 Ft.
THE REMOVAL OF THE BRIDGE OR CULVERT RESULTS IN A DROP OF MORE
REMOVAL.
THE ROADWAY IS CLOSED TO TRAFFIC DUE TO A CULVERT OR BRIDGE
ARE MET:
THIS DETAIL SHOULD ONLY BE USED WHEN THE FOLLOWING CONDITIONS
NOTES:
LENGTH. SEE TABLE 6C-2.
THE "B" DIMENSION IN THE DRAWING SHALL BE CHANGED TO AN ACTUAL
PROVISIONS FOR DRIVEWAYS WITHIN THE WORK ZONE SHALL BE MADE.
WITH THIS SCHEME SHALL BE NOTED ON THE DRAWING.
THE LOCATION OF DRIVEWAYS AND INTERSECTIONS WHICH INTERFERE
THAN 4 Ft.
THE REMOVAL OF THE BRIDGE OR CULVERT RESULTS IN A DROP OF MORE
REMOVAL.
THE ROADWAY IS CLOSED TO TRAFFIC DUE TO A CULVERT OR BRIDGE
ARE MET:
THIS DETAIL SHOULD ONLY BE USED WHEN THE FOLLOWING CONDITIONS
NOTES:
>
>
>
>50’
conditionsto fit fieldbe adjustedDistance can
50’
conditionsto fit fieldbe adjustedDistance can
RE
V 01/20/12
WILL BE PAID UNDER ITEM 619.1701.
4. THE COST OF THE TEMPORARY CONCRETE BARRIER
DROP-OFF NO LONGER EXISTS.
REPLACED WITH TYPE III BARRICADES WHEN THE
3. THE TEMPORARY CONCRETE BARRIER SHALL BE
BARRICADES.
FOR DETAILS ON THE DIRECTION OF STRIPING ON
2. SEE M.U.T.C.D SECTION 6F.63 and FIGURE 6F-7
SUPPORT, NOT ON THE TYPE III BARRICADE.
THE SIGN PANEL SHALL BE ON A SEPARATE SIGN
SHOULDER, IF EXISTING PAVEMENT IS TOO NARROW.
1. R11-3a OR R11-3b MAY BE LOCATED ON THE RIGHT
NOTES:
DIRECTION OF TRAVEL
SID
E
RO
AD
DIRECTION OF TRAVEL
W%AY
O*$N°E W%AY
SID
E
RO
AD
DIRECTION OF TRAVEL
DRIV
EW
AY
DRIV
EW
AY
SID
E
RO
AD
SID
E
RO
AD
SID
E
RO
AD
DIRECTION OF TRAVEL
O*$N°E W%AY
O*$N°E W%AY
O*$N°E W%AY
O*$N°E W%AY
O*$N°E
O*$N°E W%AY
O*$N°E W%AY
TYPICAL ONE WAY SIGNING DETAIL
O*$N°E W%AY
R6-1
R6-1
R3-2
R3-1
W%AY
R5-1
1-9
SHALL BE 40 Ft.
2. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES
1. SEE SECTION 2C.09 AND CHAPTER 6 of the M.U.T.C.D.
NOTES:
RE
V 01/20/12
2
CROSSWALK
PEDESTRIAN
PROHIBITED
PEDESTRIANS
PEDESTRIANS
REV 01/20/12
W16-9P
W16-7P
W16-9P
W16-7P
AHEAD
AHEAD
WO
RK
AR
EA
WO
RK
AR
EA
WO
RK
AR
EA
AHEAD
CROSS HERE
AHEAD
CROSS HERE
DETECTABLE WARNING FIELD
SH
OUL
DE
RS
HO
UL
DE
R
SH
OUL
DE
RS
HO
UL
DE
R
SHOULDER CLOSED
SHOULDER CLOSED
DETECTABLE WARNING FIELD
W1-6
R9-11
OR A FLAGGER 24/7
IE: A TEMP. TRAFFIC SIGNAL
CONTROL SYSTEM IS IN PLACE,
WHEN A POSITIVE TRAFFIC
THIS TYPICAL CAN ONLY BE USED
NOTE:
2-1
CLOSURE IN THE VICINITY OF A WORK AREA
PEDESTRIAN TRAFFIC CONTROL FOR SHOULDER/LANE
REV 01/20/12
W11-2
W11-2
W11-2
W11-2
NO
T
TO
SC
AL
E
SID
EW
AL
K
DE
TO
UR
2-
LA
NE 2-
WA
Y
RO
AD
WA
Y
SH
OR
T, IN
TE
RM
EDIA
TE,
OR
LO
NG
TE
RM
ST
ATIO
NA
RY
R9-9
CLOSED
SID
EW
ALK
AHE
AD
SID
EW
AL
K
CL
OSE
D
CR
OSS
HE
RE
R9-11
CR
OSS
HERE
AHE
AD
SID
EW
AL
K
CL
OSE
D
R9-9
CLOSED
SID
EW
ALK
R9-11
W20-1
TR
AV
EL
LA
NE
TR
AV
EL
LA
NE
SID
EW
AL
K
SID
EW
AL
K
NO
TE
S:
6.
5.
4.
3.
2.
1.
Standard S
heet
M619-50 & Standard S
heet 619-50
CL
OS
UR
ES IN
TH
E
VICINIT
Y
OF
A
WO
RK
AR
EA
PE
DE
ST
RIA
N
TR
AF
FIC
CO
NT
RO
L
FO
R
SID
EW
AL
K
2-2
EF
FE
CTIV
E
DA
TE:
01/07/10
REV 01/20/12
AR
EA
SH
AL
L
BE
RE-
CO
NS
TR
UC
TE
D
TO
BE
AC
CE
SSIB
LE
TO
PE
DE
ST
RIA
NS.
TO
GUID
E
OR
DIR
EC
T
PE
DE
ST
RIA
NS.
WH
ER
E
AP
PLIC
AB
LE
AN
D
AC
CO
RDIN
G
TO
AM
ERIC
AN
WIT
H
DIS
ABILITIE
S
ST
AN
DA
RD
S,
SIG
NS
SU
CH
AS
KE
EP
RIG
HT (L
EF
T)
SH
AL
L
BE
PL
AC
ED
AL
ON
G
A
TE
MP
OR
AR
Y
SID
EW
AL
K,
SU
PP
OR
TIN
G
SIG
NS
AN
D
CL
OSIN
G
SID
EW
AL
KS.
FO
R
NIG
HT
TI
ME
CL
OS
UR
ES,
FL
AS
HIN
G
WA
RNIN
G
LIG
HT
S
SH
AL
L
BE
US
ED
ON
BA
RRIC
AD
ES
BE
US
ED
TO
CO
NT
RO
L
VE
HIC
UL
AR
TR
AF
FIC.
OT
HE
R
DE
VIC
ES,
SU
CH
AS
LA
NE
CL
OS
UR
E
SIG
NIN
G
OR
RO
AD
NA
RR
OW
S
SIG
NS (W
5-1),
MA
Y
ON
LY
TH
E
WO
RK
ZO
NE
TR
AF
FIC
CO
NT
RO
L
DE
VIC
ES
RE
LA
TE
D
TO
PE
DE
ST
RIA
NS
AR
E
SH
OW
N.
SID
EW
AL
KS
FR
OM
VE
HIC
UL
AR
TR
AF
FIC.
TE
MP
OR
AR
Y I
MP
AC
T
AT
TE
NU
AT
OR
SH
OU
LD
BE
US
ED
TO
SE
PA
RA
TE
TH
E
TE
MP
OR
AR
Y
WH
ER
E
HIG
H
SP
EE
DS
AR
E
AN
TICIP
AT
ED,
A
TE
MP
OR
AR
Y
TR
AF
FIC
BA
RRIE
R
AN
D
FE
AT
UR
ES
CO
NSIS
TE
NT
WIT
H
TH
E
FE
AT
UR
ES
PR
ES
EN
T IN
TH
E
EXIS
TIN
G
FA
CILIT
Y.
TE
MP
OR
AR
Y
FA
CILITIE
S
SH
AL
L
BE
DE
TE
CT
AB
LE
AN
D
SH
AL
L IN
CL
UD
E
AC
CE
SSIBILIT
Y
WH
EN
CR
OS
SW
AL
KS
OR
OT
HE
R
PE
DE
ST
RIA
N
FA
CILITIE
S
AR
E
CL
OS
ED
OR
RE
LO
CA
TE
D,
XX
WO
RK
RO
AD
M4-9b
DETOUR
CLOSED
SIDEWALK
CLOSED
SIDEWALK
DETOUR
road@work
end
WO
RK
AR
EA
SID
EW
AL
KSID
EW
AL
K
PA
RKIN
G
LA
NE
PA
RKIN
G
LA
NE
TYPE III BARRICADE with LIGHTS
TYPE III BARRICADE with LIGHTS
WITH TEMPORARY SIDEWALK
CLOSURES IN THE VICINITY OF A WORK AREA
PEDESTRIAN TRAFFIC CONTROL FOR SIDEWALK
R9-9
W20-1
G20-2
SE
E
OT
HE
R
SID
E
FO
R "R
OA
D
WO
RK
AH
EA
D"
AN
D "E
ND
RO
AD
WO
RK"
SIG
N
PL
AC
EM
EN
T
BARRIER
FENCING OR CONTINUOUS
RECOMMENDED USE OF
2-3 REV 01/20/12
XX
WORK
ROAD
MEETING ADAAG REQUIREMENTS.
OTHER MATERIAL CAPABLE OF
COMPACTED GRAVEL SURFACE OR
SKID RESISTANT ALL WEATHER
MINIMUM BE STABLE, FIRM AND
ROUTES (PAR) SHALL AT A
TEMPORARY PEDESTRIAN ACCESS
SURFACE CONDITIONS OF ALL
NOTE:
4’
MINI
MU
M
W20-1
SID
EW
AL
K
TR
AV
EL
LA
NE
TR
AV
EL
LA
NE
SID
EW
AL
K
PA
RKIN
G
LA
NE
PA
RKIN
G
LA
NE
Standard S
heet 619-50
NO
TE
S:
6.
5.
4.
3.
2.
1.
NO
T
TO
SC
AL
E
SID
EW
AL
K
DIV
ER
SIO
N
2-
LA
NE 2-
WA
Y
RO
AD
WA
Y
SH
OR
T, IN
TE
RM
EDIA
TE,
OR
LO
NG
TE
RM
ST
ATIO
NA
RY
2-4
CL
OS
UR
ES
WIT
H
PE
DE
ST
RIA
N
DIV
ER
SIO
N IN
PA
RKIN
G
LA
NE
PE
DE
ST
RIA
N
TR
AF
FIC
CO
NT
RO
L
FO
R
SID
EW
AL
K
EF
FE
CTIV
E
DA
TE:
01/07/10
REV 01/20/12
AR
EA
SH
AL
L
BE
RE-
CO
NS
TR
UC
TE
D
TO
BE
AC
CE
SSIB
LE
TO
PE
DE
ST
RIA
NS.
TO
GUID
E
OR
DIR
EC
T
PE
DE
ST
RIA
NS.
WH
ER
E
AP
PLIC
AB
LE
AN
D
AC
CO
RDIN
G
TO
AM
ERIC
AN
WIT
H
DIS
ABILITIE
S
ST
AN
DA
RD
S,
SIG
NS
SU
CH
AS
KE
EP
RIG
HT (L
EF
T)
SH
AL
L
BE
PL
AC
ED
AL
ON
G
A
TE
MP
OR
AR
Y
SID
EW
AL
K,
SU
PP
OR
TIN
G
SIG
NS
AN
D
CL
OSIN
G
SID
EW
AL
KS.
FO
R
NIG
HT
TI
ME
CL
OS
UR
ES,
FL
AS
HIN
G
WA
RNIN
G
LIG
HT
S
SH
AL
L
BE
US
ED
ON
BA
RRIC
AD
ES
BE
US
ED
TO
CO
NT
RO
L
VE
HIC
UL
AR
TR
AF
FIC.
OT
HE
R
DE
VIC
ES,
SU
CH
AS
LA
NE
CL
OS
UR
E
SIG
NIN
G
OR
RO
AD
NA
RR
OW
S
SIG
NS (W
5-1),
MA
Y
ON
LY
TH
E
WO
RK
ZO
NE
TR
AF
FIC
CO
NT
RO
L
DE
VIC
ES
RE
LA
TE
D
TO
PE
DE
ST
RIA
NS
AR
E
SH
OW
N.
SID
EW
AL
KS
FR
OM
VE
HIC
UL
AR
TR
AF
FIC.
TE
MP
OR
AR
Y I
MP
AC
T
AT
TE
NU
AT
OR
SH
OU
LD
BE
US
ED
TO
SE
PA
RA
TE
TH
E
TE
MP
OR
AR
Y
WH
ER
E
HIG
H
SP
EE
DS
AR
E
AN
TICIP
AT
ED,
A
TE
MP
OR
AR
Y
TR
AF
FIC
BA
RRIE
R
AN
D
FE
AT
UR
ES
CO
NSIS
TE
NT
WIT
H
TH
E
FE
AT
UR
ES
PR
ES
EN
T IN
TH
E
EXIS
TIN
G
FA
CILIT
Y.
TE
MP
OR
AR
Y
FA
CILITIE
S
SH
AL
L
BE
DE
TE
CT
AB
LE
AN
D
SH
AL
L IN
CL
UD
E
AC
CE
SSIBILIT
Y
WH
EN
CR
OS
SW
AL
KS
OR
OT
HE
R
PE
DE
ST
RIA
N
FA
CILITIE
S
AR
E
CL
OS
ED
OR
RE
LO
CA
TE
D,
XX
WO
RK
RO
AD
Standard S
heet 619-51
USE
OTHER SID
E
SID
EW
ALK
CLOSED
USE
OTHER SID
E
SID
EW
ALK
CLOSED
USE
OTHER SID
E
SID
EW
ALK
CLOSED
USE
OTHER SID
E
SID
EW
ALK
CLOSED
CR
OSS
WA
LK
PE
DES
TRIA
N
CR
OSS
WA
LK
PE
DES
TRIA
N
AHEA
D
AHEA
D
CL
OS
ED
SID
EW
AL
K
CL
OS
ED
SID
EW
AL
K
SIDEWALK
SHOULDER
TRAVEL LANE
AHE
AD
SID
EW
AL
K
CL
OSE
D
CR
OSS
HE
RE
AHE
AD
SID
EW
AL
K
CL
OSE
D
CR
OSS
HE
RE
W11-2
W11-2
R9-8
R9-8
R9-10
R9-10
W20-1
R9-10
R9-10
W20-1
R9-11
R9-9
R9-9
W16-9
PW11-2
W11-2
R9-11
SIDEWALK
SHOULDER
TRAVEL LANE
SIDEWALK
SHOULDER
SIDEWALK
SHOULDER
TRAVEL LANE
TRAVEL LANE
SID
EW
AL
K
SH
OU
LD
ER
TR
AV
EL
LA
NE
TR
AV
EL
LA
NE
SH
OU
LD
ER
SID
EW
AL
K
SIDEWALK
SHOULDER
SHOULDER
SIDEWALK
SIDEWALK
SHOULDER
SHOULDER
SIDEWALK
(SE
E
NO
TE 8)
MID-
BL
OC
K
CR
OS
SIN
G
CO
DE
S
US
ED IN
THIS
DR
AWIN
G.
LE
GE
ND
S
AN
D
NO
TE
S"
FO
R
LE
GE
ND
OF
SY
MB
OL
S
AN
D/
OR
LE
TT
ER
NO
TE:
SE
E
ST
AN
DA
RD
SH
EE
T
TIT
LE
D "
WO
RK
ZO
NE
TR
AF
FIC
CO
NT
RO
L
pW
16-7
pW
16-9
pW
16-7
CR
OS
SW
AL
K
CL
OS
UR
E
ON 2-
LA
NE 2-
WA
Y
RO
AD
WA
Y
SH
OR
T, IN
TE
RM
EDIA
TE,
OR
LO
NG
TE
RM
ST
ATIO
NA
RY
CR
OS
SW
AL
K
CL
OS
UR
E
AN
D
PE
DE
ST
RIA
N
DE
TO
UR
(NO
T
TO
SC
AL
E)
9.
8.
7.
6.
5.
4.
3.
2.
1.
NO
TE
S:
TY
PE II
BA
RRIC
AD
ES
MA
Y
BE
SU
BS
TIT
UT
ED
FO
R
TY
PE III
BA
RRIC
AD
ES
AS
PE
R 619
ST
AN
DA
RD
SP
ECIFIC
ATIO
NS.
AL
L
MID-
BL
OC
K
CR
OS
SIN
GS
RE
QUIR
E
TH
E
AP
PR
OV
AL
OF
TH
E
RE
GIO
NA
L
DIR
EC
TO
R
OR
HIS/
HE
R
DE
SIG
NE
E.
AR
EA
SH
AL
L
BE
RE
CO
NS
TR
UC
TE
D
TO
BE
AC
CE
SSIB
LE
TO
PE
DE
ST
RIA
NS.
EF
FE
CTIV
E
DA
TE:
01/08/09
(SE
E
NO
TE 3)
(TY
PIC
AL
FO
R
CU
RB
SE
CTIO
N)
AC
CE
SSIBILIT
Y
RA
MP
(SE
E
NO
TE 6)
(CR
OS
S-
HA
TC
HIN
G
OP
TIO
NA
L)
FO
R
CR
OS
SW
AL
K
LIN
ES
TE
MP
OR
AR
Y
PA
VE
ME
NT
MA
RKIN
G
2-5 REV 01/20/12
TE
MP
OR
AR
Y
CR
OS
SW
AL
K
LIN
ES.
FO
R
LO
NG-
TE
RM
ST
ATIO
NA
RY
WO
RK,
TH
E
DO
UB
LE
YE
LL
OW
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ER
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E
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OR
LA
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ES
SH
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LD
BE
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MO
VE
D
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EE
N
TH
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FO
R
NIG
HT
TI
ME
CL
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UR
ES,
FL
AS
HIN
G
WA
RNIN
G
LIG
HT
S
SH
AL
L
BE
US
ED
ON
BA
RRIC
AD
ES
SU
PP
OR
TIN
G
SIG
NS
AN
D
CL
OSIN
G
SID
EW
AL
KS.
SIG
NIN
G
OR
RO
AD
NA
RR
OW
S
SIG
NS (W
5-1),
MA
Y
BE
US
ED
TO
CO
NT
RO
L
VE
HIC
UL
AR
TR
AF
FIC.
ON
LY
TH
E
WO
RK
ZO
NE
TR
AF
FIC
CO
NT
RO
L
DE
VIC
ES
RE
LA
TE
D
TO
PE
DE
ST
RIA
NS
AR
E
SH
OW
N.O
TH
ER
DE
VIC
ES,
SU
CH
AS
LA
NE
CL
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UR
E
PE
DE
ST
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N
TR
AF
FIC
SIG
NA
L
DIS
PL
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ED
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SH
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BE
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D
OR
DE
AC
TIV
AT
ED.
CU
RB
PA
RKIN
G
SH
AL
L
BE
PR
OHIBIT
ED
FO
R
AT
LE
AS
T 50’ IN
AD
VA
NC
E
OF
TH
E
MID-
BL
OC
K
CR
OS
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AL
K.
DE
TE
CT
AB
LE
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D
SH
AL
L IN
CL
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AT
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NSIS
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NT
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H
TH
E
FE
AT
UR
ES
PR
ES
EN
T IN
TH
E
EXIS
TIN
G
FA
CILIT
Y.
WH
EN
CR
OS
SW
AL
KS
OR
OT
HE
R
PE
DE
ST
RIA
N
FA
CILITIE
S
AR
E
CL
OS
ED
OR
RE
LO
CA
TE
D,
TE
MP
OR
AR
Y
FA
CILITIE
S
SH
AL
L
BE
XX
WO
RK
RO
AD
XX
WO
RK
RO
AD
Main Street
Sid
e
Street
INTERSECTIONS
3
REV 01/20/12
ST
AN
DA
RD
SH
EE
T 619-61
NO
T
TO
SC
AL
E
FL
AG
GIN
G
OP
ER
ATIO
N
LA
NE
CL
OS
UR
E
AT
OR
NE
AR IN
TE
RS
EC
TIO
N
SH
OR
T
OR IN
TE
RM
EDIA
TE
TE
RM
ST
ATIO
NA
RY
AH
EA
D
WO
RK
RO
AD
AHEA
D
RO
AD
ONE LA
NE
RO
AD
WORK
EN
D
AH
EA
D
WO
RK
RO
AD
AHEA
D
RO
AD
ONE LA
NE
RO
AD
WORK
EN
D
RO
AD
WORK
EN
D
RO
AD
WORK
EN
D
AH
EA
D
WO
RK
RO
AD
AHEA
D
RO
AD
ONE LA
NE
AH
EA
D
WO
RK
RO
AD
AHEA
D
RO
AD
ONE LA
NE
TIC
KETS
SPEEDIN
G
WORK ZO
NE
AFTER T
WO
SUSPENDED
LIC
ENSE
TIC
KETS
SPEEDIN
G
WORK ZO
NE
AFTER T
WO
SUSPENDED
LIC
ENSE
TIC
KETS
SPEEDIN
G
WORK ZO
NE
AFTER T
WO
SUSPENDED
LIC
ENSE
TIC
KETS
SPEEDIN
G
WORK ZO
NE
AFTER T
WO
SUSPENDED
LIC
ENSE
NY6
H-3)
(SE
E
TA
BL
E
A
(MA
XI
MU
M)
TA
PE
R
100’
(SE
E
NO
TE 5)
NO
TE 6)
(SE
E
A/2
NY6H-3)
(SEE TABLE
A
NOTE 6)
(SEE
A/2
(SEE NOTE 5)
MINI
MU
M
100’
A/2
(SE
E
NO
TE 6)
(MAXIMUM)
TAPER
100’
NY6H-3)
(SEE TABLE
A
NOTE 6)
(SEE
A/2
MINIMUM
100’
NY
R9-11
NY
R9-11
NY
R9-11
NY
R9-11
W20-1
W20-1
W20-1
W20-1
W20-4
W20-4
W20-4
W20-4
(SE
E
NO
TE 7)
(SE
E
NO
TE 7)
(SE
E
NO
TE 7)
(SE
E
NO
TE 7)
(SE
E
NO
TE 7)
(SE
E
NO
TE 4)
G20-2
(SE
E
NO
TE 4)
G20-2
TRAVEL LANE
TR
AV
EL
LA
NE
TR
AV
EL
LA
NE
TRAVEL LANE
TR
AV
EL
LA
NE
215’ - 315’ (TYP.)
FLAGGER LOCATION
(SE
E
NO
TE 4)
G20-2
(SE
E
NO
TE 4)
G20-2
(SE
E
NO
TE 7)
NY6H-3)
TABLE
(SEE
B
NY6H-3)
TABLE
(SEE
CMPH
SPEED LIMIT < 45
300’ - 500’ POSTED
MPH
SPEED LIMIT > 45
1000’ POSTED
NY6
H-3)
TA
BL
E
(SE
E
B
NY6
H-3)
TA
BL
E
(SE
E
C
NOTE 11)
(SEE
LIMIT < 45 MPH
POSTED SPEED
300’ - 500’
45 MPH
SPEED LIMIT >
1000’ POSTED
NY6H-3)
TABLE
(SEE
C
NY6H-3)
TABLE
(SEE
B
SP
EE
D
LI
MIT
< 45
MP
H
300’ - 500’
PO
ST
ED
LI
MIT
> 45
MP
H
1000’
PO
ST
ED
SP
EE
D
NY6
H-3)
(SE
E
TA
BL
E
C
NY6
H-3)
(SE
E
TA
BL
E
B
NOTE 5)
(SEE
TRAVEL LANE
TR
AV
EL
LA
NE
TRAVEL LANE(MAXIMUM)
100’ TAPER
MINIMUM
100’
NOTE 11)
(SEE
NY6
H-3)
(SE
E
TA
BL
E
AS
PE
ED
LI
MIT
< 45
MP
H
300’ - 500’
PO
ST
ED
LI
MIT
> 45
MP
H
1000’
PO
ST
ED
SP
EE
D
CO
DE
S
US
ED IN
THIS
DR
AWIN
G.
LE
GE
ND
S
AN
D
NO
TE
S"
FO
R
LE
GE
ND
OF
SY
MB
OL
S
AN
D/
OR
LE
TT
ER
NO
TE:
SE
E
ST
AN
DA
RD
SH
EE
T
TIT
LE
D "
WO
RK
ZO
NE
TR
AF
FIC
CO
NT
RO
L
NO
TE 11)
(SE
E
EF
FE
CTIV
E
DA
TE:
01/08/09
3-1 REV 01/20/12
W20-7
W20-7
W20-7
W20-7
"SID
EW
AL
K
DE
TO
UR
OR
DIV
ER
SIO
N"
AN
D "
CR
OS
SW
AL
K
CL
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UR
E
AN
D
PE
DE
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N
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TO
UR".
FO
R
PE
DE
ST
RIA
N
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TO
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AC
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MM
OD
ATIO
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FE
R
TO
TH
E
ST
AN
DA
RD
SH
EE
TS
TIT
LE
D
WIT
HIN
TH
E
BU
FF
ER
SP
AC
E
AT
AN
Y
TI
ME.
NO
WO
RK
AC
TIVIT
Y,
EQ
UIP
ME
NT,
OR
ST
OR
AG
E
OF
VE
HIC
LE
S,
OR
MA
TE
RIA
L
SH
AL
L
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NS
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AIN
TS
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T.
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ER
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ES
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NA
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Y
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MIN
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ED
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TE
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WIT
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OR
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AR
TH
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AR
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DITIO
NA
L
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GE
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SH
AL
L
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TE
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TE
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ER
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L
ST
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F.
AL
L
FL
AG
GE
RS
SH
AL
L
US
E 24" (M
IN.)
OC
TA
GO
N
SH
AP
ED
ST
OP/
SL
OW
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LE
S
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G 6’
NIG
HT
TI
ME
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ER
ATIO
NS.
FL
AG
GE
R
AN
D
FL
AG
TR
EE
SH
AL
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ED
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ED
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OM
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ER
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EN
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AG
GIN
G
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ER
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NS
AR
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NO
T
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AG
GE
R
SIG
N (W
20-7)
AN
D
ON
E
LA
NE
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AD
AH
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D
SIG
N (W
20-4)
SH
AL
L
BE
RE
MO
VE
D,
DIS
TA
NC
E
BE
TW
EE
N
TH
E
FL
AG
GE
R
SIG
N (W
20-7)
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D
TH
E
FL
AG
GE
R.
TH
E
FL
AG
TR
EE
SH
AL
L
BE
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CA
TE
D
ON
TH
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SH
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LD
ER,
AT
AP
PR
OXI
MA
TE
LY �
TH
E
QU
EU
E
OF
ST
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PE
D
VE
HIC
LE
S.
CU
RV
E, IN
OR
DE
R
TO
PR
OVID
E
AD
EQ
UA
TE
SIG
HT
DIS
TA
NC
E
FO
R
TH
E
FL
AG
GE
RS
AN
D/
OR
A
LO
CA
TE
TH
E
ON
E-
LA
NE,
TW
O-
WA
Y
TR
AF
FIC
TA
PE
R
PRIO
R
TO
AN
Y
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RIZ
ON
TA
L
OR
VE
RTIC
AL
WH
ER
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EC
TE
D
BY
TH
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EN
GIN
EE
R,
A
BU
FF
ER
SP
AC
E
SH
AL
L
BE
PR
OVID
ED IN
OR
DE
R
TO
OF
TH
E
WO
RK
SP
AC
E.
TH
E
EN
D
RO
AD
WO
RK
SIG
N (G
20-2)
SH
AL
L
BE
PL
AC
ED
A
MA
XI
MU
M
OF 500’
PA
ST
TH
E
EN
D
AC
TIV
E
WO
RK
SP
AC
E.
CH
AN
NE
LIZIN
G
DE
VIC
E
SP
ACIN
G (C
EN
TE
R
TO
CE
NT
ER)
SH
AL
L
NO
T
EX
CE
ED 40’ IN
TH
E
WA
Y.
BE
GIN
NIN
G
OF
TH
E
WO
RK
AR
EA
AN
D
DIR
EC
T
VE
HIC
UL
AR
TR
AF
FIC
TO
RE
MAIN IN
TH
E
TR
AV
EL
DE
VIC
ES
SH
AL
L
BE
US
ED
TO
CL
OS
E
TH
E
SH
OU
LD
ER IN
AD
VA
NC
E
TO
DE
LIN
EA
TE
TH
E
WH
EN
PA
VE
D
SH
OU
LD
ER
S
HA
VIN
G
A
WID
TH
OF 8’
OR
MO
RE
AR
E
CL
OS
ED,
CH
AN
NE
LIZIN
G
OP
ER
ATIO
NS,
UN
LE
SS
OT
HE
RWIS
E
AU
TH
ORIZ
ED
BY
TH
E
EN
GIN
EE
R.
AT
SIG
NA
LIZ
ED IN
TE
RS
EC
TIO
NS,
SIG
NA
LS
SH
AL
L
BE
TU
RN
ED
OF
F
FO
R
AN
Y
FL
AG
GIN
G
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NO
TE
S:
road@work
end
road@work
end
XX
WORK
ROAD
TYPE III BARRICADES
SEE NOTE 5
L@E@F@T@@@@@L@A@N@E
M@U@S@T
T@U@R@N@@@@L@E@F@T
TYPE III BARRICADES WORK AREA
LEFT LANE CLOSURE ON FAR SIDE OF INTERSECTION
L>
> >
>
TYPE III BARRICADES
SEE NOTE 5
L@E@F@T@@@@@L@A@N@E
M@U@S@T
T@U@R@N@@@@L@E@F@T
W20-1
W20-5
R3-7
D3-1
G20-2
R4-7
W4-2(L)
C B A
BUFFER
ORW1-6
SEE NOTE 6
SEE NOTE 6
3-2
ARROW BOARD
FLASHING
7
NOTE
SEE
7
NOTE
SEE
A WORK ZONE SPEED LIMIT.
SPEED LIMIT. SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE
7. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK
6. SEE TABLE NY6H-3 FOR XX/YY LEGENDS
(Pre-Construction)
THE FLASHING ARROW BOARD IS REQUIRED FOR SPEED 40MPH.
5. THE W1-6 SHALL BE USED IF SPEED 40MPH. (Pre-Construction)
4. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft.
3. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4.
2. LEGEND: DELINEATION DEVICE, TYPE III BARRICADE
1. SEE CHAPTER 6F OF THE MUTCD.
BOARD
NOTES:
RE
V 01/20/12
YY@FT
CLOSED
LANE
LEFT
XX
WORK
ROAD
XX
WORK
ROAD
XX
WORK
ROAD
BUFFER
road@work
end
road@work
end
XX
WORK
ROAD
XX
WORK
ROAD
HALF ROAD CLOSURE ON FAR SIDE OF INTERSECTION
TYPE III BARRICADES
L/2
B
L
* *
* *
L/2 B L
*
* *
TYPE III BARRICADES
WORKAREA
>
>
>L/2 B
>
>L
L>
>
>
>
>
*
*
SEE SPECIAL NOTE
SEE SPECIAL NOTE
SEE SPECIAL NOTE
SEE SPECIAL NOTE
*
M@U@S@T
R@I@G@H@T@@@L@A@N@E
T@U@R@N@@@R@I@G@H@T
W20-1
W20-5
R3-2
D3-1
W20-1
R3-1
G20-2
W20-5
W1-3
R3-7
W4-2(R)
W4-2(L)R4-8
*
C B A
FOR SIGN SPACING
SEE OPPOSITE DIRECTION
OR
W1-6R
SEE NOTE 6
SEE NOTE 6
3-3
D3-1
SEE NOTE 5
ARROW BOARD
FLASHING
SEE NOTE 5
ARROW BOARD
FLASHING
NOTE 6
SEENOTE 6
SEE
OR
W1-6L
APPROVAL BY THE REGIONAL TRAFFIC ENGINEER
ALL TURN RESTRICTIONS REQUIRE PRIOR
SPECIAL NOTE:
8
NOTE
SEE
8
NOTE
SEE
SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.
8. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
SHORT TERM PROJECTS, THE MAXIMUM SPACING SHOULD BE 1/2 OF THE NORMAL DEVICE SPACING.
7. WHEN CHANNELIZING DEVICES ARE USED INSTEAD OF PAVEMENT MARKINGS FOR
6. SEE TABLE NY6H-3 FOR XX/YY LEGENDS
IS REQUIRED FOR SPEED 40 MPH. (Pre-Construction)
5. THE W1-6 SHALL BE USED IF SPEED 40 MPH. (Pre-Construction)THE FLASHING ARROW BOARD
4. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft.
3. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4.
2. LEGEND: DELINEATION DEVICE, TYPE III BARRICADE
1. SEE CHAPTER 6F OF THE MUTCD.
NOTES:
RE
V 01/20/12
YY
CLOSED
LANE
RIGHT
YY@FT
CLOSED
LANE
LEFT
XX
WORK
ROAD
XX
WORK
ROAD
road@work
end
XX
WORK
ROAD
road@work
end
XX
WORK
ROAD
>
SEE SPECIALNOTE
MEDIAN WORKAREA
MEDIAN
TYPE III BARRICADESL>
>
>> >
>
SEE NOTE 5
FLUSHFLUSH
*
* SEE SPECIAL
NOTE
NOTE
SEE SPECIAL
L@E@F@T@@@@@L@A@N@E
M@U@S@T
T@U@R@N@@@@L@E@F@T
L/2
MULTIPLE LANE CLOSURES ON FAR SIDE OF INTERSECTIONS
W20-1
W20-5
W1-6
R3-7
R4-7G20-2
R3-2
W4-2(L)
ENGINEER
APPROVAL BY THE REGIONAL TRAFFIC
ALL TURN RESTRICTIONS REQUIRE PRIOR
SPECIAL NOTE:
B AC
BUFFER
OR
SEE NOTE 6
SEE NOTE 6
SEE NOTE 6
3-4
D3-1
SEE NOTE 5
ARROW BOARD
FLASHING
8
NOTE
SEE
8
NOTE
SEE
RE
V 01/20/12
SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.
8. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
SHORT TERM PROJECTS, THE MAXIMUM SPACING SHOULD BE 1/2 OF THE NORMAL DEVICE SPACING.
7. WHEN CHANNELIZING DEVICES ARE USED INSTEAD OF PAVEMENT MARKINGS FOR
6. SEE TABLE NY6H-3 FOR XX/YY LEGENDS
IS REQUIRED FOR SPEED 40 MPH. (Pre-Construction)
5. THE W1-6 SHALL BE USED IF SPEED 40 MPH. (Pre-Construction)THE FLASHING ARROW BOARD
4. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft.
3. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4.
2. LEGEND: DELINEATION DEVICE, TYPE III BARRICADE
1. SEE CHAPTER 6F OF THE MUTCD.
NOTES:
YY
CLOSED
LANE
LEFT
XX
WORK
ROAD
XX
WORK
ROAD
3-5
Blank
To Be
Intended
This Page
REV 01/20/12
MARKINGS
PAVEMENT
4
REV 01/20/12
A B C
A/2
A
OROROR
(RIGHT LANE)
CROSSWALK/STOP BAR PAVEMENT MARKING INSTALLATION
W20-1
4-1
intersection
pedestrians crossing any road at the
Flaggers shall safely control/direct
procedures.
number of Flaggers and Flagging
See Const. Spec. 619-3.02(L) for
and/or pedestrians.
Flaggers/Spotters to control traffic
(No Sidewalks)
Parking Space Allowed
Shoulder or
Special Note:
W4-2R
ARROW BOARD
FLASHING
RE
V 01/20/12
AHEAD
CLOSED
LANE
RIGHT
AHEAD
CLOSED
LANE
RIGHT
W20-7
W20-7
XXWORKROAD
XXWORKROAD
XXWORKROAD
XXWORKROAD
XXWORKROAD
A B C
A/2
A
(ON FAR SIDE OF INTERSECTION)
CROSSWALK/STOP BAR PAVEMENT MARKING INSTALLATION
OROROR
W20-1
4-2
intersection
pedestrians crossing any road at the
Flaggers shall safely control/direct
procedures.
number of Flaggers and Flagging
See Const. Spec. 619-3.02(L) for
and/or pedestrians.
Flaggers/Spotters to control traffic
W4-2R
ARROW BOARD
FLASHING
AHEAD
CLOSED
LANE
RIGHT
AHEAD
CLOSED
LANE
RIGHT
RE
V 01/20/12
W20-7
XXWORKROAD
XXWORKROAD
XXWORKROAD
XXWORKROAD
XXWORKROAD
AC
A/2
BA
(LEFT LANE)
CROSSWALK/STOP BAR PAVEMENT MARKING INSTALLATION
OROROR
W4-2L
4-3
intersection
pedestrians crossing any road at the
Flaggers shall safely control/direct
procedures.
number of Flaggers and Flagging
See Const. Spec. 619-3.02(L) for
and/or pedestrians.
Flaggers/Spotters to control traffic
ARROW BOARD
FLASHING
RE
V 01/20/12
W20-7
AHEAD
CLOSED
LANE
LEFT
AHEAD
CLOSED
LANE
LEFT
XXWORKROAD
XXWORKROAD
XXWORKROAD
XXWORKROAD
XXWORKROAD
FOR PREFORMED STRIPING INSTALLATION
SHORT TERM LANE CLOSURE
(ON AN INTERSECTING SIDE ROAD)
CROSSWALK/STOP BAR PAVEMENT MARKING INSTALLATION
W20-1
RE
V 01/13/10
4-4
intersection
pedestrians crossing any road at the
Flaggers shall safely control/direct
procedures.
number of Flaggers and Flagging
See Const. Spec. 619-3.02(L) for
and/or pedestrians.
Flaggers/Spotters to control traffic
CAUTION MODE
IN
ARROW BOARD
FLASHINGB
FT
A
FT
B FT A FT
XX
WORK
ROAD
W20-7
XX
WORK
ROAD
XX
WORK
ROAD
W20-7a
FOR PREFORMED STRIPING INSTALLATION
SHORT TERM LANE CLOSURE
(ON 2-LANE, 2-WAY ROADWAY)
CROSSWALK/STOP BAR PAVEMENT MARKING INSTALLATION
W20-1
4-5
intersection
pedestrians crossing any road at the
Flaggers shall safely control/direct
procedures.
number of Flaggers and Flagging
See Const. Spec. 619-3.02(L) for
and/or pedestrians.
Flaggers/Spotters to control traffic
CAUTION MODE
IN
ARROW BOARD
FLASHING
XX
WORK
ROAD
XX
WORK
ROAD
XX
WORK
ROAD
XX
WORK
ROAD
B FT A FT
A
FT
B
FT
A FT B FT
B
FT
A
FT
RE
V 01/20/12
OR
FOR PREFORMED STRIPING INSTALLATION
SHORT TERM LANE CLOSURE
(ON 5-LANE ROADWAY, 3-LANES CLOSED)
CROSSWALK/STOP BAR PAVEMENT MARKING INSTALLATION
W20-1
4-6
the intersection
pedestrians crossing any road at
Flaggers shall safely control/direct
procedures.
number of Flaggers and Flagging
See Const. Spec. 619-3.02(L) for
and/or pedestrians.
Flaggers/Spotters to control traffic
CAUTION MODE
IN
ARROW BOARD
FLASHING
RE
V 01/20/12
XX
WORK
ROAD
500 FT
500
FT
XX
WORK
ROAD
XX
WORK
ROAD
500
FT
W20-7
XX
WORK
ROAD
FLAGMAN AHEAD SIGN TYP.
500 FT BETWEEN FLAGGER &
XX
WORK
ROAD
A B C
A/2
W1-6 R
R4-7
W24-1 L
OROROR
W20-1
4-7
on a THREE LANE ROADWAY (RIGHT LANE CLOSED)
EPOXY CROSSWALK/STOP BAR PAVEMENT MARKING INSTALLATION
the intersection
pedestrians crossing any road at
Flaggers shall safely control/direct
procedures.
number of Flaggers and Flagging
See Const. Spec. 619-3.02(L) for
and/or pedestrians.
Flaggers/Spotters to control traffic
ARROW BOARD
FLASHING
RE
V 01/20/12
XXWORKROAD
W20-7
XXWORKROAD
XXWORKROAD
W20-7
XXWORKROAD
XXWORKROAD
AHEAD
CLOSED
LANE
CENTER
A B C
A/2
R4-7
OROROR
W20-1
4-8
on a THREE LANE ROADWAY (CENTER TURN LANE)
EPOXY CROSSWALK/STOP BAR PAVEMENT MARKING INSTALLATION
the intersection
pedestrians crossing any road at
Flaggers shall safely control/direct
procedures.
number of Flaggers and Flagging
See Const. Spec. 619-3.02(L) for
and/or pedestrians.
Flaggers/Spotters to control traffic
CAUTION MODE
in
ARROW BOARD
FLASHING
CAUTION MODE
in
ARROW BOARD
FLASHING
RE
V 01/20/12
AHEAD
CLOSED
LANE
CENTER
XXWORKROAD
XXWORKROAD
AHEAD
CLOSED
LANE
CENTER
XXWORKROAD
XXWORKROAD
AHEAD
CLOSED
LANE
CENTER
XXWORKROAD
W20-7
W20-7 W9-3
4-9
Blank
To Be
Intended
This Page
REV 01/20/12
SPEED
5
LIMIT
SPEED
STATE
55
LIMIT
SPEED
CITY
30
LIMIT
SPEED
50
WORK ZONE
LIMITSPEED
30
REV 01/20/12
LIMITSPEED
XX
L(@I!M!I(@TL(@I!M!I(@T
NOTES:
AREAWORK
S(@P(@E(@E(@D
L(@I!M!I(@T
S(@P(@E(@E(@D
L(@I!M!I(@TD
ARE NECESSARY AFTER EVERY ON RAMP.
5. ADDITIONAL "WORK ZONE" AND "SPEED LIMIT" SIGN COMBINATIONS
ON SPECIFIC SET-UP, WOULD BEGIN AT THIS POINT.
6. ADDITIONAL WORK ZONE SIGNING FROM SPECIFIC TYPICALS, DEPENDING
CRASH ATTENUATOR
BARRIER VEHICLE W/
XX
XX
W20-1
G20-2
W20-5
W3-5
BUFFER SPACES
3. "D" APPROX. = BUFFER ZONE SEE TABLE 6C-2, LONGITUDINAL
FORMULAS FOR DETERMINING TAPER LENGTHS
2. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4,
On an expressway with a posted speed of 55 MPH use a Work Zone speed limit of 45 MPH
On an expressway with a posted speed of 65 MPH use a Work Zone speed limit of 55 MPH
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
S(@P(@E(@E(@D
L(@I!M!I(@T
XX
LSEE NYS SUPPLEMENT SECTION 2B-18 FOR SPEED LIMIT SIGNING
SEE TABLE 212-1, FOR SPEED LIMIT SIGN SPACING
8’ OR GREATER
REQUIRED WHEN PAVED SHOULDER IS
BARRIER VEHICLE W/CRASH ATTENUATOR
5-1
R#O$A@D
W#O@R@K
1 MILE
ROAD WORK
END
TA
PE
R
BE
GIN
S
ME
RGIN
G
TA
PE
R
EN
DS
ME
RGIN
G
No Signs Allowed in this Area
S(@P(@E(@E(@D
L(@I!M!I(@T
XX
SE
E
NO
TE 8
8. MAX. SPACING BETWEEN SPEED LIMIT SIGNS IS 1/2 MILE.
AND THE RIGHT SIDE OF THE ROAD.
TRAVEL LANES ARE OPEN, THEN YOU NEED TO SIGN BOTH THE LEFT
NEED TO INSTALL SIGNS ON THE RIGHT SIDE OF THE ROAD. IF TWO
9. IF THERE IS ONLY ONE TRAVEL LANE OPEN, THEN YOU ONLY
SEE NOTE 9
7. "D" - SEE TABLE NY2-A.
ON 2-LANE or 3-LANE, 1 - WAY EXPRESSWAY/FREEWAY (1-STEP SPEED REDUCTION)
WORK ZONE TRAFFIC CONTROL FOR SPEED REDUCTION
40 FT.
4. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE
500’
1100’
100’ 500’
1,000’ 2,640’
1500’
2,640’
200’-500’ 500’
ARROW BOARD
FLASHING
WORK ZONES
IN
SPEEDING
DOUBLED FOR
FINES
NYR9-12
ZONE SPEED LIMIT.
10. SIGN NYR9-12 SHALL ONLY BE USED ON PROJECTS WITH A WORK
RE
V 01/20/12
SEE NOTE 10
W4-2LZONE
WORKG20-5aP
R2-1
ZONE
WORK
ZONE
WORK
1 2 MILE
CLOSED
LANE
LEFT
W3-5
road@work
end
road@work
end
LIMITSPEED
YY
LIMITSPEED
YY
Note 5
SEE1/2 Mile
Max. Spacing =
XX
WORK
ROAD
(Max) or A.O.B.E.
1,000’
XX
WORK
ROAD
100’
WORK AREAWORK AREAWORK AREA
SEE NOTE 4
SEE NOTE 4
S(@P(@E(@E(@D
L(@I!M!I(@T
XX
S(@P(@E(@E(@D
L(@I!M!I(@T
YY
S(@P(@E(@E(@D
L(@I!M!I(@T
YY
S(@P(@E(@E(@D
L(@I!M!I(@T
YY
S(@P(@E(@E(@D
L(@I!M!I(@T
YY
S(@P(@E(@E(@D
L(@I!M!I(@T
YY
S(@P(@E(@E(@D
L(@I!M!I(@T
YY
S(@P(@E(@E(@D
L(@I!M!I(@T
XX
"XX" = LEGAL POSTED SPEED LIMIT
"YY" = POSTED SPEED LIMIT MINUS 10 MPH
W20-1
G20-2
SEE NYS SUPPLEMENT SECTION 2B-18 FOR SPEED LIMIT SIGNING
SEE TABLE 212-1 FOR SPEED LIMIT SIGN SPACING
R2-1
IN OTHER DIRECTION
SEE TYPICAL SIGN SPACING
5-2
ON 2- LANE/3-LANE/4-LANE/5-LANE & 6-LANE, 2 - WAY ROADWAY
WORK ZONE TRAFFIC CONTROL FOR SPEED REDUCTION OF 10 MPH
WORK ZONES
IN
SPEEDING
DOUBLED FOR
FINES
WORK ZONES
IN
SPEEDING
DOUBLED FOR
FINES
NYR9-12
SEE NOTE 6
RE
V 01/20/12
ZONE
WORK
ZONE
WORK
ZONE
WORK
ZONE
WORK
ZONE
WORK
ZONE
WORK
G20-5aP
SPEED LIMIT.
5. SIGN NYR9-12 SHALL ONLY BE USED ON PROJECTS WITH A WORK ZONE
4. SEE TABLE NY2C-4 (NYS SUPPLEMENT) FOR MINIMUM DISTANCE.
SIGNING REQUIREMENTS.
WORK AREA. REFER TO SPECIFIC TYPICAL DETAILS FOR ADDITIONAL
3.THIS SIGN REPRESENTS THE START OF ROAD WORK SIGNING FOR THE
ARE NECESSARY AFTER EVERY INTERSECTING SIDE ROAD.
2. ADDITIONAL "WORK ZONE" AND "SPEED LIMIT" SIGN COMBINATIONS
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
5-3
Blank
To Be
Intended
This Page
REV 01/20/12
RAMPS
6
RAMP@45@MPH
NARROWS
RAMP
RAMP
MPH
25 RAMP
ON
REV 01/20/12
road@work
end
BUMP
BUMP
BUMPPAVEMENT
GROOVED
TRAFFIC SIGNING FOR MILLED OFF RAMP
MILLED AREA
SEE NOTE 2 SEE NOTE 2
FL
AS
HIN
G
WA
RNIN
G
LIG
HT
DR
UM
WIT
H
W20-1
G20-2
FLASHING WARNING LIGHT
DRUM WITH
W8-1
NYW5-16
6-1
RAMP
RAMP RAMP
motorcycle riders to the condition.
and is open to traffic, warning
that has been milled or grooved
(PVMS) in advance of pavement
portable variable message sign
The Contractor shall place a
MESSAGE 1 MESSAGE 2
PVMS
AHEAD
PAVEMENT
GROOVED
CAUTION
USE
BIKERS
2. ADVANCE POSTING DISTANCE AS PER TABLE NY2C-4.
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
RE
V 01/20/12
W8-15
1 MILE
WORK
ROAD
BUMP
road@work
end
BUMP
PAVEMENT
GROOVED
BUMP
PAVEMENT
GROOVED
MILLED AREA
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
FLASHING WARNING LIGHT
DRUM WITH
FLASHING WARNING LIGHT
DRUM WITH
W20-1
G20-2
W8-1
NYW5-16SEE NOTE 2
6-2
RAMP
RAMP
RAMP
RAMP
RAMP
RAMP
motorcycle riders to the condition.
and is open to traffic, warning
that has been milled or grooved
(PVMS) in advance of pavement
portable variable message sign
The Contractor shall place a
MESSAGE 1 MESSAGE 2
PVMS
AHEAD
PAVEMENT
GROOVED
MESSAGE 1 MESSAGE 2
PVMS
AHEAD
PAVEMENT
GROOVED
CAUTION
USE
BIKERS
MILLED ON RAMP
FOR
TRAFFIC SIGNING
CAUTION
USE
BIKERS
2. ADVANCE POSTING DISTANCE AS PER TABLE NY2C-4.
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
RE
V 01/20/12
XX
WORK
ROAD
W8-15
XX
WORK
ROAD
DELINEATION SPACING IN THE VICINITY OF A CLOSED EXIT RAMP
500’ Minimum
13’ Max. Typ. Spacing Required When Workers Are Present
VARIES
R#O$A@D
C@L$O#S@E@D
WORK IS BEING PREFORMED.
OR DRUMS TO CLOSE RAMP WHEN NO
USE EITHER TYPE III BARRICADES,
R11-2
6-3
(Typ. )Max.40’
(Typ. )Max.40’
RE
V 01/20/12
PRESENT OR NEED TO PROTECT ERRANT VEHICLE FROM A HAZARD.
MODE & CRASH ATTENUATOR TO CLOSE RAMP WHEN WORKERS ARE
USE A BARRIER VEHICLE W/FLASHING ARROW BOARD IN CAUTION
SINGLE LANE CLOSURE NEAR ENTRANCE RAMP
NOT TO SCALE
EXPRESSWAY / FREEWAY
SHORT, INTERMEDIATE, OR LONG TERM STATIONARY
OF
RO
AD
WA
Y
ON
EA
CH
SID
E
SIG
NS
SA
ME
VEHICLE(S)
BARRIER
1000’ 2625’ 1500’ 1000’
(SEE TABLE 6H-4)
MERGING TAPER
L
(SEE NOTE 7)
(SEE TABLE 6H-4)
MERGING TAPER
L
500’
500’
(SEE NOTE 6)
TAPER
DOWNSTREAM
100’
MAXIMUM
500’
(SEE TABLE 6H-4)
L
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
1 MILE
WORK
ROAD
YIELD ROAD WORK
END
NYR9-11
W20-1
W20-5
W4-2R
(SEE NOTE 8)
(SEE NOTES 7 AND 9)
W3-2
(SEE NOTE 9)
W20-1
(SEE NOTES 7 AND 9)
R1-2
W4-1R
ALL BARRIER VEHICLE(S)
G20-2
SHOULDER
TRAVEL LANE
(SEE NOTE 3)
BARRIER VEHICLE SET-UP
SHOULDER
RAMP
NOTE 1)
6H-4 FOR L AND
L/3 (SEE TABLE
SHOULDER TAPER
SHOULDER
TRAVEL LANE
TRAVEL LANE
(SEE TABLE 6C-2 AND NOTE 4)
BUFFER SPACE
OR
NY2-A)
(SEE TABLE
DISTANCE
PLACEMENT
AND NOTE 1)6H-4 FOR L(SEE TABLETAPER L/
3SHOULDER
6.
5.
4.
3.
2.
1.
NOTES:
9.
8.
7.
(SEE NOTE 5)
PAVEMENT MARKING OPTIONAL
TEMPORARY / INTERM WHITE
(SEE NOTE 5)
PAVEMENT MARKING OPTIONAL
TEMPORARY / INTERM YELLOW
(SEE NOTE 2)
CHANNELIZING DEVICES
6-4
Standard Sheet 619-33EFFECTIVE DATE: 01/07/10
RE
V 01/20/12
RIGHTLANE
CLOSED
MILE12
XX
WORK
ROAD
SHOULDER HAVING A WIDTH OF 2.4 m OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 450 m.
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED
THAT ARE CONFLICTING OR MISLEADING SHALL BE REMOVED OR COVERED.
USED IN ACCORDANCE TO THE CONTRACT DOCUMENTS. ANY EXISTING PAVEMENT MARKINGS
FOR LONG DURATION LANE CLOSURES, TEMPORARY / INTERIM PAVEMENT MARKINGS SHALL BE
WITHIN THE BUFFER SPACE AT ANY TIME.
NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR
SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES’.
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD
WORK SPACE.
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE
WORK SPACE AND TO DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVELED WAY.
SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF THE
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING DEVICES
PLACED IN PAIRS (ONE ON EACH SIDE OF THE RAMP).
SPEED PLAQUES LOCATED IN ADVANCE OF THE ENTRANCE TERMINAL SHALL BE
IF THE RAMP CURVES SHARPLY TO THE RIGHT, WARNING SIGNS WITH ADVISORY
THE RAMP.
TO STABILIZE BEFORE ENCOUNTERING THE VEHICULAR TRAFFIC MERGING FROM
MAINLINE MERGING TRAFFIC FROM THE LANE CLOSURE HAS THE OPPORTUNITY
IS NOT VISIBLE TO DRIVERS ON THE ENTRANCE RAMP, AND SO THAT THE
SHALL BE LOCATED SUFFICIENTLY IN ADVANCE SO THAT THE ARROW PANEL
MAINLINE MERGING TAPER WITH THE ARROW PANEL AT ITS STARTING POINT
CONDITION AS PER THE CONTRACT PLANS.
CONTRACTOR SHALL PROVIDE ADEQUATE ACCELERATION DISTANCE FOR YIELD
W4-3
1 MILE
WORK
ROAD
�
road@work
end
L D
WORK AREA
SEE NOTE #6
W20-1W20-1
W20-1
W20-1
W20-5
G20-2
W4-2(R)
ABC
BU
OF AN ENTRANCE RAMP
IN A TRAVEL LANE IN THE VICINITY
WORK ZONE TRAFFIC CONTROL FOR WORK AREA
L/3
6-5
& CRASH ATTENUATOR
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
IS GREATER THAN 8’)
(WHEN PAVED SHOULDER
& CRASH ATTENUATOR
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
TRAILERED FLASHING ARROW BOARD
OR
FLASHING ARROW BOARD
CRASH ATTENUATOR &
BARRIER VEHICLE W/
RE
V 01/20/12
7
NOTE
SEE
SPEED LIMIT
LIMIT. SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE
7. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED
300 Ft. - 500 Ft. UPSTREAM FOR SPEEDS UNDER 45 MPH.
THE 85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND
6. INSTALL SIGN 1000 Ft. UPSTREAM OF THE WARNING SIGN ON HIGHWAYS WITH
THEN THE FULL TAPER SHALL BE COMPLETED BEFORE THE INTERSECTION.
SIDEROADS OR INTERCHANGES, IF AN INTERSECTION FALLS WITHIN THE "L" DISTANCE
5. "L" DISTANCE SHOULD BE PROVIDED WHERE NO INTERFERENCE OCCURS WITH
4. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft.
ROLL-AHEAD DISTANCE FOR BARRIER VEHICLES
3. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT, SEE TABLE NY2-A -
2. "BU" APPROX. = BUFFER ZONE, SEE TABLE 6C-2, LONGITUDINAL BUFFER
STANDARD TAPER LENGTHS
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, FORMULAS FOR DETERMINING
NOTES:
xx
WORK
ROAD
MILE
CLOSED
LANE
RIGHT
1 MILE
WORK
ROAD
�
road@work
end
L DL D
WORK AREA
L D
W20-1
W20-5
G20-2
W4-2(R)
C B A
BU
(SEE TABLE NY6H-3)
BEFORE THE VICINITY OF AN EXIT RAMP
WORK ZONE TRAFFIC CONTROL FOR WORK AREA
6-6
E5-1(R)
500’100’
TRAILERED FLASHING ARROW BOARD
OR
FLASHING ARROW BOARD
CRASH ATTENUATOR &
BARRIER VEHICLE W/
IS GREATER THAN 8’)
(WHEN PAVED SHOULDER
& CRASH ATTENUATOR
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
& CRASH ATTENUATOR
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
RE
V 01/20/12
SPEED LIMIT
LIMIT. SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE
7. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED
300 Ft. - 500 Ft. UPSTREAM FOR SPEEDS UNDER 45 MPH.
THE 85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND
6. INSTALL SIGN 1000 Ft. UPSTREAM OF THE WARNING SIGN ON HIGHWAYS WITH
THEN THE FULL TAPER SHALL BE COMPLETED BEFORE THE INTERSECTION.
SIDEROADS OR INTERCHANGES, IF AN INTERSECTION FALLS WITHIN THE "L" DISTANCE
5. "L" DISTANCE SHOULD BE PROVIDED WHERE NO INTERFERENCE OCCURS WITH
4. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft.
ROLL-AHEAD DISTANCE FOR BARRIER VEHICLES
3. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT, SEE TABLE NY2-A -
2. "BU" APPROX. = BUFFER ZONE, SEE TABLE 6C-2, LONGITUDINAL BUFFER
STANDARD TAPER LENGTHS
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, FORMULAS FOR DETERMINING
NOTES:
SEE NOTE 6
7
NOTE
SEE
MILE
CLOSED
LANE
RIGHT
Standard Sheet 619-34
SINGLE LANE CLOSURE NEAR EXIT RAMP
NOT TO SCALE
EXPRESSWAY / FREEWAY
SHORT, INTERMEDIATE, OR LONG TERM STATIONARY
1000’ 2625’ 1500’ 1000’
(SEE TABLE 6H-4)
MERGING TAPER
L 1000’ MINIMUM
(SEE TABLE 6H-4)
L
(SEE TABLE 6H-4)
L
(SEE TABLE 6C-2 AND NOTES 4 AND 5)
BUFFER SPACE
(SEE NOTE 3)
BARRIER VEHICLE SET-UP
VEHICLE
BARRIER
NY2-A)
(SEE TABLE
DISTANCE
PLACEMENT
(SEE NOTE 7)
TAPER
DOWN STREAM
100’
MAXIMUM
500’RAMP
SHOULDER
TRAVEL LANE
TRAVEL LANE
TRAVEL LANE
SHOULDER
OF
RO
AD
WA
Y
ON
EA
CH
SID
E
SIG
NS
SA
ME
ALL BARRIER VEHICLE(S)
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
1 MILE
WORK
ROAD
EXIT
ROAD WORK
END
NYR9-11
W20-1
W20-5
W4-2R
G20-2
FOR L AND NOTE 1)
(SEE TABLE 6H-4
TAPER L/3
SHOULDER
CODES USED IN THIS DRAWING.
LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER
NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL
OR
OPTIONAL (SEE NOTE 5)
WHITE PAVEMENT MARKING
TEMPORARY / INTERM
(SEE NOTE 5)
ROAD WORK
END
G20-2
MAXIMUM
500’
SHOULDER HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED
BE PLACED AT THE END OF THE SHOULDER TAPER AND SHALL DISPLAY IN THE CAUTION MODE.
"SHOULDER CLOSURE EXPRESSWAY/FREEWAY, IN ADDITION, THE ARROW PANEL SHALL
CLOSURE - LONG TERM STATIONARY - EXPRESSWAY/FREEWAY" ON THE STANDARD SHEET TITLED
SHALL BE CHANGED TO INDICATE THAT ONLY THE SHOULDER IS CLOSED AS SHOWN IN THE DETAIL "SHOULDER
DURING THE PERIOD WHEN THE RIGHT LANE IS OPENED, THE SIGN LEGENDS AND CHANNELIZATION
MOVABLE BARRIER IS USED, THE TEMPORARY / INTERIM WHITE PAVEMENT MARKINGS SHALL NOT BE USED.
DURING NON WORK PERIODS OR AS PEAK PERIOD VEHICULAR TRAFFIC CONDITIONS EXIST. WHEN
IF WORK ACTIVITY PERMITS, A MOVABLE BARRIER MAY BE USED AND RELOCATED TO THE SHOULDER
CONFLICTING OR MISLEADING SHALL BE REMOVED OR COVERED.
ACCORDANCE TO THE CONTRACT DOCUMENTS. ANY EXISTING PAVEMENT MARKINGS THAT ARE
FOR LONG DURATION LANE CLOSURES, TEMPORARY / INTERIM PAVEMENT MARKINGS SHALL BE USED IN
THE BUFFER SPACE AT ANY TIME.
NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN
TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES",
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET
WORK SPACE.
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE
SPACE AND TO DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVELED WAY.
SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING DEVICES
OPTIONAL (SEE NOTE 5)
YELLOW PAVEMENT MARKING
TEMPORARY / INTERM
(SEE NOTE 2)
CHANNELIZING DEVICES
OPTIONAL (SEE NOTE 5)
WHITE PAVEMENT MARKING
TEMPORARY / INTERM
6-7
EFFECTIVE DATE: 01/07/10
E5-1
MILE
CLOSED
LANE
RIGHT
12
RE
V 01/20/12
8.
7.
6.
5.
4.
3.
2.
1.
NOTES:
W3-1
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
W20-1
W20-1
R1-1
6-8
ON A 2-LANE OR 3-LANE FREEWAY or EXPRESSWAY
DELINEATION SPACING IN THE VICINITY OF AN ENTRANCE RAMP
40’ 100’
20’ C to C
100’ 40’
40’
50’ 500’ Max.
100’ 40’
20’ C to C20’ C to C
100’
5’
RE
V 01/20/12
6-9
Blank
To Be
Intended
This Page
REV 01/20/12
ROADS
2 LANE
7
A STREET OR HIGHWAY OTHER THAN A FREEWAY OR EXPRESSWAY
CONVENTIONAL ROAD -
REV 01/20/12
NOT TO SCALE
2-LANE 2-WAY ROADWAY
SHORT OR INTERMEDIATE TERM STATIONARY
SHOULDER CLOSURE
Standard Sheet 619-20
8.
7.
6.
5.
4.
3.
2.
1.
NOTES:
AHEAD
WORK
ROAD
WORK
SHOULDER
ROAD WORK
END
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
ROAD WORK
NEXT XX MILES
XX MILES
NEXT
TRAVEL LANE
SHOULDER
(SEE TABLE NY6H-3)
B
(SEE TABLE NY6H-3)
A
VEHICLE
BARRIER
TAPER
DOWNSTREAM
100’
MAXIMUM
500’
(SEE NOTE 5)
BARRIER VEHICLE SETUP
(SEE TABLE 6C-2 AND NOTE 2)
BUFFER SPACE
NYR9-11
(SEE NOTE 4)
G20-1
W20-1 W21-5
G20-2
(SEE TABLE NY2-A)
(SEE NOTE 8)
LIMIT > 45
1000’ POSTED SPEED
SPEED LIMIT < 45
300’ - 500’ POSTED
TRAVEL LANE
SHOULDER
(SEE NOTE 1)
10’ MINIMUM
OR
OR
(SEE NOTES 3 AND 6)
aPW7-3
6H-4 FOR L)
(SEE TABLE
TAPER (L/3)
SHOULDER
DISTANCE
PLACEMENT
(SEE NOTE 7)
CHANNELIZING DEVICES
7-1
EFFECTIVE DATE: 01/07/10
RE
V 01/20/12
HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE WORK SPACE.
BETWEEN THE ADVANCE WARNING SIGN AND WORK SHALL NOT EXCEED 5 MILES.
IN SITUATIONS WHERE MULTIPLE WORK LOCATIONS EXIST WITHIN A LIMITED DISTANCE, THE DISTANCE
TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET
AHEAD SIGN (W20-1) IF WORK LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES.
THE ROAD WORK NEXT XX MILES SIGN (G20-1) MAY BE USED INSTEAD OF THE ROAD WORK
(W21-5).
A SUPPLEMENTAL DISTANCE PLAQUE (W7-3aP ) SHOULD BE USED WITH THE SHOULDER WORK SIGN
WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK IS 2MILES TO 5 MILES,
WITHIN A BUFFER SPACE.
NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR
CLOSURE, USE THE DETAIL FOR SHORT OR INTERMEDIATE TERM STATIONARY FLAGGING OPERATION.
WHEN THE MINIMUM LANE WIDTH OF 10’ CANNOT BE MAINTAINED DUE TO A SHOULDER
(SEE NOTE 3)
SHADOW VEHICLE SETUP
MAXIMUM
500’
TRAVEL LANE
SHOULDER
AHEAD
WORK
ROAD
WORK
SHOULDER
ROAD WORK
END
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
ROAD WORK
NEXT XX MILES
NYR9-11
(SEE NOTE 4)
W20-1
XX MILES
NEXT
W21-5G20-2
WORK
SHOULDER
W21-5
NOTES 2 AND 4)
G20-1 (SEE
SHADOW VEHICLE
10’ MINIMUM
LIMIT > 45 MPH
1000’ POSTED SPEED
SPEED LIMIT < 45 MPH
300’ - 500’ POSTED
TRAVEL LANE
SHOULDER
SHOULDER
TRAVEL LANE
TRAVEL LANE
SHOULDER
10’ MINIMUM
NY2-B)
(SEE TABLE
DISTANCE
PLACEMENT
(SEE NOTE 3)
SHADOW VEHICLE SETUP
SHADOW VEHICLE
NY2-B)
(SEE TABLE
DISTANCE
PLACEMENT
OR
(MULTIPLE WORK LOCATIONS)
2-LANE 2-WAY ROADWAY
SHORT DURATION STATIONARY OR MOBILE
SHOULDER CLOSURE
2-LANE 2-WAY ROADWAY
MOBILE OPERATION
SHOULDER CLOSURE
(NOT TO SCALE)
(NOT TO SCALE)
Standard Sheet 619-21
7-2
Standard Sheet 619-21
EFFECTIVE DATE: 01/07/10
RE
V 01/20/12 ADVANCE WARNING SIGN AND WORK SHALL NOT EXCEED 5 MILES.
PLACE STATIONARY SIGNS, THE DISTANCE BETWEEN THE
WITHIN A LIMITED DISTANCE AND MAKE IT PRACTICAL TO
4.IN SITUATIONS WHERE MULTIPLE WORK LOCATIONS EXIST
TRAFFIC CONTROL LEGENDS AND NOTES".
AND NY2-B ON THE STANDARD SHEET TITLED "WORK ZONE
3.FOR SHADOW VEHICLE USE REQUIREMENTS SEE TABLES NY1-B
LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES.
INSTEAD OF THE ROAD WORK AHEAD SIGN (W20-1) IF WORK
2.THE ROAD WORK NEXT XX MILES SIGN (G20-1) MAY BE USED
SIGN (W20-1).
) SHOULD BE USED WITH THE ROAD WORK AHEADaP PLAQUE (W7-3
AND WORK IS 2 MILES TO 5 MILES, A SUPPLEMENTAL DISTANCE
1.WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS
NOTES:
(SEE NOTE 1)
aPW7-3
Standard Sheet 619-60
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE LANE
ROAD WORK
END
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE LANE
ROAD WORK
END
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
(SEE TABLE NY6H-3)
C
(SEE TABLE NY6H-3)
B
NOTE 1)
(SEE TABLE 6H-4 AND
L/3 SHOULDER TAPER
(TYP.)
TRAFFIC TAPER
TWO-WAY
ONE LANE
100’ SEE NOTE 7
(TYP.)
TRAFFIC TAPER
TWO-WAY
ONE LANE
100’(SEE NOTE 5)
A/2
(SEE NOTE 8)
(SEE TABLE NY6H-3)
A
(SEE TABLE NY6H-3)
B
(SEE TABLE NY6H-3)
CAND NOTE 1)
(SEE TABLE 6H-4
TAPER
L/3 SHOULDER
SHOULDER
TRAVEL LANE
(SEE NOTE 12)
MINIMUM
100’
MINIMUM
100’ (SEE NOTE 12)
NYR9-11
W20-1 W20-4
(SEE NOTE 6)
G20-2
(SEE NOTE 6)
G20-2
W20-4 W20-1
NYR9-11
(SEE NOTE 9)
(SEE NOTE 9)
215’ - 315’
FLAGGER LOCATION
SHOULDER
TRAVEL LANE
SHOULDER
TRAVEL LANE
TRAVEL LANE
SHOULDER
LIMIT > 45 MPH
1000’ POSTED SPEED
MPH
SPEED LIMIT < 45
300’ - 500’ POSTED
MPH
SPEED LIMIT > 45
1000’ POSTED
LIMIT < 45 MPH
POSTED SPEED
300’ - 500’
7.
6.
5.
4.
3.
2.
1.
NOTES:
12.
11.
10.
9.
8.
DISTANCE FOR THE FLAGGERS AND/OR A QUEUE OF STOPPED VEHICLES.
HORIZONTAL OR VERTICAL CURVE, IN ORDER TO PROVIDE ADEQUATE SIGHT
ORDER TO LOCATE THE ONE-LANE, TWO-WAY TRAFFIC TAPER PRIOR TO ANY
WHERE DIRECTED BY THE ENGINEER, A BUFFER SPACE SHALL BE PROVIDED IN
PAST THE END OF THE WORK SPACE.
THE END ROAD WORK SIGN (G20-2) SHALL BE PLACED A MAXIMUM OF 500’
DISTANCE GREATER THAN 1500’.
WHEN A PAVED SHOULDER HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS)
NOT EXCEED 40’ IN THE ACTIVE WORK SPACE.
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL
SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY TIME.
NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL
COMMERCIAL DRIVEWAYS LOCATED WITHIN OR NEAR THE ACTIVE WORK SPACE.
ADDITIONAL FLAGGERS SHALL BE LOCATED AT ALL INTERSECTIONS AND
CONTROL DEVICES AND/OR FLAGGERS SHALL BE PLACED AS NEEDED.
WORK ZONE TRAFFIC CONTROL AREA, ADDITIONAL TEMPORARY TRAFFIC
WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A
DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVEL WAY.
ADVANCE TO DELINEATE THE BEGINNING OF THE WORK AREA AND
CHANNELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED,
LANE CLOSURE ON 2-LANE 2-WAY ROADWAY
SHORT OR INTERMEDIATE TERM STATIONARY
FLAGGING OPERATION
(NOT TO SCALE)
A
(SEE TABLE NY6H-3)
(SEE NOTE 8)
A/2
(SEE NOTE 4)
CHANNELIZING DEVICES
7-3
EFFECTIVE DATE: 01/07/10
REV 01/20/12
W20-7
W20-7
CONSTRAINTS EXIST.
CENTERLINE CHANNELIZING DEVICES ARE OPTIONAL AND MAY BE ELIMINATED WHERE SPACE
HAVING 6’ STAFF.
ALL FLAGGERS SHALL USE 24" (MIN.) OCTAGON SHAPED STOP/SLOW PADDLES
DURING NIGHT TIME OPERATIONS.
FLAGGER AND FLAG TREE SHALL BE ILLUMINATED TO LEVEL II ILLUMINATION
OCCURRING.
COVERED OR TURNED AWAY FROM ROAD USERS WHEN FLAGGING OPERATIONS ARE NOT
FLAGGER SIGN (W20-7) AND ONE LANE ROAD AHEAD SIGN (W20-4) SHALL BE REMOVED,
� THE DISTANCE BETWEEN THE FLAGGER SIGN (W20-7) AND THE FLAGGER.
THE FLAG TREE SHALL BE LOCATED ON THE SHOULDER, AT APPROXIMATELY
WORK AREA
BA C
L/3
A/2
NY6H-3)
(SEE TABLE
NY6H-3)(SEE TABLE
NY6H-3)(SEE TABLE
road@work
end
AHEAD
ROAD
ONE@LANE
road@work
end
AHEAD
ROAD
ONE@LANE
SLOWSLOW
>
>
SLOW
VARIE
S
W20-1
W20-7a
G20-2
W20-4
FOR SIGN SPACING
SEE OTHER APPROACH
ON 2-LANE, 2-WAY CURVED ROADWAY
WORK ZONE TRAFFIC CONTROL FOR WORK AREA
7-4
100’
VEHICLES THROUGH THE WORK ZONE.
THE CONTRACTOR SHALL USE PILOT CARS TO LEAD LINES OF
1/2 MILE OR WHERE SHOWN IN THE CONTRACT DOCUMENTS,
7. WHERE THE DISTANCE BETWEEN FLAGGERS IS MORE THAN
USED TO POSITION THE TAPER IN ADVANCE OF THE CURVE.
LONGITUDINAL BUFFER. THIS LONGITUDUNAL BUFFER SPACE IS
6. "BU" APPROX. = BUFFER ZONE, SEE TABLE 6C-2,
FLAGGERS IS REQUIRED.
SIGHT OF EACH OTHER, ELECTRONIC COMMUNICATION BETWEEN
5. WHEN COMPANION FLAGGERS ARE FAR APART, OR OUT OF
STANDARD TAPER LENGTHS
4. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4,
3. STOP/SLOW PADDLES ARE MANDATORY FLAGGING DEVICES.
SHALL BE 40 Ft.
2. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
RE
V 01/20/12
315’
to
215’
xx
WORK
ROAD
xx
WORK
ROAD
mph
road@work
end
mph
mph
SHOULDER
NO
mile
next
X
road@work
end
mph
mph
L/2L/2
W20-1
L/2L/2L/2
WORK AREA
L/2
W20-2
L/2L/2
G20-2
WORK AREA
L/2
SEE NOTE 7
W1-6
W1-4
W1-4
BLACK AND WHITE
R4-7
ON 2-LANE, 2-WAY ROADWAY
WORK ZONE TRAFFIC CONTROL FOR WORK AREA
VEHICLE
BARRIER
DIST
AHEAD
ROLL
L/3
AB
BU
XXXX
XX
XX
7-5
Max.
500’
RE
V 01/20/12
10
NOTE
SEE
10
NOTE
SEE
xx
WORK
ROAD
SEE NOTE 5
W13-1P
SEE NOTE 6&8
W8-23
SEE NOTE 5
W13-1PW7-3aP
xx
WORK
ROAD
SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.
10.SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
PROJECTS, THE MAXIMUM SPACING SHOULD BE 1/2 OF THE NORMAL DEVICE SPACING.
9. WHEN CHANNELIZING DEVICES ARE USED INSTEAD OF PAVEMENT MARKINGS FOR SHORT TERM
BE REQUIRED AT APPROPRIATE INTERVALS
8. ADDITIONAL SIGNING, SUPPLEMENTED WITH AUXILIARY MILEAGE SUBPANELS MAY
LANE.
7. THE MINIMUM SHOULDER WIDTH NEEDS TO BE 10 Ft. FOR USE AS A TEMPORARY
6. ADVANCE POSTING DISTANCE AS PER TABLE NY2C-4, ADVANCE PLACEMENT OF WARNING SIGNS
ADVANCE POSTING DISTANCE SHALL BE PER TABLE NY2C-4, ADVANCE PLACEMENT OF WARNING SIGNS
5. "XX" POSTED SPEED IS TO BE DETERMINED BY THE REGIONAL TRAFFIC ENGINEER.
4. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft.
3. "BU’’ APPROX. = BUFFER ZONE, SEE TABLE 6C-2, LONGITUDINAL BUFFER
2. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
PAVEMENT
GROOVED
mile
next
BUMP
BUMP road@work
end
PAVEMENT
GROOVED
mile
nextBUMP BUMP
road@work
end
TRAFFIC SIGNING FOR MILLED ROADWAY
MILLED AREAMILLED AREA
TRAFFIC SIGNING FOR MILLED ROADWAY
FLASHING WARNING LIGHT
DRUM WITH
FLASHING WARNING LIGHT
DRUM WITH
SEE NOTE 2&7
W20-1
G20-2
W8-1
NYR9-11
SEE NOTE 3
7-6
XX
XX
MESSAGE 1 MESSAGE 2
PVMS
AHEAD
PAVEMENT
GROOVED
CAUTION
USE
BIKERS
MESSAGE 1 MESSAGE 2
PVMS
AHEAD
PAVEMENT
GROOVED
CAUTION
USE
BIKERS
RE
V 01/20/12
8
NOTE
SEE
8
NOTE
SEE
and is open to traffic, warning motorcycle riders to the condition.
(PVMS) in advance of pavement that has been milled or grooved
The Contractor shall place a portable variable message sign
619-3.02
SEE NOTES 5 & 6
W7-3aP
W8-15xx
WORK
ROAD
xx
WORK
ROAD
SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.
8. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
APPROPRIATE INTERVALS
7. ADDITIONAL SIGNING, SUPPLEMENTED WITH AUXILIARY MILEAGE SUBPANELS MAY BE REQUIRED AT
OMITTED.
WHEN THE W8-15 IS LOCATED WITHIN 1,000 Ft OF MILLED AREA, THE W7-3aP PANEL SHALL BE
GREATER THAN THREE MILES EVERY WHOLE MILE
EVERY HALF MILE BETWEEN ONE AND THREE MILES
LESS THAN ONE MILE EVERY QUARTER MILE
SUPPLEMENTAL POSTING DISTANCE GROOVED PAVEMENT DISTANCE
W7-3aP PANELS SHALL BE POSTED AS FOLLOWS:
6. WHEN GROOVED PAVEMENT EXTENDS FOR LONG DISTANCE, ADDITIONAL W8-15 WITH SUPPLEMENTAL
DISTANCES OVER THREE MILES SHOULD BE STATED TO THE NEAREST WHOLE MILE.
DISTANCES BETWEEN ONE AND THREE MILES SHOULD BE STATED TO THE NEAREST HALF MILE.
5. DISTANCES LESS THAN ONE MILE SHOULD BE STATED TO THE NEAREST QUARTER MILE.
4. W20-1 AND G20-2 SIGNS ARE NOT REQUIRED IF MILLED AREA IS WITHIN PROJECT LIMITS.
3. SIGN TO BE LOCATED AS PER TABLE NY2C-4.
2. ADVANCE POSTING DISTANCE AS PER TABLE NY2C-4.
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
PAVEMENT
GROOVED
mile
next
BUMP
AHEAD
WORK
ROAD
PAVEMENT
GROOVED
BUMProad@work
end
PAVEMENT
GROOVED
mile
next
BUMPBUMP
road@work
end
SID
E
RO
AD
SEE NOTE 2
MILLED AREA
TRAFFIC SIGNING FOR MILLED ROADWAY with Side Road
FLASHING WARNING LIGHT
DRUM WITH
FLASHING WARNING LIGHT
DRUM WITH
W20-1
W20-1
G20-2
D3-1D3-1D3-1
W8-1
NYR9-11
NYR9-11
SEE NOTE 3
7-7
XX
XX
SEE NOTE 8
MESSAGE 1 MESSAGE 2
PVMS
AHEAD
PAVEMENT
GROOVED
MESSAGE 1 MESSAGE 2
PVMS
AHEAD
PAVEMENT
GROOVED
CAUTION
USE
BIKERS
2&7
NOTE
SEE
CAUTION
USE
BIKERS
is required.
On Major sideroads a PVMS
motorcycle riders to the condition.
and is open to traffic, warning
that has been milled or grooved
(PVMS) in advance of pavement
portable variable message sign
The Contractor shall place a
619-3.02
RE
V 01/20/12
9
NOTE
SEE
9
NOTE
SEE
XX
WORK
ROAD
SEE NOTES 5 & 6
W7-3aP W8-15
xx
WORK
ROAD
SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.
9. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
8. WHEN SIDE STREET IS MILLED AS WELL, THE STREET NAME SIGN IS NOT REQUIRED.
APPROPRIATE INTERVALS
7. ADDITIONAL SIGNING, SUPPLEMENTED WITH AUXILIARY MILEAGE SUBPANELS MAY BE REQUIRED AT
OMITTED.
WHEN THE W8-15 IS LOCATED WITHIN 1,000 Ft OF MILLED AREA, THE W7-3aP PANEL SHALL BE
GREATER THAN THREE MILES EVERY WHOLE MILE
EVERY HALF MILE BETWEEN ONE AND THREE MILES
LESS THAN ONE MILE EVERY QUARTER MILE
SUPPLEMENTAL POSTING DISTANCE GROOVED PAVEMENT DISTANCE
W7-3aP PANELS SHALL BE POSTED AS FOLLOWS:
6. WHEN GROOVED PAVEMENT EXTENDS FOR LONG DISTANCE, ADDITIONAL W8-15 WITH SUPPLEMENTAL
DISTANCES OVER THREE MILES SHOULD BE STATED TO THE NEAREST WHOLE MILE.
DISTANCES BETWEEN ONE AND THREE MILES SHOULD BE STATED TO THE NEAREST HALF MILE.
5. DISTANCES LESS THAN ONE MILE SHOULD BE STATED TO THE NEAREST QUARTER MILE.
4. W20-1 AND G20-2 SIGNS ARE NOT REQUIRED IF MILLED AREA IS WITHIN PROJECT LIMITS.
3. SIGN TO BE LOCATED AS PER TABLE NY2C-4.
2. ADVANCE POSTING DISTANCE AS PER TABLE NY2C-4.
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
2 WAY
3 LANE
8
A STREET OR HIGHWAY OTHER THAN A FREEWAY OR EXPRESSWAY
CONVENTIONAL ROAD -
REV 01/20/12
Standard Sheet 619-63
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
XXMPH
XXMPH
ROAD WORK
END
XXMPH
ROAD WORK
END
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
SHOULDER
TRAVEL LANE
TURNING LANE
CENTER
TRAVEL LANE
SHOULDER
LIMIT < 45 MPH
POSTED SPEED
300’ - 500’
LIMIT > 45 MPH
POSTED SPEED
1000’
NY6H-3)
(SEE TABLE
B
NY6H-3)
(SEE TABLE
A
L/3 SHOULDER
TAPER
(SEE TABLE 6H-4
FOR L AND NOTE
7)
(SEE TABLE 6H-4)
TAPER
L/2 SHIFTING
(SEE TABLE 6C-2 AND NOTE 1)
BUFFER SPACE
BARRIER VEHICLE SET-UP
(SEE NOTE 5)
BARRIER VEHICLE
(SEE TABLE NY2-A)
PLACEMENT DISTANCE
(SEE NOTE 3)
MAXIMUM
500’
LIMIT < 45 MPH
POSTED SPEED
300’ - 500’
LIMIT > 45 MPH
POSTED SPEED
1000’
NY6H-3)
(SEE TABLE
B
NY6H-3)
(SEE TABLE
A
L/2
(SEE TABLE 6H-4)
L/2
MAXIMUM
500’
NYR9-11
W20-1
W1-4L
(SEE NOTE 6)
W24-1L
W1-6L
G20-2
G20-2
W1-4R*
SUPPLEMENT TO THE MUTCD
TABLE NY2C-4 IN THE NY
*FOR W1-4 SIGN PLACEMENT SEE
VEHICLE(S)
ALL BARRIER
W1-6R
R4-7
W20-1
NYR9-11
5.
4.
3.
2.
1.
NOTES:
SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD
CONFLICTING OR MISLEADING SHALL BE REMOVED OR COVERED.
ACCORDANCE TO THE CONTRACT DOCUMENTS. ANY EXISTING PAVEMENT MARKINGS THAT ARE
FOR LONG DURATION LANE CLOSURES, TEMPORARY PAVEMENT MARKINGS SHALL BE USED IN
THAN 1500’.
PAVED SHOULDER HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A
WORK SPACE.
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE
THE BUFFER SPACE AT ANY TIME.
NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN 6.
7.
8.
OR
S = POSTED SPEED LIMIT IN MPH
4’(S) = DISTANCE IN FEET
OR
2-LANE 2-WAY ROADWAY WITH CENTER TURN LANE
SHORT OR INTERMEDIATE TERM STATIONARY
SINGLE LANE SHIFT
(NOT TO SCALE)
TAPER
DOWNSTREAM
100’
EFFECTIVE DATE: 01/08/09
(SEE NOTE 2)
CHANNELIZING DEVICES
8-1
RE
V 01/20/12
XX
WORK
ROAD
(SEE NOTE 8)
OPTIONAL
W13-1P
(SEE NOTE 8)
OPTIONAL
W13-1P
(SEE NOTE 8)
OPTIONAL
W13-1P
AHEAD
CLOSED
LANE
CENTER
W9-3
XX
WORK
ROAD
SIGHT CONDITIONS).
SURFACE, LOW OR NO SHOULDER, DROP-OFFS, GEOMETRIC CONSTRAINTS, AND/OR POOR
SPEED FOR THE WORK ZONE CONDITION. (IE. NARROW LANES, BUMPS, POOR ROADWAY
SUPPLEMENT A WARNING SIGN. THE PLAQUE WILL BE USED TO INDICATE AN ADVISORY
THE ENGINEER MAY REQUIRE THE USE OF AN ADVISORY SPEED PLAQUE (W13-1P) TO
TRAVELED WAY.
BEGINNING OF THE WORK SPACE AND TO DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE
DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING
REVERSE CURVE SIGN (W1-4L) SHOULD BE OMITTED.
SHOULD BE USED INSTEAD OF THE FIRST REVERSE CURVE SIGN (W1-4L) AND THE SECOND
TEMPORARY DIVERSION IS LESS THAN 600’, THE DOUBLE REVERSE CURVE SIGN (W24-1L)
SHOW THE RETURN TO THE NORMAL ALIGNMENT. IF THE TANGENT DISTANCE ALONG THE
SHOULD BE USED TO SHOW THE INITIAL SHIFT AND A SECOND SET SHOULD BE USED TO
WHERE THE SHIFTED SECTION IS LONGER THAN 600’, ONE SET OF REVERSE CURVE SIGNS
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
ROAD WORK
END
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
ROAD WORK
END
LIMIT < 45 MPH
POSTED SPEED
300’ - 500’
LIMIT > 45 MPH
POSTED SPEED
1000’
NY6H-3)
(SEE TABLE
B
NY6H-3)
(SEE TABLE
A
6H-4)
(SEE TABLE
L/2
6H-4)
(SEE TABLE
L/2
NY6H-3)
(SEE TABLE
A
NY6H-3)
(SEE TABLE
B LIMIT < 45 MPH
POSTED SPEED
300’ - 500’
LIMIT > 45 MPH
POSTED SPEED
1000’
(SEE TABLE 6C-2 AND NOTE 1)
BUFFER SPACE
(SEE TABLE 6C-2 AND NOTE 1)
BUFFER SPACE
(SEE NOTE 3)
BARRIER VEHICLE SET-UP
(SEE NOTE 3)
BARRIER VEHICLE SET-UP
BARRIER VEHICLE
NY2-A)
(SEE TABLE
DISTANCE
PLACEMENT
(SEE NOTE 4)
PLACEMENT
DISTANCE
(SEE TABLE
NY2-A)
BARRIER VEHICLE
MAXIMUM
500’
MAXIMUM
500’
NYR9-11
W20-1
G20-2
G20-2
R4-7
R4-7
W20-1
NYR9-11
SHOULDER
TRAVEL LANE
SHOULDER
TRAVEL LANE
TURNING LANE
CENTER
HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER
"WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET TITLED
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE WORK SPACE.
NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE.
4.
3.
2.
1.
NOTES:
OR
OR
2-LANE 2-WAY WITH CENTER TURN LANE
SHORT OR INTERMEDIATE TERM STATIONARY
CENTER TURN LANE CLOSURE
(NOT TO SCALE)
Standard Sheet 619-64
EFFECTIVE DATE: 01/08/09
(SEE NOTE 2)
CHANNELIZING DEVICES
8-2
RE
V 01/20/12
XX
WORK
ROAD
AHEAD
CLOSED
LANE
CENTER
W9-3
AHEAD
CLOSED
LANE
CENTER
XX
WORK
ROAD
W9-3
8-3
Blank
To Be
Intended
This Page
REV 01/20/12
1 WAY
3 LANE
9
A STREET OR HIGHWAY OTHER THAN A FREEWAY OR EXPRESSWAY
CONVENTIONAL ROAD -
REV 01/20/12
FOR L
TABLE 6H-4
SHOULDER
TAPER
(SEE
& NOTE 3)L
L/3
2L L
ARROW PANEL IN CAUTION MODE (ONLY)
TRUCK-MOUNTED ATTENUATOR W/
ROLLAHEAD
(SEETABLE619-2)
DIST.BUFFER SPACE
(SEE TABLE 6C-2
G20-2
(SEE NOTE 7)
BARRIER
VEHICLE(S)
(SEE NOTE 6)
W4-2L
(SEE NOTE 6)
W4-2L
500’
6H-4)
(SEE TABLE
6H-4)
(SEE TABLE
6H-4 FOR L)
(SEE TABLE
100’ABC1000’
& NOTE 6)
road@work
endXX MILE
WORK
ROAD
Max.
BOARD
ARROW
FLASHING
BOARD
ARROW
FLASHING
(Change appropriate signs for right lanes)
ON 3-LANE, 1-WAY ROADWAY (2-LANE CLOSURE)
WORK ZONE TRAFFIC CONTROL FOR WORK AREA
9-1
SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND 300 Ft - 500 Ft. UPSTREAM FOR SPEEDS UNDER 45 MPH.
5) INSTALL SIGN 1000 Ft. UPSTREAM OF THE WARNING SIGN ON HIGHWAYS WITH THE 85th PERCENTILE
TAPER SHALL BE COMPLETED BEFORE THE INTERSECTION.
OTHERWISE SHORTEN TO A MINIMUM OF "L", IF AN INTERSECTION FALLS WITHIN THE "L" DISTANCE THEN THE FULL
4) "2L" DISTANCE SHOULD BE PROVIDED WHERE NO INTERFERENCE OCCURS WITH SIDEROADS OR INTERCHANGES,
3) THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft. MAX.
2) "BU" APPROX. = BUFFER ZONE, SEE TABLE 6C-2, LONGITUDINAL BUFFER
1) "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
NOTES:
S#T#A#T#E@@L#A#W
9
NOTE
SEE
RE
V 01/20/12
W20-1 W20-5a
YY MILE
CLOSED
@LEFT LANES
2
SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.
9) SIGN NY9-11 SHALL BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT. SIGN NYR9-12
TRANSVERSELY ACROSS EACH CLOSED LANE AT 800 FT MAXIMUM INTERVALS.
8) FOR LONG LANE CLOSURES (> 1500 FT), TWO CONES/DRUMS/VERTICAL PANELS SHALL BE PLACED
7) SEE TABLE NY1-A ON THE LEGEND AND TABLES DRAWING (619-11) FOR BARRIER USE REQUIREMENTS.
6) BUFFER SPACE IS REQUIRED BUT MAY BE MODIFIED AS EXISTING CONDITIONS PERMIT.
2 WAY
4 LANE
10
A STREET OR HIGHWAY OTHER THAN A FREEWAY OR EXPRESSWAY
CONVENTIONAL ROAD -
REV 01/20/12
Standard Sheet 619-30
(SEE TABLE 6H-4)
MERGING TAPER
L
(SEE TABLE 6C-2 AND NOTE 2)
BUFFER SPACE
NY2-A)
(SEE TABLE
DISTANCE
PLACEMENT
(SEE NOTE 5)
BARRIER VEHICLE SET-UP
NY6H-3)
(SEE TABLE
A
XX
WORK
ROAD
ROAD WORK
END
ROAD WORK
END
AHEAD
WORK
ROAD
NYR9-11W20-1
(SEE NOTE 1)
W20-5
(SEE NOTE 1)
W4-2R
G20-2
W20-1
G20-2ALL BARRIER VEHICLE(S)
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
MAXIMUM
500’
TRAVEL LANE
SHOULDER
500’
MAXIMUM
TAPER
DOWN STREAM
100’
TRAVEL LANE
TRAVEL LANE
TRAVEL LANE
SHOULDER
LIMIT > 45 MPH
POSTED SPEED
1000’
45 MPHLIMIT <
POSTED SPEED
300’ - 500’AND NOTE 6)
(SEE TABLE 6H-4 FOR L
SHOULDER TAPER L/3
VEHICLE
BARRIER
DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVELED WAY.
USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK SPACE AND TO
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING DEVICES SHALL BE
TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET
HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE WORK SPACE.
BUFFER SPACE AT ANY TIME.
NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN THE
SIGN (W20-5) AND THE CORRESPONDING LANE ENDS SIGN (W4-2L).
LEFT LANE CLOSURES ARE SYMMETRICAL TO RIGHT LANE CLOSURES. SUBSTITUTE LEFT LANE CLOSED
6.
5.
4.
3.
2.
1.
NOTES:
(SEE TABLE NY6H-3)
A
(SEE TABLE NY6H-3)
C
(SEE TABLE NY6H-3)
B
OR
(NOT TO SCALE)
MULTI LANE HIGHWAY (UNDIVIDED)
SHORT OR INTERMEDIATE TERM STATIONARY
SINGLE LANE CLOSURE
(SEE NOTE 4)
EFFECTIVE DATE: 01/08/09
(SEE NOTE 3)
CHANNELIZING DEVICES
10-1
RE
V 01/20/12
YY FT
CLOSED
LANE
RIGHT
road@work
end
XX FT
WORK
ROAD
road@work
end
XX FT
WORK
ROAD
L
WORK AREA
L
WORK AREA
L
WORK AREA
SEE NOTE # 5
SEE NOTE # 5
W20-1W20-5
NYR9-11
W4-2(R)
ABC
(RIGHT LANE CLOSURE)
ON 4 or 5-LANE, 2-WAY ROADWAY
WORK ZONE TRAFFIC CONTROL FOR WORK AREA
W20-1
G20-2
G20-2
VEHICLE
BARRIER DIST
AHEAD
ROLL
BUFFER
10-2
ARROW BOARD
FLASHING
6
NOTE
SEE
RE
V 01/20/12
SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK SONE SPEED LIMIT.
6. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
UPSTREAM FOR SPEEDS UNDER 45 MPH.
THE 85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND 300 Ft.-500 Ft.
5. INSTALL SIGN 1000 Ft. UPSTREAM OF THE WARNING SIGN ON HIGHWAYS WITH
THEN THE FULL TAPER SHALL BE COMPLETED BEFORE THE INTERSECTION.
SIDEROADS OR INTERCHANGES, IF AN INTERSECTION FALLS WITHIN THE "L" DISTANCE
4. "L" DISTANCE SHOULD BE PROVIDED WHERE NO INTERFERENCE OCCURS WITH
3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL 40 Ft. MAX.
2. "BU" APPROX. = BUFFER ZONE, SEE TABLE 6C-2, LONGITUDINAL BUFFER
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
NOTES:
6
NOTE
SEE
YY*@FT
CLOSED
LANE
RIGHT
XX FT
WORK
ROAD
road@work
end
AHEAD
WORK
ROAD
road@work
end
WORK AREAWORK AREA
L
WORK AREA
SEE NOTE # 5
SEE NOTE # 5
W20-5
W4-2(L)
(1-Lane Closed/LEFT LANE CLOSURE)
ON 4 or 5-LANE, 2-WAY ROADWAY
WORK ZONE TRAFFIC CONTROL FOR WORK AREA
ABC
G20-2
W20-1
BUFFER VEHICLE
BARRIER
DIST
AHEAD
ROLL
10-3
100’
Max
500’
ARROW BOARD
FLASHING
SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK SONE SPEED LIMIT.
6. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
UPSTREAM FOR SPEEDS UNDER 45 MPH.
THE 85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND 300 Ft.-500 Ft.
5. INSTALL SIGN 1000 Ft. UPSTREAM OF THE WARNING SIGN ON HIGHWAYS WITH
THEN THE FULL TAPER SHALL BE COMPLETED BEFORE THE INTERSECTION.
SIDEROADS OR INTERCHANGES, IF AN INTERSECTION FALLS WITHIN THE "L" DISTANCE
4. "L" DISTANCE SHOULD BE PROVIDED WHERE NO INTERFERENCE OCCURS WITH
3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL 40 Ft. MAX.
2. "BU" APPROX. = BUFFER ZONE, SEE TABLE 6C-2, LONGITUDINAL BUFFER
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
NOTES:
RE
V 01/20/12
6
NOTE
SEE
6
NOTE
SEE
YY*@FT
CLOSED
LANE
LEFT
XX
WORK
ROAD
mph
mph
road@work
end
XX
WORK
ROAD
road@work
end
10-4
L LL/2 L/2
WORK AREA
L L
WORK AREA
L L
WORK AREA
SEE NOTE 5W20-1
W20-5
G20-2
W20-5
W1-4
W4-2(R)
C B A
FOR SIGN SPACINGSEE OPPOSITE DIRECTION
W4-2(L)(2-Lanes Closed)
ON 4 or 5-LANE, 2-WAY ROADWAY
WORK ZONE TRAFFIC CONTROL FOR WORK AREA
W1-6L
NOTE # 6
SEE
DIST
AHEAD
ROLL
VEHICLE
BARRIER
BU
FF
ER
XXXX
L/2
ARROW BOARD
FLASHING
ARROW BOARD
FLASHING
RE
V 01/20/12
8
NOTE
SEE
8
NOTE
SEE
NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.
8. SIGN NYR9-11 SHALL BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT. SIGN
PROJECTS, THE MAXIMUM SPACING SHOULD BE 1/2 OF THE NORMAL DEVICE SPACING.
7. WHEN CHANNELIZING DEVICES ARE USED INSTEAD OF PAVEMENT MARKINGS FOR SHORT TERM
UPSTREAM FOR SPEEDS UNDER 45 MPH.
THE 85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND 300 Ft-500 Ft.
6. INSTALL SIGN 1000 Ft. UPSTREAM OF THE WARNING SIGN ON HIGHWAYS WITH
POSTING DISTANCE SHALL BE PER TABLE NY2C-4.
5. "XX" SPEED TO BE DETERMINED BY THE REGIONAL TRAFFIC ENGINEER. ADVANCE
THEN THE FULL TAPER SHALL BE COMPLETED BEFORE THE INTERSECTION.
SIDEROADS OR INTERCHANGES, IF AN INTERSECTION FALLS WITHIN THE "L" DISTANCE
4. "L" DISTANCE SHOULD BE PROVIDED WHERE NO INTERFERENCE OCCURS WITH
3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft. MAX.
2. "BU" APPROX. = BUFFER ZONE, SEE TABLE 6C-2, LONGITUDINAL BUFFER
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
NOTES:
YY@FT
CLOSED
LANE
RIGHT
W13-1P
YY@FT
CLOSED
LANE
LEFT
road@work
end
LANES
UNEVEN
mile
next
BUMP
PAVEMENT
GROOVED
mile
next
BUMP
road@work
endNOTES 5&6
SEE
NOTES 4&5
SEE
FLASHING WARNING LIGHT
DRUM WITH
MILLED AREA
W8-11
FLASHING WARNING LIGHT
DRUM WITH
W20-1
G20-2
W8-1 SEE NOTE 2
SEE NOTE 2
XX
XX
RIGHT LANE
10-5
MESSAGE 1 MESSAGE 2
PVMS
AHEAD
PAVEMENT
GROOVED
1-LANE MILLED ON A MULTI-LANE ROADWAY
TRAFFIC SIGNING FOR
CAUTION
USE
BIKERS
and is open to traffic, warning motorcycle riders to the condition.
(PVMS) in advance of pavement that has been milled or grooved
The Contractor shall place a portable variable message sign
619-3.02
RE
V 01/20/12
NYW5-16P
W8-15
XX
WORK
ROADW7-3aP
XX
WORK
ROAD
GREATER THAN THREE MILES EVERY WHOLE MILE
EVERY HALF MILE BETWEEN ONE AND THREE MILES
LESS THAN ONE MILE EVERY QUARTER MILE
SUPPLEMENTAL POSTING DISTANCE GROOVED PAVEMENT DISTANCE
W8-15 PANELS SHALL BE POSTED AS FOLLOWS:
5. WHEN GROOVED PAVEMENT EXTENDS FOR A LONG DISTANCE, ADDITIONAL W8-15 WITH SUPPLEMENTAL
DISTANCES OVER THREE MILES SHOULD BE STATED TO THE NEAREST WHOLE MILE.
DISTANCES BETWEEN ONE AND THREE MILES SHOULD BE STATED TO THE NEAREST HALF MILE.
4. DISTANCES LESS THAN ONE MILE SHOULD BE STATED TO THE NEAREST QUARTER MILE.
3. W20-1 AND G20-2 SIGNS ARE NOT REQUIRED IF MILLED AREA IS WITHIN PROJECT LIMITS.
2. ADVANCE POSTING DISTANCE AS PER TABLE NY2C-4.
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
Standard Sheet 619-41
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
ROAD WORK
END
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
ROAD WORK
END
XX
WORK
ROAD
XX
WORK
ROAD
TRAVEL LANE
SHOULDER
< 45 MPHLIMIT
POSTED SPEED
300’ - 500’
TRAVEL LANE
TRAVEL LANE
TRAVEL LANE
SHOULDER
(SEE TABLE 6H-4)
MERGING TAPER
L
(SEE TABLE 6C-2 AND NOTE 1)
BUFFER SPACE
(SEE NOTE 5)
BARRIER VEHICLE SET-UP
BARRIER VEHICLE
(SEE TABLE NY2-A)
DISTANCE
PLACEMENT (SEE NOTE 3)
(SEE TABLE NY2-A)
DISTANCE
PLACEMENT BARRIER VEHICLE
(SEE NOTE 5)
BARRIER VEHICLE SET-UP
(SEE TABLE 6C-2 AND NOTE 1)
BUFFER SPACE
(SEE TABLE 6H-4)
MERGING TAPER
L < 45 MPHLIMIT
POSTED SPEED
300’ - 500’
LIMIT > 45 MPH
POSTED SPEED
1000’
1000’
POSTED SPEED
LIMIT > 45 MPH
MAXIMUM
500’
MAXIMUM
500’
NYR9-11
W4-2L
G20-2
G20-2
W4-2L
NYR9-11
(SEE NOTE 6)
W20-1
(SEE NOTE 6)
W20-5
(SEE NOTE 6)
W20-5
(SEE NOTE 6)
W20-1
NY6H-3)
(SEE TABLE
C
NY6H-3)
(SEE TABLE
B
NY6H-3)
(SEE TABLE
A
NY6H-3)
(SEE TABLE
C
NY6H-3)
(SEE TABLE
B
NY6H-3)
(SEE TABLE
A
6.
5.
4.
3.
2.
1.
NOTES:
AND THE ROAD WORK AHEAD SIGN (W20-1) RELOCATED TO THAT LOCATION.
FOR LOW SPEED, LOW VOLUME URBAN STREETS, THE LEFT LANE CLOSED XXX FT. SIGN (W20-5) CAN BE OMITTED
ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET TITLED "WORK
REMOVED OR COVERED.
CONTRACT DOCUMENTS. ANY EXISTING PAVEMENT MARKINGS THAT ARE CONFLICTING OR MISLEADING SHALL BE
FOR LONG DURATION LANE CLOSURES, TEMPORARY PAVEMENT MARKINGS SHALL BE USED IN ACCORDANCE TO THE
HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE WORK SPACE.
AT ANY TIME.
NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN THE BUFFER SPACE
OR
OR
MULTI LANE HIGHWAY
DOUBLE INTERIOR LANE CLOSURE
(NOT TO SCALE)
EFFECTIVE DATE: 01/08/09
(SEE NOTE 2)
CHANNELIZING DEVICES
10-6
RE
V 01/20/12
YY
CLOSED
LANE
LEFT
YY
CLOSED
LANE
LEFT
10-7
Blank
To Be
Intended
This Page
REV 01/20/12
5 LANES
11
A STREET OR HIGHWAY OTHER THAN A FREEWAY OR EXPRESSWAY
CONVENTIONAL ROAD -
REV 01/20/12
XX FT
WORK
ROAD
mph
road@work
end
XX FT
WORK
ROAD
mph
mphroad@work
end
L/2
SEE NOTE 4
L/2
>
>
L/2
W20-5
> >
> >
2-LANES CLOSED ON A 5-LANE ROADWAY
SEE NOTE 4
SEE NOTE 4
W20-1
W20-2W20-2
G20-2
W1-4
W1-4
W4-2(R)
ABC
BUL
11-1
XX
XX
XX
W1-6L
ARROW BOARD
FLASHING
ARROW BOARD
FLASHING
SIGN SPACINGFOR
OPPOSITE DIRECTIONSEE
RE
V 01/20/12
6
NOTE
SEE
6
NOTE
SEE
SEE NOTE 5
W13-1P
YY@FT
CLOSED
LANE
RIGHT
SEE NOTE 5
W13-1P
YY@FT
CLOSED
LANE
RIGHT
SIGN NYR9-12 SHALL BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.
6.SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
ENGINEER. ADVANCE POSTING DISTANCE SHALL BE PER TABLE 2C-4 OF THE M.U.T.C.D.
5. "XX" POSTED SPEED IS TO BE DETERMINED BY THE REGIONAL TRAFFIC
(Pre-Construction)
THE FLASHING ARROW PANEL IS REQUIRED FOR SPEED _ 40 MPH.
4. THE W1-6 SHALL BE USED IF SPEED 40 MPH.(Pre-Construction
3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft.
2. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4, STANDARD TAPER LENGTHS
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
12
EXPRESSWAYS
A DIVIDED HIGHWAY WITH FULL CONTROL OF ACCESS.
FREEWAY -
A DIVIDED HIGHWAY WITH PARTIAL CONTROL OF ACCESS
EXPRESSWAY -
REV 01/20/12
ROAD WORK
END
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
C B A
XX
WORK
ROAD
OF
RO
AD
WA
Y
ON
EA
CH
SID
E
SIG
NS
SA
ME
< 45 MPH
POSTED SPEED LIMIT
300’ - 500’
> 45 MPH
POSTED SPEED LIMIT
1000’
(SEE NOTE 6)
VEHICLE(S)
ALL BARRIER
NYR9-11
W20-1
(SEE NOTE 1)
W20-5
(SEE NOTE 1)
W4-2R
G20-2
SHOULDER
TRAVEL LANE
MAXIMUM
500’
TAPER
DOWN STREAM
100’
TRAVEL LANE
TRAVEL LANE
SHOULDER
TAPER L/3
SHOULDER
FOR L AND NOTE 2)
(SEE TABLE 6H-4 VEHICLE
BARRIER
(SEE TABLE 6C-3)
MERGING TAPER
L
OR
NY2-A)
(SEE TABLE
DISTANCE
PLACEMENT
(SEE NOTE 5)
BARRIER VEHICLE SET-UP
6.
5.
4.
3.
2.
1.
NOTES:
(SEE TABLE 6C-2 AND NOTE 4)
BUFFER SPACE
(NOT TO SCALE)
MULTI LANE HIGHWAY (DIVIDED) / EXPRESSWAY / FREEWAY
SHORT OR INTERMEDIATE TERM STATIONARY
SINGLE LANE CLOSURE
SHOULDER HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED
TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET
THE BUFFER SPACE AT ANY TIME.
NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN
WORK SPACE.
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE
TRAFFIC TO REMAIN IN THE TRAVELED WAY.
CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK SPACE AND TO DIRECT VEHICULAR
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING DEVICES SHALL BE USED TO
LEFT LANE CLOSED SIGN (W20-5) AND THE CORRESPONDING LANE ENDS SIGN (W4-2L).
LEFT LANE CLOSURES ARE SYMMETRICAL TO RIGHT LANE CLOSURES. SUBSTITUTE
Standard Sheet 619-31
EFFECTIVE DATE: 01/08/09
(SEE NOTE 3)
CHANNELIZING DEVICES
12-1
RE
V 01/20/12
YY
CLOSED
LANE
RIGHT
SHOULDER
TRAVEL LANE OF
RO
AD
WA
Y
ON
EA
CH
SID
E
SIG
NS
SA
ME
ROAD WORK
END
NY6H-3)
(SEE TABLE
C
NY6H-3)
(SEE TABLE
B
(SEE TABLE NY6H-3)
A
(SEE TABLE 6H-4)
MERGING TAPER
L
NYR9-11
W20-1
(SEE NOTE 1)
W20-5
(SEE NOTE 1)
W4-2R
G20-2
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
XX
WORK
ROAD
TRAVEL LANE
SHOULDER
LIMIT < 45 MPH
POSTED SPEED
300’ - 500’
LIMIT > 45 MPH
POSTED SPEED
1000’
SECTION 619)
(SEE REQUIREMENTS IN STANDARD SPECIFICATION
FOR LIGHTING OF TEMPORARY CONCRETE BARRIER
SHOULDER TAPER
(SEE NOTE 3)
NOTES" - TABLE 619-4, FOR FLARE RATES)
TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND
TEMPORARY CONCRETE BARRIER (SEE STANDARD SHEET
5.
4.
3.
2.
1.
NOTES:
TRAVELED WAY.
BEGINNING OF THE WORK SPACE AND TO DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE
DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING
TAPER AND SHALL DISPLAY IN THE CAUTION MODE.
DETAIL. IN ADDITION, THE ARROW PANEL SHALL BE PLACED AT THE END OF THE SHOULDER
THE SHOULDER IS CLOSED AS SHOWN ON THE LONG TERM SHOULDER CLOSURE
THE SIGN LEGENDS AND CHANNELIZATION SHALL BE CHANGED TO INDICATE THAT ONLY
MARKINGS SHALL NOT BE USED. DURING THE PERIOD WHEN THE RIGHT LANE IS OPENED,
CONDITIONS EXIST. WHEN MOVABLE BARRIER IS USED, THE TEMPORARY WHITE PAVEMENT
THE SHOULDER DURING NON WORK PERIODS OR AS PEAK PERIOD VEHICULAR TRAFFIC
IF WORK ACTIVITY PERMITS, A MOVABLE BARRIER MAY BE USED AND RELOCATED TO
THE LANE SHALL BE CLOSED USING CHANNELIZING DEVICES AND PAVEMENT MARKINGS.
THE TEMPORARY CONCRETE BARRIER SHALL NOT BE PLACED ALONG THE MERGING TAPER.
MARKINGS THAT ARE CONFLICTING OR MISLEADING SHALL BE REMOVED OR COVERED.
BE USED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ANY EXISTING PAVEMENT
FOR LONG DURATION LANE CLOSURES, TEMPORARY / INTERIM PAVEMENT MARKINGS SHALL
LEFT LANE CLOSED SIGN (W20-5) AND THE CORRESPONDING LANE ENDS SIGN (W4-2L).
LEFT LANE CLOSURES ARE SYMMETRICAL TO RIGHT LANE CLOSURES. SUBSTITUTE
NOTES" FOR MINIMUM LANE WIDTHS
SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL GENERAL
(NOT TO SCALE)
MULTI LANE HIGHWAY (DIVIDED) / EXPRESSWAY / FREEWAY
LONG TERM STATIONARY
SINGLE LANE CLOSURE
MAXIMUM
500’
TAPER
DOWN STREAM
100’
NOTE 5)
6H-4 FOR L AND
L/3 (SEE TABLE
12’
STANDARD SHEET 619-32
EFFECTIVE DATE: 01/08/09
STANDARD SPECIFICATION SECTION 619)
IMPACT ATTENUATOR (SEE REQUIREMENTS IN
TAPERED END SECTION OR TEMPORARY
(SEE NOTE 2)
WHITE PAVEMENT MARKING
TEMPORARY / INTERM
12-2
RE
V 01/20/12
YY
CLOSED
LANE
RIGHT
1 MILE
WORK
ROAD
ROAD WORK
END
NYR9-11
W20-1
(SEE NOTE 1)
W4-2L
(SEE NOTE 1)
W4-2L
(SEE TABLE 6H-4)
L
VEHICLE
BARRIER
(SEE TABLE 6C-2 AND NOTE 4)
BUFFER SPACE
(SEE NOTE 5)
BARRIER VEHICLE SET-UP
(SEE NOTE 6)
ALL BARRIER VEHICLE(S)
SHOULDER
OF
RO
AD
WA
Y
ON
EA
CH
SID
E
SIG
NS
SA
ME
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
G20-2
TRAVEL LANE
L
MAXIMUM
500’
TRAVEL LANE
TRAVEL LANE
SHOULDER
1000’ 2625’ 1500’
(SEE TABLE 6H-4)
L
(SEE TABLE 6H-4 FOR L)
2L1000’
NY2-A)
(SEE TABLE
DISTANCE
PLACEMENT
OR
aW20-5
TAPER
STREAM
DOWN
200’
AND NOTE 2)
6H-4 FOR L
(SEE TABLE
TAPER L/3
SHOULDER
FREEWAY / EXPRESSWAY
SHORT OR INTERMEDIATE TERM STATIONARY
DOUBLE LANE CLOSURE
(NOT TO SCALE)
STANDARD SHEET 619-40
EFFECTIVE DATE: 01/08/09
(SEE NOTE 3)
CHANNELIZING DEVICES
12-3
RE
V 01/20/12
12 MILE
CLOSED
LEFT LANES
2
6.
5.
4.
3.
2.
1.
NOTES:
GREATER THAN 1500’.
A PAVED SHOULDER HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN
SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD
WITHIN THE BUFFER SPACE AT ANY TIME.
NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR
ACTIVE WORK SPACE.
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE
TRAVELED WAY.
BEGINNING OF THE WORK SPACE AND TO DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE
DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING
) AND THE CORRESPONDING LANE ENDS SIGN (W4-2R).a� MILE SIGN" (W20-5
RIGHT LANE CLOSURES ARE SYMMETRICAL TO LEFT LANE CLOSURES. SUBSTITUTE "2 RIGHT LANES CLOSED
WORK ZONE ON MULTI-LANE EXPRESSWAY
FOR MULTIPLE WORK AREAS WITHIN A
WORK ZONE TRAFFIC CONTROL
D D DD D DD VARIES D VARIES D
NOTES:
BARRIER VEHICLES
D - SEE TABLE NY2-A ROLL-AHEAD DISTANCE FOR
12-4
MAX.
40’
IN CAUTION MODE
FLASHING ARROW BOARD
CRASH ATTENUATOR &
BARRIER VEHICLE WITH
RE
V 01/20/12
ROAD WORK
END
500’
(SEE TABLE 6C-2 AND NOTE 3)
BUFFER SPACE
(SEE NOTE 5)
BARRIER VEHICLE SET-UP
VEHICLE
BARRIER
NY2-A)
(SEE TABLE
DISTANCE
PLACEMENT
(SEE NOTE 8)
TAPER
STREAM
DOWN
100’
MAXIMUM
500’
G20-2
SHOULDER
TRAVEL LANE
(SEE NOTE 2)
11’ MIN.
TRAVEL LANE
TRAVEL LANE
SHOULDER
1000’ 1500’ 1000’
TICKETS
SPEEDING
WORK ZONE
AFTER TOW
SUSPENDED
LICENSE
AHEAD
WORK
ROAD
AHEAD
CLOSED
SHOULDER
RIGHT
CLOSED
SHOULDER
RIGHT
W20-1
NYR9-11
XX MILES
NEXT
6H-4 FOR L)
(SEE TABLE
(L/3)
TAPER
SHOULDER
OR
8.
7.
6.
5.
4.
3.
2.
1.
NOTES:
W21-5aRW21-5bR
EXPRESSWAY / FREEWAY
SHORT OR INTERMEDIATE TERM STATIONARY
SHOULDER CLOSURE
(NOT TO SCALE)
STANDARD SHEET 619-22
EFFECTIVE DATE: 01/08/09
(SEE NOTE 4)
CHANNELIZING DEVICES
12-5
RE
V 01/20/12
(SEE NOTE 6)
W7-3aP
GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
SPECIFICATIONS) WHEN A PAVED SHOULDER HAVING A WIDTH OF 8’ OR
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD
DEVICES.
MERGING TAPER. THE SHOULDER SHALL BE CLOSED USING CHANNELIZING
THE TEMPORARY CONCRETE BARRIER SHALL NOT BE PLACED ALONG THE
SHOULDER IS CLOSED FOR A DISTANCE GREATER THAN 2 MILES.
) IS REQUIRED WHEN THE aPTHE "NEXT XX MILE" SUPPLEMENTAL SIGN (W7-3
AND NOTES".
ON THE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A
40’ IN THE ACTIVE WORK SPACE.
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED
SHOULD OCCUR WITHIN A BUFFER SPACE.
NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL
LONG TERM, STATIONARY SINGLE LANE CLOSURES.
SHOULDER CLOSURE, USE THE DETAILS FOR SHORT, INTERMEDIATE, OR
WHEN THE MINIMUM LANE WIDTH OF 11’ CANNOT BE MAINTAINED DUE TO A
R). aR AND W21-5bFOR RIGHT SHOULDER CLOSED SIGNS (W21-5
L) aL) AND LEFT SHOULDER CLOSED SIGN (21-5bCLOSED AHEAD SIGN (W21-5
LEFT SHOULDER CLOSURES ARE SYMMETRICAL. SUBSTITUTE LEFT SHOULDER
ROAD WORK
END
500’
STANDARD SPECIFICATION SECTION 619)
IMPACT ATTENUATOR (SEE REQUIREMENTS IN
TAPERED END SECTION OR TEMPORARY
MAXIMUM
500’
(SEE NOTE 2)
11’ MIN.
ON
EA
CH
SID
E
OF
RO
AD
WA
Y
SIG
N
SA
ME
SHOULDER
TRAVEL LANE
TRAVEL LANE
TRAVEL LANE
SHOULDER
1000’1500’1000’
TICKETS
SPEEDING
WORK ZONE
AFTER TOW
SUSPENDED
LICENSE
AHEAD
WORK
ROAD
AHEAD
CLOSED
SHOULDER
RIGHT
CLOSED
SHOULDER
RIGHT
W20-1
NYR9-11
XX MILES
NEXT
(SEE NOTE 7)
NOTES" - TABLE 619-4, FOR FLARE RATES)
TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND
TEMPORARY CONCRETE BARRIER (SEE STANDARD SHEET
W21-5aRW21-5bR
G20-2
(SEE TABLE 6H-4 FOR L)
(L/3)
TAPER
SHOULDER
EXPRESSWAY / FREEWAY
LONG TERM STATIONARY
SHOULDER CLOSURE
(NOT TO SCALE)
12’
STANDARD SHEET 619-22
8.
7.
6.
5.
4.
3.
2.
1.
NOTES:
EFFECTIVE DATE: 01/08/09
(SEE REQUIREMENTS IN STANDARD SPECIFICATION SECTION 619)
FOR LIGHTING OF TEMPORARY CONCRETE BARRIER
12-6
RE
V 01/20/12
(SEE NOTE 6)
W7-3aP
GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
SPECIFICATIONS) WHEN A PAVED SHOULDER HAVING A WIDTH OF 8’ OR
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD
DEVICES.
MERGING TAPER. THE SHOULDER SHALL BE CLOSED USING CHANNELIZING
THE TEMPORARY CONCRETE BARRIER SHALL NOT BE PLACED ALONG THE
SHOULDER IS CLOSED FOR A DISTANCE GREATER THAN 2 MILES.
THE "NEXT XX MILE" SUPPLEMENTAL SIGN (W7-3aP) IS REQUIRED WHEN THE
AND NOTES".
ON THE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A
40’ IN THE ACTIVE WORK SPACE.
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED
SHOULD OCCUR WITHIN A BUFFER SPACE.
NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL
LONG TERM, STATIONARY SINGLE LANE CLOSURES.
SHOULDER CLOSURE, USE THE DETAILS FOR SHORT, INTERMEDIATE, OR
WHEN THE MINIMUM LANE WIDTH OF 11’ CANNOT BE MAINTAINED DUE TO A
FOR RIGHT SHOULDER CLOSED SIGNS (W21-5bR AND W21-5aR).
CLOSED AHEAD SIGN (W21-5bL) AND LEFT SHOULDER CLOSED SIGN (21-5aL)
LEFT SHOULDER CLOSURES ARE SYMMETRICAL. SUBSTITUTE LEFT SHOULDER
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
AHEAD
WORK
ROAD
CLOSED
SHOULDER
RIGHT
AHEAD
CLOSED
SHOULDER
RIGHT ROAD WORK
END
AHEAD
WORK
ROAD
1 2 MILES
NEXT
CLOSED
SHOULDER
RIGHT
1 2 MILES
NEXT
500’
SHOULDER
RAMP
500
NYR9-11
W20-1
W20-1
G20-2
(SEE TABLE 6C-2 AND NOTE 2)
BUFFER SPACEL (SEE NOTE 6)
TAPER
STREAM
DOWN
100’
OF
RO
AD
WA
Y
ON
EA
CH
SID
E
SIG
NS
SA
ME
TRAVEL LANE
TRAVEL LANE
SHOULDER
6H-4 FOR L)
(SEE TABLESHOULDER
(SEE NOTE 4)
BARRIER VEHICLE SET-UP
BARRIER
VEHICLE
(SEE NOTE 4)
NY2-A)
(SEE TABLE
DISTANCE
PLACEMENT
TRAVEL LANE
SHOULDER
6H-4 FOR L)
(SEE TABLE
SHOULDER TAPER (L/3)
(L/3)
TAPER
SHOULDER
1)
NO
TE
(SE
E
6.
5.
4.
3.
2.
1.
NOTES:
1000’ 1500’ 1000’
aPW7-3
RaW21-5
RbW21-5 RaW21-5
OR
EXPRESSWAY / FREEWAY / WITH APPROACH RAMP
SHORT OR INTERMEDIATE TERM STATIONARY
SHOULDER CLOSURE
(NOT TO SCALE)
MAXIMUM
500’
STANDARD SHEET 619-23
EFFECTIVE DATE: 01/08/09
(SEE NOTE 3)
CHANNELIZING DEVICES
12-7
W7-3aP
HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER
THE "NEXT X MILE" SUPPLEMENTAL SIGN (W7-3aP) IS REQUIRED WHEN THE SHOULDER IS CLOSED FOR A DISTANCE GREATER THAN 2 MILES.
TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE ON THE STANDARD SHEET
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40’ IN THE ACTIVE WORK SPACE.
WITHIN A BUFFER SPACE.
NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR
CLOSURE NEAR ENTRANCE RAMP.
CLOSURE, USE THE DETAIL FOR SHORT OR INTERMEDIATE TERM, STATIONARY SINGLE LANE
WHEN THE MINIMUM LANE WIDTH OF 11’ CANNOT BE MAINTAINED DUE TO A SHOULDER
CLOSED
ROAD
SIGNSIGN
L
SEE DETAIL 1
FOR SIGN
PLACEMENT
PVMS
NOTES:
EXIT
MUST
TRAFFIC
Message 1 Message 2
AHEAD
ACCIDENT
OPTION A (PREFERRED)
T@R#A@F@F@I@C
A@L@L
DISTANCE THEN THE FULL TAPER SHALL BE COMPLETED BEFORE THE INTERSECTION.
SIDEROADS OR INTERCHANGES, IF AN INTERSECTION FALLS WITHIN THE "L"
4. "L" DISTANCE SHOULD BE PROVIDED WHERE NO INTERFERENCE OCCURS WITH
R11-2
W20-5
NYR3-14
W4-2(L)
OF AN EXPRESSWAY
WORK ZONE TRAFFIC CONTROL FOR EMERGENCY CLOSURE
BUAB
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
2. "BU" APPROX. = BUFFER ZONE SEE TABLE 6C-2, LONGITUDINAL BUFFER
SHALL BE CLOSED WITH TYPE III BARRICADES OR DELINEATION DEVICES (DRUMS)
5. ANY AND ALL "U" TURNS BETWEEN THE POINT OF CLOSURE AND THE EMERGENCY
3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE
12-8
E5-1(R)
DETAIL 1:
SIGN
SUPPORT
SIGN
SUPPORT
TYPE III
LIGHTS
PANELS
40 L.F. MAX.
IN CAUTION MODE
FLASHING ARROW BOARD
CRASH ATTENUATOR &
BARRIER VEHICLE WITH
TRAILERED FLASHING ARROW BOARD
OR
FLASHING ARROW BOARD
CRASH ATTENUATOR &
BARRIER VEHICLE W/
RE
V 01/20/12
1 *2 MILE
CLOSED
LANE
LEFT
CLOSED
ROAD
CLOSED
LANE
CLOSED
LANE
SIGNSIGN
L L/2L L/2
>>
>>
L L/2PVMS
EXIT
MUST
TRAFFIC
Message 1 Message 2
AHEAD
ACCIDENT
OPTION B
R11-2
W20-5
NYW8-33
OF AN EXPRESSWAY
WORK ZONE TRAFFIC CONTROL FOR EMERGENCY CLOSURE
PLACEMENT
FOR SIGN
SEE DETAIL 1
12-9
DETAIL 1:
SIGN
SUPPORT
SIGN
SUPPORT
TYPE III
LIGHTS
PANELS
DISTANCE THEN THE FULL TAPER SHALL BE COMPLETED BEFORE THE INTERSECTION.
SIDEROADS OR INTERCHANGES, IF AN INTERSECTION FALLS WITHIN THE "L"
4. "L" DISTANCE SHOULD BE PROVIDED WHERE NO INTERFERENCE OCCURS WITH
40 L.F. MAX.
3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE
2. "BU" APPROX. = BUFFER ZONE, SEE TABLE 6C-2, LONGITUDINAL BUFFER
1. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4, STANDARD TAPER LENGTHS
NOTES:
FLASHING ARROW BOARD
CRASH ATTENUATOR &
SHADOW VEHICLE W/
FLASHING ARROW BOARD
CRASH ATTENUATOR &
SHADOW VEHICLE W/
IN CAUTION MODE
FLASHING ARROW BOARD
CRASH ATTENUATOR &
SHADOW VEHICLE W/
WHEN PAVED SHOULDER IS GREATER THAN 8 FT
IN CAUTION MODE
FLASHING ARROW BOARD
CRASH ATTENUATOR &
SHADOW VEHICLE W/
IN CAUTION MODE
FLASHING ARROW BOARD
CRASH ATTENUATOR &
SHADOW VEHICLE W/
RE
V 01/20/12
1 *2 MILE
CLOSED
LANE
LEFT
AHEAD
C@L$O#S@E@D
LANE
LEFT
road@work
end
BUMP BUMP mile
next
PAVEMENT
GROOVED
PAVEMENT
GROOVED
mile
next
BUMPBUMP
XX MILE
WORK
ROAD
XX MILE
WORK
ROAD
MESSAGE 1 MESSAGE 2
PVMS
SEE NOTE 2
MILLED AREA
AHEAD
PAVEMENT
GROOVED
FLASHING WARNING LIGHT
DRUM WITH
FLASHING WARNING LIGHT
DRUM WITH
FLASHING WARNING LIGHT
DRUM WITH
FLASHING WARNING LIGHT
DRUM WITH
W20-1
W8-1
SEE NOTE 2
XX
XX
12-10
motorcycle riders to the condition.
and is open to traffic, warning
that has been milled or grooved
(PVMS) in advance of pavement
portable variable message sign
The Contractor shall place a
619-3.02
NOTES 4&5
SEE
RE
V 01/20/12
GREATER THAN THREE MILES EVERY WHOLE MILE
EVERY HALF MILE BETWEEN ONE AND THREE MILES
LESS THAN ONE MILE EVERY QUARTER MILE
SUPPLEMENTAL POSTING DISTANCE GROOVED PAVEMENT DISTANCE
W7-3aP PANELS SHALL BE POSTED AS FOLLOWS:
5. WHEN GROOVED PAVEMENT EXTENDS FOR A LONG DISTANCE, ADDITIONAL W8-15 WITH SUPPLEMENTAL
DISTANCES OVER THREE MILES SHOULD BE STATED TO THE NEAREST WHOLE MILE.
DISTANCES BETWEEN ONE AND THREE MILES SHOULD BE STATED TO THE NEAREST HALF MILE.
4. DISTANCES LESS THAN ONE MILE SHOULD BE STATED TO THE NEAREST QUARTER MILE.
3. W20-1 AND G20-2 SIGNS ARE NOT REQUIRED IF MILLED AREA IS WITHIN PROJECT LIMITS.
2. ADVANCE POSTING DISTANCE AS PER NY2C-4.
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
G20-2
OR MULTI-LANE DIVIDED HIGHWAY
TRAFFIC SIGNING FOR MILLED EXPRESSWAYS
W8-15
W7-3aP
CAUTION
USE
BIKERS
12-11
Blank
To Be
Intended
This Page
REV 01/20/12
SURVEY
13
REV 01/20/12
CREW
SURVEY
CREW
SURVEY
>
> >
>
SEE NOTE # 1SEE NOTE # 2
W21-6
OPTIONAL
OPTIONAL
WORK ZONE TRAFFIC CONTROL FOR SURVEY WORK on a 2-WAY ROADWAY
13-1
WORK ZONE SPEED LIMIT,
SPEED LIMIT. SIGN NYR9-12 SHALL BE USED IN WORK ZONES THAT HAVE A
3. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE
2. SEE TABLE NY2C-4.
45 MPH AND 300 FT - 500 FT UPSTREAM FOR SPEEDS UNDER 45 MPH.
HIGHWAYS WITH THE 85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN
1. INSTALL SIGN 1000 FT UPSTREAM OF THE FIRST WARNING SIGN ON
NOTES:
3
NOTE
SEE
3
NOTE
SEE
RE
V 01/20/12
CREW
SURVEY
CREW
SURVEY
>
> >
>
SEE NOTE # 1SEE NOTE # 2
>
>
200 FT MIN.W21-6
NYR9-11
OPTIONAL
OPTIONAL
WORK ZONE TRAFFIC CONTROL FOR SURVEY WORK ALONG CENTERLINE OF LOW-VOLUME ROAD
13-2
NOTE # 3SEE
5
NOTE
SEE
RE
V 01/20/12
NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.
5. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT. SIGN
C) A LOW-VOLUME ROAD SHALL BE CLASSIFIED AS EITHER PAVED OR UNPAVED.
SECTION 2A.01 OF THE MUTCD.
IT SHALL BE A VARIATION OF A CONVENTIONAL ROAD OR A SPECIAL PURPOSE ROAD AS DEFINED IN
ROAD, OR A ROAD ON A DESIGNATED STATE HIGHWAY SYSTEM. IN TERMS OF HIGHWAY CLASSIFICATION,
B) A LOW-VOLUME ROAD SHALL NOT BE A FREEWAY, EXPRESSWAY, INTERCHANGE RAMP, FREEWAY SERVICE
AND COMMUNITIES, AND IT SHALL HAVE A TRAFFIC VOLUME OF LESS THAN 400 AADT.
A) A LOW-VOLUME ROAD SHALL BE A FACILITY LYING OUTSIDE OF BUILT-UP AREAS OF CITIES, TOWNS,
4. A LOW-VOLUME ROAD SHALL BE DEFINED AS FOLLOWS:
3. FOR SURVEYING ON THE CENTERLINE OF A HIGH-VOLUME ROAD, ONE LANE SHALL BE CLOSED.
2. SEE TABLE NY2C-4.
UPSTREAM FOR SPEEDS UNDER 45 MPH.
85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND 300 FT - 500 FT
1. INSTALL SIGN 1000 FT UPSTREAM OF THE FIRST WARNING SIGN ON HIGHWAYS WITH THE
NOTES:
5
NOTE
SEE
W20-7
W20-7
13-3
Blank
To Be
Intended
This Page
REV 01/20/12
MOBILE
14
MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY.
NYSDOT 1
BYE BYE NYSDOT ERIC THO
MSEN 9/27/2010 REV 01/20/12
W4-2 R
CLOSED
LANE
CLOSED
LANE
>
>
>
>
>
>
>
NYW8-33
SHADOW VEHICLE
or
NOTES:NOTES:
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
DISTANCE FOR SHADOW VEHICLES
2. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT. SEE TABLE NY2-B - ROLL-AHEAD
NOT EXCEED 15 MINUTES.
3. MOBILE IS A CONSTANTLY MOVING OR STOPPED OPERATION. A STOPPED OPERATION SHALL
REPAIRS.
OPERATIONS THAT INVOLVE WORKERS ON FOOT PERFORMING ROADWAY AND/OR APPURTENANCE
4. THIS TYPICAL MAYBE USED FOR VEHICLE BASED OPERATIONS, IT IS NOT TO BE USED FOR
14-1
CLOSED
RIGHT@LANE
1,500’ 1,000’
160’
& CRASH ATTENUATOR
FLASHING ARROW BOARD
SHADOW VEHICLE W/
FLASHING ARROW BOARD
SHADOW VEHICLE W/
& CRASH ATTENUATOR
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
1-LANE CLOSED
ON 2-LANE or 3-LANE, 1-WAY EXPRESSWAY
WORK ZONE TRAFFIC CONTROL FOR MOBILE WORK
W20-5a
AHEAD
CLOSED
LANE
RIGHT
RE
V 01/20/12
CLOSED
LANE
CLOSED
SHOULDER
RIGHTCLOSED
LANE
CLOSED
LANE
NOTES:NOTES:>
>
>
>
>
>
>
>
NYW8-33
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
DISTANCE FOR SHADOW VEHICLES
2. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT. SEE TABLE NY2-B - ROLL-AHEAD
NOT EXCEED 15 MINUTES.
3. MOBILE IS A CONSTANTLY MOVING OR STOPPED OPERATION. A STOPPED OPERATION SHALL
SHADOW VEHICLE
REPAIRS.
OPERATIONS THAT INVOLVE WORKERS ON FOOT PERFORMING ROADWAY AND/OR APPURTENANCE
4. THIS TYPICAL MAYBE USED FOR VEHICLE BASED OPERATIONS, IT IS NOT TO BE USED FOR
14-2
1,500’
160’1,000’
1,500’
FLASHING ARROW BOARD
SHADOW VEHICLE W/
& CRASH ATTENUATOR
FLASHING ARROW BOARD
SHADOW VEHICLE W/
& CRASH ATTENUATOR
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
& CRASH ATTENUATOR
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
& CRASH ATTENUATOR
FLASHING ARROW BOARD
SHADOW VEHICLE W/
2-LANES CLOSED
ON 3-LANE, 1-WAY EXPRESSWAY
WORK ZONE CONTROL FOR MOBILE WORK
RE
V 01/20/12
W20-5a
AHEAD
CLOSED
RIGHT@LANES
2
AHEAD
CLOSED
RIGHT LANES
2
CLOSED
LANE
CLOSED
LANE
>
>
>
W20-5a
>
>
>W20-5a
NYW8-33
OTHER FIELD CONDITIONS.
CHANGING SIGHT DISTANCE AND
ITS SPACING TO ACCOMMODATE
LEFT AS POSSIBLE AND SHALL ADJUST
THIS VEHICLE SHALL STAY AS FAR
NOTES:NOTES:
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
DISTANCE FOR SHADOW VEHICLES
2. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT. SEE TABLE NY2-B - ROLL-AHEAD
NOT EXCEED 15 MINUTES.
3. MOBILE IS A CONSTANTLY MOVING OR STOPPED OPERATION. A STOPPED OPERATION SHALL
REPAIRS.
OPERATIONS THAT INVOLVE WORKERS ON FOOT PERFORMING ROADWAY AND/OR APPURTENANCE
4. THIS TYPICAL MAYBE USED FOR VEHICLE BASED OPERATIONS, IT IS NOT TO BE USED FOR
14-3
1,500’
1,000’
160’
& CRASH ATTENUATOR
FLASHING ARROW BOARD
SHADOW VEHICLE W/
& CRASH ATTENUATOR
FLASHING ARROW BOARD
SHADOW VEHICLE W/
& CRASH ATTENUATOR
FLASHING ARROW BOARD
SHADOW VEHICLE W/
& CRASH ATTENUATOR
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
PAVED SHOULDER LESS THAN 8’
(LEFT LANES CLOSED)
2-LANES CLOSED
ON 3-LANE, 1-WAY EXPRESSWAY
WORK ZONE TRAFFIC CONTROL FOR MOBILE WORKRE
V 01/20/12
AHEAD
CLOSED
LEFT LANES
2
CLOSED
LEFT@LANES
2
W4-2 L
CLOSED
LANE
>
>>
>
NYW8-33
OR
OTHER FIELD CONDITIONS.
CHANGING SIGHT DISTANCE AND
ITS SPACING TO ACCOMMODATE
LEFT AS POSSIBLE AND SHALL ADJUST
THIS VEHICLE SHALL STAY AS FAR
NOTES:NOTES:
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
DISTANCE FOR SHADOW VEHICLES
2. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT. SEE TABLE NY2-B - ROLL-AHEAD
NOT EXCEED 15 MINUTES.
3. MOBILE IS A CONSTANTLY MOVING OR STOPPED OPERATION. A STOPPED OPERATION SHALL
REPAIRS.
OPERATIONS THAT INVOLVE WORKERS ON FOOT PERFORMING ROADWAY AND/OR APPURTENANCE
4. THIS TYPICAL MAYBE USED FOR VEHICLE BASED OPERATIONS, IT IS NOT TO BE USED FOR
14-4
1,000’
160’
& CRASH ATTENUATOR
FLASHING ARROW BOARD
SHADOW VEHICLE W/
& CRASH ATTENUATOR
FLASHING ARROW BOARD
SHADOW VEHICLE W/
PAVED SHOULDER LESS THAN 8’
1-LANE CLOSED (LEFT LANE CLOSED)
ON 2-LANE or 3-LANE, 1-WAY EXPRESSWAY
WORK ZONE TRAFFIC CONTROL FOR MOBILE WORK
RE
V 01/20/12
AHEAD
CLOSED
LANE
LEFT
W21-5a
OR
CLOSED
SHOULDER
RIGHT
WORK
SHOULDER
>
>
NOTES:
OTHER FIELD CONDITIONS.
CHANGING SIGHT DISTANCE AND
ITS SPACING TO ACCOMMODATE
RIGHT AS POSSIBLE AND SHALL ADJUST
THIS VEHICLE SHALL STAY AS FAR
REPAIRS.
OPERATIONS THAT INVOLVE WORKERS ON FOOT PERFORMING ROADWAY AND/OR APPURTENANCE
2. THIS TYPICAL MAYBE USED FOR VEHICLE BASED OPERATIONS, IT IS NOT TO BE USED FOR
NOT EXCEED 15 MINUTES.
1. MOBILE IS A CONSTANTLY MOVING OR STOPPED OPERATION. A STOPPED OPERATION SHALL
14-5
160’CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
SHOULDER CLOSED
ON 3-LANE, 1-WAY EXPRESSWAY
WORK ZONE TRAFFIC CONTROL FOR MOBILE WORK
RE
V 01/20/12
W4-2 LW20-5CLOSED
LANE
>
>
NOTES:
>
>
Signs Shall be Changed to Reflect This
Single Right Lane Closure Similiar,
Note:
NYW8-33
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE I, STANDARD TAPER LENGTHS
- ROLL-AHEAD DISTANCE FOR SHADOW VEHICLES
2. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT. SEE TABLE NY2-B
OR
OPERATION SHALL NOT EXCEED 15 MINUTES.
3. MOBILE IS A CONSTANTLY MOVING OR STOPPED OPERATION. A STOPPED
ROADWAY AND/OR APPURTENANCE REPAIRS.
USED FOR OPERATIONS THAT INVOLVE WORKERS ON FOOT PERFORMING
4. THIS TYPICAL MAYBE USED FOR VEHICLE BASED OPERATIONS, IT IS NOT TO BE
14-6
1000 FT
160’
OTHER FIELD CONDITIONS.
CHANGING SIGHT DISTANCE AND
ITS SPACING TO ACCOMMODATE
LEFT AS POSSIBLE AND SHALL ADJUST
THIS VEHICLE SHALL STAY AS FAR
& CRASH ATTENUATOR
FLASHING ARROW BOARD
SHADOW VEHICLE W/
PAVED SHOULDER LESS THAN 8’
1-LANE CLOSED
ON 2-LANE or 3-LANE, 1-WAY EXPRESSWAY
WORK ZONE TRAFFIC CONTROL FOR MOBILE WORK
RE
V 01/20/12
AHEAD
CLOSED
LANE
LEFT
AHEAD
WORK
ROAD
ON RAMP
WORK
SHOULDER
CLOSED
SHOULDER
LEFT
W21-5a
W20-1
RE
V 02/10/10
NYW5-16
- ROLL-AHEAD DISTANCE FOR BARRIER/SHADOW VEHICLES
1. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT. SEE TABLE NY2-A & B
OTHER FIELD CONDITIONS.
CHANGING SIGHT DISTANCE AND
ITS SPACING TO ACCOMMODATE
PERFORMED. THIS VEHICLE SHALL ADJUST
ON THE SHOULDER WHERE THE WORK IS BEING
REACHES THE RAMP, IT SHALL FOLLOW THE WORK
SHOULDER AS POSSIBLE. ONCE THIS VEHICLE
THIS VEHICLE SHALL STAY AS FAR ON THE
OR
ROADWAY AND/OR APPURTENANCE REPAIRS.
USED FOR OPERATIONS THAT INVOLVE WORKERS ON FOOT PERFORMING
4. THIS TYPICAL MAYBE USED FOR VEHICLE BASED OPERATIONS, IT IS NOT TO BE
14-7
NOTES:
2. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL 40 L.F. MAX.
OR LESS. IF SPEEDS ARE GREATER THEN 40 MPH, INCREASE DISTANCE TO 160’.
5. THE 80 FOOT ROLL-AHEAD DISTANCE IS BASED ON RAMP SPEEDS OF 45 MPH
SHALL NOT EXCEED 15 MINUTES.
3. MOBILE IS A CONSTANTLY MOVING OR STOPPED OPERATION. A STOPPED OPERATION
80’
10 FT Mim.
1,000’
CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
IN CAUTION MODE
FLASHING ARROW BOARD
CRASH ATTENUATOR &
BARRIER VEHICLE W/
ON A SHOULDER OF AN EXPRESSWAY EXIT RAMP
WORK ZONE TRAFFIC CONTROL FOR MOBILE MAINTENANCE
W20-5
CLOSED
LANE
CLOSED
LANE
NOTES:
DL
NYW8-33
IN THE CENTER TURN LANE WITH THE LEFT LANE CLOSED OF A 5-LANE ROADWAY
WORK ZONE TRAFFIC CONTROL FOR MOBILE MAINTENANCE WORK
- ROLL-AHEAD DISTANCE FOR SHADOW VEHICLES
1. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT. SEE TABLE NY2-B
14-8
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
SHADOW VEHICLE W/ARROW BOARD
FLASHING
RE
V 01/20/12
AHEAD
CLOSED
LANE
LEFT
CLOSED
LANE
PAINT
WET
CLOSED
LANE
PAINT
WET
CLOSED
LANE
PAINT
WET
W20-5
NYW8-33
NYW8-30
14-9
MINIMUM
1500 FT 240 FT to 500 FT240 FT to 500 FT
ON EXPRESSWAYS
PAVEMENT MARKING W/O DELINEATION
PLACEMENT OF RAPID-DRY
WORK ZONE TRAFFIC CONTROL for MOBILE OPERATION
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
SHADOW VEHICLE W/
ATTENUATOR
BOARD & CRASH
FLASHING ARROW
SHADOW VEHICLE W/
CRASH ATTENUATOR
MODE &
BOARD IN CAUTION
FLASHING ARROW
SHADOW VEHICLE W/
CRASH ATTENUATOR
MODE &
BOARD IN CAUTION
FLASHING ARROW
SHADOW VEHICLE W/
RE
V 01/20/12
AHEAD
CLOSED
lANE
RIGHT
CLOSED
LANE
PAINT
WET
CLOSED
LANE
PAINT
WET
CLOSED
LANE
PAINT
WET
LL
>
>
>
>
NOTES:
>
>
L
Signs Shall be Changed to Reflect This
Single Right Lane Closure Similiar,
Note:
NYW8-33
NYW8-30
SAFELY DRIVE AROUND NARROW SHOULDER TO NEW SET-UP POINT.
SHOULDER, THE VEHICLE SHALL STAY ON THE SHOULDER AREA UNTIL OPERATOR CAN
SHOULDER AREA BECOMES TOO NARROW FOR VEHICLE TO BE COMPLETELY ON THE
2. ADVANCE WARNING VEHICLE SHALL NOT ENCROACH ON TO THE TRAVEL LANE. IF
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
14-10
500 FT 500 FT
(1-LANE CLOSED)
ON 3-LANE or 2-LANE, 1-WAY EXPRESSWAY
(W/O DELINEATION, NARROW SHOULDER)
PLACEMENT OF RAPID-DRY PAVEMENT MARKING
WORK ZONE TRAFFIC CONTROL FOR MOBILE OPERATION
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
SHADOW VEHICLE W/
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
SHADOW VEHICLE W/
CRASH ATTENUATOR
MODE &
BOARD IN CAUTION
FLASHING ARROW
SHADOW VEHICLE W/
CRASH ATTENUATOR
MODE &
BOARD IN CAUTION
FLASHING ARROW
SHADOW VEHICLE W/
RE
V 01/20/12
AHEAD
CLOSED
LANE
LEFT
W20-5
CLOSED
LANE
PAINT
WET
CLOSED
LANE
PAINT
WET
CLOSED
LANE
PAINT
WET
CLOSED
LANE
PAINT
WET
>
L>
>
>
>
>
L L
NOTES:
Signs Shall be Changed to Reflect This
Right/Center Lane Closure Similiar,
Note:
W20-5a
Sign W23-1 (Mod) to be used during pavement marking operations only
NYW8-33
NYW8-30
SAFELY DRIVE AROUND NARROW SHOULDER TO NEW SET-UP POINT.
SHOULDER, THE VEHICLE SHALL STAY ON THE SHOULDER AREA UNTIL OPERATOR CAN
SHOULDER AREA BECOMES TOO NARROW FOR VEHICLE TO BE COMPLETELY ON THE
2. ADVANCE WARNING VEHICLE SHALL NOT ENCROACH ON TO THE TRAVEL LANE. IF
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS
(PAVEMENT MARKING OPERATION)
(2-LANES CLOSED)
ON 3-LANE, 1-WAY EXPRESSWAY
WORK ZONE TRAFFIC CONTROL FOR MOBILE OPERATION
14-11
500 FT
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
SHADOW VEHICLE W/
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
SHADOW VEHICLE W/
CRASH ATTENUATOR
MODE &
BOARD IN CAUTION
FLASHING PANEL
SHADOW VEHICLE W/
CRASH ATTENUATOR
&
FLASHING BOARD
SHADOW VEHICLE W/
MODE
BOARD IN CAUTION
FLASHING BOARD
SHADOW VEHICLE W/
RE
V 01/20/12
AHEAD
CLOSED
LEFT LANES
2
VEHICLES
SLOW MOVING
PAINT
WET
CLOSED
LANE
AHEAD
1*4 MILE
CLOSED
LANE
PAINT
WET
PAINT
WET
CLOSED
LANE
PAINT
WET
CLOSED
LANE
PAINT
WET
LANE
STAY IN
PAINT
WET
LANE
STAY IN
LANE
STAY IN
LANE
STAY IN
PASS
DO NOT
PAINT
WET
LANE
STAY IN
PASS
DO NOT
PAINT
WET
PAINT
WET
PASS
DO NOT
NYW8-33
NYW8-30
VEHICLE)
MARKING
(PAVEMENT
VEHICLE)
FOLLOWING
(LAST
Distance de
pe
nds o
n spee
d and dryin
g tim
e of paint
VEHICLE)
MARKING
(PAVEMENT
VE
HIC
LE)
FO
LL
OWIN
G
(IN
TE
RM
EDIA
TE
Distance de
pe
nds o
n spee
d and dryin
g tim
e of paint
A. TWO-WAY, TWO LANE ROADWAY
WO
RK
ZO
NE
TR
AF
FIC
CO
NT
RO
L f
or
MO
BIL
E
PA
VE
ME
NT
MA
RKIN
G
OP
ER
ATIO
NS
VEHICLE)
FOLLOWING
(LAST
VE
HIC
LE
S)
FO
LL
OWIN
G
(IN
TE
RM
EDIA
TE
NYW8-32
NYW8-31
OPTIONAL
VEHICLE)
(TRAIL
Optional
VEHICLE)
(LEAD
(Non-Expressways)
B. ONE-WAY AND MULTI-LANE ROADWAYS
14-12
is available
width shoulder
used if a full
Only to be
TRAIL VEHICLE
AR
RO
W
BO
AR
D
FL
AS
HIN
G
IN
CA
UTIO
N
MO
DE
AR
RO
W
BO
AR
D
FL
AS
HIN
G
CA
UTIO
N
MO
DE
IN
AR
RO
W
BO
AR
D
FL
AS
HIN
G
IN
CA
UTIO
N
MO
DE
AR
RO
W
BO
AR
D
FL
AS
HIN
G
REV 01/20/12
W21-4
W16-2p
CLOSED
LANE
PAINT
WET
PAINT
WET
CLOSED
LANE
LANE
STAY IN
REV 01/14/10
NYW8-30
NYW8-31
NYW8-33
cones.
trailing vehicle will disperse
Either lead vehicle or
Note:
14-13
IN CAUTION MODE
w/FLASHING ARROW BOARD
PAVEMENT MARKING VEHICLE
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
SHADOW VEHICLE W/
(Slo
w
Dryin
g)
w/
Delineatio
n,
2-
Way
Mulit-
Lane
Hig
hway
WO
RK
ZO
NE
TR
AF
FIC
CO
NT
RO
L f
or
MO
BIL
E
PA
VE
ME
NT
MA
RKIN
G
OP
ER
ATIO
NS
LANE
STAY IN
PASS
DO NOTAHEAD
WORK
ROAD
AHEAD
WORK
ROAD
W20-1
OR
See Note 1
maximum placement
recommend 1/2 mile
warning vehicle,
When using advance
NYW8-32
NYW8-31
RE
V 02/10/10
POINT.
CAN SAFELY DRIVE AROUND NARROW SHOULDER TO NEW SET-UP
THE VEHICLE SHALL STAY ON SHOULDER AREA UNTIL OPERATOR
NARROW FOR VEHICLE TO BE COMPLETELY ON THE SHOULDER,
THE TRAVEL LANE. IF SHOULDER AREA BECOMES TOO
1. ADVANCE WARNING VEHICLE SHALL NOT ENCROACH ON TO
NOTE
14-14
CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
1 MILE MAX.
.500 FT MIM
90 Ft MIM. < 40 MPH
180 Ft MIM. > 40 MPH
2-LANE, 2-WAY ROADWAY
(MULCHING/HERBICIDE)
WORK ZONE TRAFFIC CONTROL for MOBILE OPERATION
STANDARD SHEET 619-21
(SEE NOTE 3)
SHADOW VEHICLE SETUP
MAXIMUM
500’
TRAVEL LANE
SHOULDER
AHEAD
WORK
ROAD
WORK
SHOULDER
ROAD WORK
END
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
ROAD WORK
NEXT XX MILES
NYR9-11
(SEE NOTE 4)
W20-1
XX MILES
NEXT
W21-5G20-2
WORK
SHOULDER
W21-5
NOTES 2 AND 4)
G20-1 (SEE
SHADOW VEHICLE
10’ MINIMUM
LIMIT > 45 MPH
1000’ POSTED SPEED
SPEED LIMIT < 45 MPH
300’ - 500’ POSTED
TRAVEL LANE
SHOULDER
SHOULDER
TRAVEL LANE
TRAVEL LANE
SHOULDER
10’ MINIMUM
NY2-B)
(SEE TABLE
DISTANCE
PLACEMENT
(SEE NOTE 3)
SHADOW VEHICLE SETUP
SHADOW VEHICLE
NY2-B)
(SEE TABLE
DISTANCE
PLACEMENT
4.
3.
2.
1.
NOTES:
OR(MULTIPLE WORK LOCATIONS)
2-LANE 2-WAY ROADWAY
SHORT DURATION STATIONARY OR MOBILE
SHOULDER CLOSURE
2-LANE 2-WAY ROADWAY
MOBILE OPERATION
SHOULDER CLOSURE
(NOT TO SCALE)
(NOT TO SCALE)
14-15
EFFECTIVE DATE: 01/07/10
RE
V 02/10/10
(SEE NOTE 1)
aPW7-3
SHALL NOT EXCEED 5 MILES.
IT PRACTICAL TO PLACE STATIONARY SIGNS, THE DISTANCE BETWEEN THE ADVANCE WARNING SIGN AND WORK
IN SITUATIONS WHERE MULTIPLE WORK LOCATIONS EXIST WITHIN A LIMITED DISTANCE AND MAKE
SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR SHADOW VEHICLE USE REQUIREMENTS SEE TABLES NY1-B AND NY2-B ON THE STANDARD
SIGN (W20-1) IF WORK LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES.
THE ROAD WORK NEXT XX MILES SIGN (G20-1) MAY BE USED INSTEAD OF THE ROAD WORK AHEAD
) SHOULD BE USED WITH THE ROAD WORK AHEAD SIGN (W20-1).aPA SUPPLEMENTAL DISTANCE PLAQUE (W7-3
WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK IS 2 MILES TO 5 MILES,
15
SHORT DURATIONSHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR.
1min
60min
REV 01/20/12
AHEAD
MOWING
OPPOSITE DIRECTION
ADD WARNING SIGNS FOR
-IF MOWING IN THE MEDIAN
15-1
AND
of the mower. (2 Mile Maximum)
close as practical to the actual location
moved periodically so that it is kept as
operation is occurring and shall be
of the roadway where the mowing
shall be located on the side
MOWING AHEAD sign
operating the mower.
hearing protection, and seat belts shall be worn at all times while
2. Hard hat, eye protection, approved vests, shirts, or jackets,
vehicle with operating flashing lights.
to encroach onto the pavement, the mower shall be followed by a
If the beacon becomes inoperable and it is necessary for the mower
1. Mowers shall have a rotating amber beacon operating at all times.
NOTES:
500 FT MINIMUM
MAXIMUM
2 MILES MOWING LIMITS
OFF SHOULDER FOR EXPRESSWAYS
(MOWING)
WORK ZONE TRAFFIC CONTROL for SHORT DURATION OPERATIONRE
V 01/20/12
(Optional)
Warning Flags
18"x18"(min)
W21-8
Square orange flags
Placard and 2-(18"min.)
Slow Moving Vehicle
equipped with a
All mowers shall be
AHEAD
MOWING
CLOSED
LANE
OPPOSITE DIRECTION
ADD WARNING SIGNS FOR
-IF MOWING IN THE MEDIAN
15-2
operating the mower.
hearing protection, and seat belts shall be worn at all times while
2. Hard hat, eye protection, approved vests, shirts, or jackets,
vehicle with operating flashing lights.
to encroach onto the pavement, the mower shall be followed by a
If the beacon becomes inoperable and it is necessary for the mower
1. Mowers shall have a rotating amber beacon operating at all times.
NOTES:
of the mower. (2 Mile Maximum)
close as practical to the actual location
moved periodically so that it is kept as
operation is occurring and shall be
of the roadway where the mowing
shall be located on the side
MOWING AHEAD sign
AND
MAXIMUM
2 MILES MOWING LIMITS
MINIMUM
500 FT
160’
FLASHING ARROW BOARD
CRASH ATTENUATOR &
SHADOW VEHICLE W/
WITH LANE ENCROACHMENT ON EXPRESSWAYS
(MOWING)
WORK ZONE TRAFFIC CONTROL FOR SHORT DURATION OPERATION
RE
V 01/20/12
W21-8 Square orange flags
Placard and 2-(18"min.)
Slow Moving Vehicle
equipped with a
All mowers shall be
SHOULDER TO NEW SET-UP POINT.
CAN SAFELY DRIVE AROUND NARROW
STAY ON SHOULDER AREA UNTIL OPERATOR
ON THE SHOULDER, THE VEHICLE SHALL
NARROW FOR VEHICLE TO BE COMPLETELY
IF SHOULDER AREA BECOMES TOO
ENCROACH ON TO THE TRAVEL LANE.
ADVANCE WARNING VEHICLE SHALL NOT
of the mower. (2 Mile Maximum)
close as practical to the actual location
moved periodically so that it is kept as
operation is occurring and shall be
of the roadway where the mowing
shall be located on the side
MOWING AHEAD sign
AHEAD
MOWING
SHOULDER
NO
AHEAD
MOWING
CLOSED
SHOULDER
RIGHT
AHEAD
MOWING
OPTIONAL CRASH ATTENUATOR
&
SHADOW VEHICLE
15-3
OR
OR
operating the mower.
hearing protection, and seat belts shall be worn at all times while
2. Hard hat, eye protection, approved vests, shirts, or jackets,
vehicle with operating flashing lights.
to encroach onto the pavement, the mower shall be followed by a
If the beacon becomes inoperable and it is necessary for the mower
1. Mowers shall have a rotating amber beacon operating at all times.
NOTES:
AND
160’ (45-55 MPH)
80’ (30-40 MPH)
ON SHOULDER VEHICLE
OPTIONAL CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
2 MILES max.
.500’ mim
WITH SHOULDER ENCROACHMENT
(MOWING)
WORK ZONE TRAFFIC CONTROL for SHORT DURATION OPERATION
RE
V 01/20/12
Static Sign
W21-8
Square orange flags
Placard and 2-(18"min.)
Slow Moving Vehicle
equipped with a
All mowers shall be
SHOULDER TO NEW SET-UP POINT.
CAN SAFELY DRIVE AROUND NARROW
STAY ON SHOULDER AREA UNTIL OPERATOR
ON THE SHOULDER, THE VEHICLE SHALL
NARROW FOR VEHICLE TO BE COMPLETELY
IF SHOULDER AREA BECOMES TOO
ENCROACH ON TO THE TRAVEL LANE.
ADVANCE WARNING VEHICLE SHALL NOT
of the mower. (2 Mile Maximum)
close as practical to the actual location
moved periodically so that it is kept as
operation is occurring and shall be
of the roadway where the mowing
shall be located on the side
MOWING AHEAD sign
AHEAD
MOWING
AHEAD
MOWING
PASS
DO NOT
AHEAD
MOWING
NYW8-32
15-4
operating the mower.
hearing protection, and seat belts shall be worn at all times while
2. Hard hat, eye protection, approved vests, shirts, or jackets,
vehicle with operating flashing lights.
to encroach onto the pavement, the mower shall be followed by a
If the beacon becomes inoperable and it is necessary for the mower
1. Mowers shall have a rotating amber beacon operating at all times.
NOTES:
OR
AND
160’ (45-55 MPH)
80’ (30-40 MPH)
MAXIMUM
2 MILES MOWING LIMITS
CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
ON A TWO-LANE ROADWAY
WITH LANE ENCROACHMENT
(MOWING)
WORK ZONE TRAFFIC CONTROL for SHORT DURATION OPERATION
RE
V 01/20/12
Square orange flags
Placard and 2-(18"min.)
Slow Moving Vehicle
equipped with a
All mowers shall be
OR
AHEAD
WORK
ROAD
CLOSED
SHOULDER
RIGHT
WORK
SHOULDER
road@work
end
>
>
>
>
less than 15 minutes
work duration is
Sign is Optional if
G20-2
RECOMMENDED
SPOTTER
less than 15 minutes
work duration is
Sign is Optional if
15-5
500’ for Rural
350’(45-55 MPH)
200’(30-40 MPH) 80’(45-55 MPH)
40’(30-40 MPH)
RE
V 02/10/10
& CRASH ATTENUATOR
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
REQUIRED
Spacing is 40’
Maximum Delineation
than 15 minutes
if work duration is less
Delineators are optional
(WORK THAT OCCUPIES A LOCATION FOR UP TO 1 HOUR)
(PAVED SHOULDER 8 FT OR WIDER)
RIGHT SHOULDER CLOSED
FOR SHORT DURATION STATIONARY
WORK ZONE TRAFFIC CONTROL
AHEAD
WORK
ROAD
CLOSED
LANE
road@work
end
road@work
end
AHEAD
WORK
ROAD
G20-2
less than 15 minutes
work duration is
Sign is Optional ifRECOMMENDED
SPOTTER
15-6
less than 15 minutes
work duration is
Sign is Optional if
less than 15 minutes
work duration is
Sign is Optional if less than 15 minutes
work duration is
Sign is Optional if
W20-1
NYW8-33
500’ for Rural
350’(45-55 MPH)
200’(30-40 MPH)
350’(45-55 MPH)
200’(30-40 MPH)
80 FT
Spacing is 40’
Maximum Delineation
than 15 minutes
if work duration is less
Delineators are optional
& CRASH ATTENUATOR
FLASHING ARROW BOARD
BARRIER VEHICLE W/
REQUIRED
(Change Arrow Board to Left Arrow Mode)
* Right Lane Closure is Typical
(Work that occupies a location for up to 1 Hour)
(4-LANE CONVENTIONAL HIGHWAY)
INTERIOR LANE CLOSURE
FOR SHORT DURATION STATIONARY
WORK ZONE TRAFFIC CONTROL
RE
V 01/20/12
10 FT min.
W21-5a
OR
AHEAD
WORK
ROAD
CLOSED
SHOULDER
RIGHT
WORK
SHOULDER
road@work
end>
>
RE
V 03/01/10
>
>
RECOMMENDED
SPOTTER
15-7
G20-2
less than 15 minutes
work duration is
Sign is Optional if
* Left Shoulder Closure is Typical
80’
CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
.1,000 FT min
Spacing is 40’
Maximum Delineation
(Work that occupies a location for up to 1 Hour)
ON FREEWAY OR EXPRESSWAY
(PAVED SHOULDER 8 FT OR WIDER)
RIGHT SHOULDER CLOSED
WORK ZONE TRAFFIC CONTROL FOR SHORT DURATION STATIONARY
less than 15 minutes
work duration is
Sign are Optional if
Shadow Vehicle and
W4-2 R
AHEAD
WORK
ROAD
CLOSED
LANE
road@work
end
>
>>
less than 15 minutes
work duration is
Sign is Optional if
>
RECOMMENDED
SPOTTER
15-8
>
>
or
SIGHT DISTANCE AND OTHER FIELD CONDITIONS.
ITS SPACING TO ACCOMMODATE CHANGING
SHOULDER AS POSSIBLE AND SHALL ADJUST
THIS VEHICLE SHALL STAY AS FAR ON THE
NYW8-33
G20-2
less than 15 minutes
work duration is
Sign is Optional if
* Left Shoulder Closure is Typical
160’
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
SHADOW VEHICLE W/
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
SHADOW VEHICLE W/
1,000 FT min. 1,000 FT min.
Spacing is 40’
Maximum Delineation
(For work that occupies a location for up to 1Hour)
ON FREEWAY OR EXPRESSWAY
(PAVED SHOULDER LESS THAN 8 FT)
RIGHT SHOULDER CLOSED
WORK ZONE TRAFFIC CONTROL FOR SHORT DURATION STATIONARY
RE
V 01/20/12
AHEAD
CLOSED
LANE
RIGHT
W4-2 R
AHEAD
WORK
ROAD
CLOSED
LANE
road@work
end
CLOSED
LANE
>
>
>
RECOMMENDED
SPOTTER
15-9
>
or
NYW8-33
G20-2
less than 15 minutes
work duration is
Sign is Optional if
NYW8-33
>
15 minutes
is less than
if work duration
Sign are Optional
Barrier Vehicle and
* Left Lane Closure is Typical
160’1,500 FT 1,500 FT 1,000 FT
FLASHING ARROW BOARD
SHADOW VEHICLE W/CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
RECOMMENDED
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
Spacing is 40’
Maximum Delineation
(Work that occupies a location for up to 1 Hour)
ON FREEWAY OR EXPRESSWAY
(PAVED SHOULDER 8 FT OR WIDER)
RIGHT SHOULDER CLOSED
WORK ZONE TRAFFIC CONTROL FOR SHORT DURATION STATIONARY
RE
V 01/20/12
AHEAD
CLOSED
LANE
RIGHT
AHEAD
CLOSED
LANE
RIGHT
AHEAD
WORK
ROAD
CLOSED
LANE
CLOSED
LANE
road@work
end
CLOSED
LANE
>
>
>
RECOMMENDED
SPOTTER
>
NYW8-33
G20-2
less than 15 minutes
work duration is
Sign is Optional if
NYW8-33
> > >
15-10
* Left 2-Lanes Closure is Typical
15 minutes
is less than
if work duration
Sign are Optional
Barrier Vehicle and
CLOSED
SHOULDER
RIGHT
160’1,500 FT 1,500 FT 1,500 FT 1,000 FT
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
RECOMMENDED
&
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
RECOMMENDED
Spacing is 40’
Maximum Delineation(Work that occupies a location for up to 1 Hour)
ON FREEWAY OR EXPRESSWAY
(PAVED SHOULDER 8 FT OR WIDER)
RIGHT 2-LANES CLOSED
WORK ZONE TRAFFIC CONTROL FOR SHORT DURATION STATIONARY
RE
V 01/20/12
AHEAD
CLOSED
LANESRIGHT
2
AHEAD
CLOSED
LANESRIGHT
2
CLOSED
LANE
AHEAD
WORK
ROAD
CLOSED
LANE
road@work
end
>
>
>
RECOMMENDED
SPOTTER
>NYW8-33
G20-2
less than 15 minutes
work duration is
Sign is Optional if
NYW8-33
>15 minutes
is less than
if work duration
Sign is Optional
>
15-11
and other field conditions
changing sight distance
spacing to accommodate
and shall adjust its
as far right as possible
This vehicle shall stay
* Left 2-Lane Closure is Typical
160’1,500 FT 1,500 FT 1,000 FT
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
RECOMMENDED
&
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
Spacing is 40’
Maximum Delineation
(Work that occupies a location for up to 1 Hour)
ON FREEWAY OR EXPRESSWAY
(PAVED SHOULDER LESS THAN 8 FT)
RIGHT 2-LANES CLOSED
WORK ZONE TRAFFIC CONTROL FOR SHORT DURATION STATIONARY
RE
V 01/20/12
AHEAD
CLOSED
LANESRIGHT
2AHEAD
CLOSED
LANESRIGHT
2
AHEAD
MOWING
AHEAD
MOWING
of the mower. (2 Mile Maximum)
close as practical to the actual location
moved periodically so that it is kept as
operation is occurring and shall be
of the roadway where the mowing
shall be located on the side
MOWING AHEAD sign
operating the mower.
hearing protection, and seat belts shall be worn at all times while
2. Hard hat, eye protection, approved vests, shirts, or jackets,
vehicle with operating flashing lights.
to encroach onto the pavement, the mower shall be followed by a
If the beacon becomes inoperable and it is necessary for the mower
1. Mowers shall have a rotating amber beacon operating at all times.
NOTES:
15-12
AND
MAXIMUM
2 MILES MOWING LIMITS
500 FT MINIMUM
(Optional)
Warning Flags
18"x18"(mim.)
ON CONVENTIONAL ROADWAYS
(MOWING)
WORK ZONE TRAFFIC CONTROL for SHORT DURATION OPERATION
RE
V 01/20/12
W21-8
Square orange flags
Placard and 2-(18"min.)
Slow Moving Vehicle
equipped with a
All mowers shall be
W21-8
(Optional)
Warning Flags
18"x18"(min)
SHOULDER
NO
CLOSED
SHOULDER
RIGHT
AHEAD
MOWING
OPPOSITE DIRECTION
ADD WARNING SIGNS FOR
-IF MOWING IN THE MEDIAN
operating the mower.
hearing protection, and seat belts shall be worn at all times while
2. Hard hat, eye protection, approved vests, shirts, or jackets,
vehicle with operating flashing lights.
to encroach onto the pavement, the mower shall be followed by a
If the beacon becomes inoperable and it is necessary for the mower
1. Mowers shall have a rotating amber beacon operating at all times.
NOTES:
15-13
(500 Ft, Minimum/2 Mile Maximum)
of the mower.
close as practical to the actual location
moved periodically so that it is kept as
operation is occurring and shall be
of the roadway where the mowing
shall be located on the side
MOWING AHEAD sign
OR
AND
160 FT
(OPTIONAL)
CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
SHADOW VEHICLE W/
ON FREEWAY OR EXPRESSWAY
(PAVED SHOULDER 8 FT. OR WIDER)
WITH SHOULDER ENCROACHMENT
(MOWING)
WORK ZONE TRAFFIC CONTROL for SHORT DURATION OPERATION
RE
V 01/20/12
(Optional)
Warning Flags
18"x18"(min.)
W21-8
Square orange flags
Placard and 2-(18"min.)
Slow Moving Vehicle
equipped with a
All mowers shall be
CLOSED
LANE
CLOSED
LANEAHEAD
WORK
ROAD
CLOSED
LANE
road@work
end
AHEAD
WORK
ROAD
road@work
end
W20-1
G20-2
15-14
RECOMMENDED
SPOTTER
OR
less than 15 minutes
if work duration is
All Cones are Optional
is greater than 15 minutes
is Required if work duration
ROAD WORK AHEAD Sign
NYW8-33
500 FT 500 FT 120 FT 120 FT
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
& OPTIONAL
REQUIRED BARRIER VEHICLE
on HIGH SPEED (45-55 mph) 4-LANE CONVENTIONAL HIGHWAY
STATIONARY CENTER LEFT TURN LANE AND INTERIOR LANE CLOSED
WORK ZONE TRAFFIC CONTROL for SHORT DURATION
RE
V 01/20/12
AHEAD
CLOSED
LANE
LEFT
W20-5
OPTIONAL
G20-2
W1-6R
AHEAD
WORK
ROAD
CLOSED
LANE
CLOSED
LANE
CLOSED
LANE
road@work
end
AHEAD
WORK
ROADroad@work
end
W20-5L
W20-1
G20-2
15-15
RECOMMENDED
SPOTTER
OR
less than 15 minutes
if work duration is
All Cones are Optional
is greater than 15 minutes
is Required if work duration
ROAD WORK AHEAD Sign
CRASH ATTENUATOR
& OPTIONAL
REQUIRED BARRIER VEHICLE
NYW8-33
300 FT 300 FT 80 FT 80 FT
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
on LOW SPEED (30-40 mph) 4-LANE CONVENTIONAL HIGHWAY
STATIONARY CENTER LEFT TURN LANE AND INTERIOR LANE CLOSED
WORK ZONE TRAFFIC CONTROL for SHORT DURATION
RE
V 01/20/12
OPTIONAL
G20-2
AHEAD
CLOSED
LANE
LEFT
W1-6R
OR
G20-2
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
ON RAMP
road@work
end
WORK
SHOULDER
CLOSED
SHOULDER
LEFT
NOTES:
W20-1
NYW5-16
15-16
THAN 15 MINUTES
DURATION IS GREATER
SIGN IS REQUIRED IF
1,000 FT
80 FT
10 FT Mim.
1. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 L.F. MAX.
IN CAUTION MODE
FLASHING ARROW BOARD
CRASH ATTENUATOR &
BARRIER VEHICLE W/
IN CAUTION MODE
FLASHING ARROW BOARD
CRASH ATTENUATOR &
BARRIER VEHICLE W/
(LEFT SHOULDER)
WORK AREA ON A SHOULDER OF AN EXPRESSWAY EXIT RAMP
WORK ZONE TRAFFIC CONTROL FOR SHORT DURATION STATIONARY
RE
V 01/20/12
REV 01/01/1015-17
Blank
To Be
Intended
This Page
16
SHORT TERMFOR MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD.
SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION
61 Minutes
8 Hours
REV 01/20/12
AHEAD
WORK
ROAD
ON RAMP
CLOSED
SHOULDER
LEFT
ON RAMP
SHOULDER
NO
WORK AREA
D
RECOMMENDED
SPOTTER
L/2
W21-5aW20-1
NYW5-16
(LEFT SHOULDER)
WORK AREA ON A SHOULDER OF AN EXPRESSWAY EXIT RAMP
WORK ZONE TRAFFIC CONTROL FOR SHORT TERM STATIONARY
16-1
12 FT Mim.
1,500 FT
300 FT 200 FT
1,000 FT
IN CAUTION MODE
FLASHING ARROW BOARD
CRASH ATTENUATOR &
BARRIER VEHICLE W/
RE
V 01/20/12
3
NOTE
SEE
SIGN NYR9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.3.SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
2. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 L.F. MAX,
1. "D" = SEE TABLE NY2-A.
NOTES:
W8-23
XX FT
WORK
ROAD
road@work
end
XX@FT
WORK
ROAD
road@work
end
CLOSED
LANE
BU BUD D
RECOMMENDED
SPOTTER
LL/2
NOTE # 4
SEE
L/2
W20-1
G20-2
W20-5
W4-2(L)
C B A
IN THE CENTER TURN LANE AND THE LEFT LANE OF A 5-LANE ROADWAY
WORK ZONE TRAFFIC CONTROL FOR SHORT-TERM MAINTENANCE WORK
16-2
CRASH ATTENUATOR
&
FLASHING ARROW BOARD
BARRIER VEHICLE W/
CRASH ATTENUATOR
&
IN CAUTION MODE
FLASHING ARROW BOARD
BARRIER VEHICLE W/
RE
V 01/20/12
7
NOTE
SEE
7
NOTE
SEE
SIGN NY9-12 SHALL ONLY BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIT.7. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT.
TRAFFIC WHILE WORK VEHICLES ENTER AND EXIT THE WORK ZONE.6. THE NEED FOR A FLAGGER IS TO BE DETERMINED BASED ON YHE NEED TO CONTROL
DISTANCE FOR BARRIER VEHICLES.5."D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT. SEE TABLE NY2-A-ROLL-AHEAD
300 FT - 500 FT UPSTREAM FOR SPEEDS UNDER 45 MPH.WITH THE 85TH PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND 4. INSTALL SIGN 1000 FT UPSTREAM OF THE FIRST WARNING SIGN ON HIGHWAYS
3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 L.F. MAX.
2. "BU" APPROX. = BUFFER ZONE SEE TABLE 6C-2, LONGITUDINAL BUFFER.
1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, STANDARD TAPER LENGTHS.
NOTES:
YY@FT
CLOSED
LANE
LEFT
R4-7
YY FT
CLOSED
LANE
CENTER
W9-3
STANDARD SHEET 619-24
TRAVEL LANE
SHOULDER
SHOULDER
1000’
(SEE NOTE 3)
BARRIER VEHICLE SET-UP(SEE NOTE 6)
MAXIMUM
500’TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
RAMP
ON
ROAD WORK
END
NYR9-11
W20-1
W13-4P
W5-4
XXMPH
SHOULDER
TRAVEL LANE
TRAVEL LANE
NARROWS
RAMP
XXX FT
WORK
ROAD
(SEE TABLE 6H-4 FOR L)
SHOULDER TAPER L/3
VEHICLE
BARRIER
NOTE 4)
(SEE
10’
MIN.
6.
5.
4.
3.
2.
1.
NOTES:
G20-2
(SEE TABLE NY6H-3)
B
(SEE TABLE NY6H-3)
A
OR
(SEE TABLE NY2-A)
DISTANCE
PLACEMENT
AND NOTE 1)
(SEE TABLE 6C-2
BUFFER SPACE
(NOT TO SCALE)
EXPRESSWAY / FREEWAY EXIT RAMP
SHORT OR INTERMEDIATE TERM STATIONARY
PARTIAL EXIT RAMP CLOSURE
(SEE NOTE 2)
CHANNELIZING DEVICES
16-3
EFFECTIVE DATE: 01/07/10
RE
V 01/20/12
(SEE NOTE 5)
OPTIONAL
W13-1P
HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.
TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER
POOR SIGHT CONDITIONS).
LANES, BUMPS, POOR ROADWAY SURFACE, LOW OR NO SHOULDER, DROP-OFFS, GEOMETRIC CONSTRAINTS, AND/OR
THE PLAQUE WILL BE USED TO INDICATE AN ADVISORY SPEED FOR THE WORK ZONE CONDITION. (IE. NARROW
THE ENGINEER MAY REQUIRE THE USE OF AN ADVISORY SPEED PLAQUE (W13-1P) TO SUPPLEMENT A WARNING SIGN.
ADEQUATE.
TRUCK OFF-TRACKING SHOULD BE CONSIDERED WHEN DETERMINNING WHETHER THE MINIMAL LANE WITH OF 10’ IS
TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".
FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET
CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT TO EXCEED 40’ IN THE ACTIVE WORK SPACE.
NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE.
BU
G20-2
ABC
DVEHICLE
BARRIER
road@work
end AHEAD
WORK
ROAD
road@work
end
AHEAD
ROAD
ONE@LANE
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
road@work
end
road@work
end
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE@LANE
WORK AREA
>
>
>
>
>
>
W20-1
W20-4
A/2>
>
> >
SHORT TERM (DURING WORK HOURS)
WORK ZONE TRAFFIC CONTROL FOR A 2-LANE ROADWAY WITH A WORK AREA PRIOR TO INTERSECTION
16-4
MAX.
100’
MIN.
300’
RE
V 01/20/12
10
note
see
10
note
see
BE USED IN WORK ZONES THAT HAVE A WORK ZONE SPEED LIMIL.
10. SIGN NYR9-11 SHALL ONLY BE USED IN WORK ZONES WITH OUT A WORK ZONE SPEED LIMIT. SIGN NYR9-12 SHALL ONLY
9. SEE CONST. SPEC.619-3.02(L) FOR FLAGGER REQUIREMENTS.
BETWEEN FLAGGERS IS REQUIRED.
8. WHEN COMPANION FLAGGERS ARE FAR APART, OR OUT OF SIGHT OF EACH OTHER, ELECTRONIC COMMUNICATION
7. "BU" = BUFFER.
6. "D" ROLL AHEAD DISTANCE. SEE TABLE NY2-A
5. STOP/SLOW PADDLES ARE MANDATORY FLAGGING DEVICES.
REQUIREMENTS OF THE MUTCD CHAPTER 6A - 6E.
4. THE CONTRACTOR SHALL ADJUST THE SIGNS DURING THE COURSE OF WORK TO ASSURE THE SIGNS MEET THE
NOT TO EXCEED 1/2 THE DISTANCE BETWEEN THE FLAGGER SIGN AND THE FLAGGER.
A LATERAL DISTANCE OF L/3. THE FLAG TREE SHOULD BE A MINIMUM OF 200 LF IN ADVANCE OF THE FLAGGER,
3. IF THE FLAG TREE CANNOT BE PLACED BEHIND CURB, IT SHOULD BE PLACED ON SHOULDER BEHIND CHANNELIZATION
2. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 LF.
1. SEE CHAPTER 6F OF THE M.U.T.C.D.
NOTES:
W20-7
G20-2
16-5
Blank
To Be
Intended
This Page
REV 01/20/12
MISC
17
REV 01/20/12
STANDARD SHEET 619-65
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
AHEAD
WORK
ROAD
STAY
LANE
INROAD WORK
END
XXMPH
XXMPH
XXMPH
LIMIT < 45 MPH
POSTED SPEED
300’ - 500’
LIMIT > 45 MPH
POSTED SPEED
1000’
NY6H-3)
(SEE TABLE
C
NY6H-3)
(SEE TABLE
B
(SEE NOTE 7)
L
MUTCD.
STATE SUPPLEMENT TO THE
NY2C-4 IN THE NEW YORK
FOR DISTANCE SEE TABLE
(SEE NOTE 7)
L
MAXIMUM
500’
TAPER
DOWNSTREAM
100’
SHOULDER
TRAVEL LANE
TRAVEL LANE
TRAVEL LANE
SHOULDER
RO
AD
WA
Y
EA
CH
SID
E
OF
SIG
NS
SA
ME
ON
TYPICAL
11’ (MIN.)
12’
OR
NYR9-11
W20-1
R4-9
G20-2
(SEE TABLE NY6H-3)
A
7.
6.
5.
4.
3.
2.
1.
NOTES:
MULTI LANE HIGHWAY / EXPRESSWAY / FREEWAY
LONG TERM STATIONARY
MULTI LANE SHIFT
(NOT TO SCALE)
AND NOTE 2
TABLE 6H-4
TAPER SEE
SHOULDER
L/3
EFFECTIVE DATE: 01/08/09
(SEE REQUIREMENTS IN STANDARD SPECIFICATIONS SECTION 619)
FOR LIGHTING OF TEMPORARY CONCRETE BARRIER
(SEE NOTE 3)
TEMPORARY / INTERM WHITE PAVEMENT MARKINGS
(SEE NOTE 3)
TEMPORARY / INTERM YELLOW PAVEMENT MARKINGS
STANDARD SPECIFICATION SECTION 619).
TAPERED END SECTION OR TREATMENT IMPACT ATTENUATOR (SEE REQUIREMENTS IN
(SEE NOTE 4)
NOTES" - TABLE 619-4, FOR FLARE RATES)
TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND
TEMPORARY CONCRETE BARRIER (SEE STANDARD SHEET
17-1
RE
V 01/20/12
(SEE NOTE 6)
OPTIONAL
W13-1P
(SEE NOTE 5)
W1-4cR
(SEE NOTE 6)
OPTIONAL
W13-1P
(SEE NOTE 5)
W24-1bR
(SEE NOTE 5)
W1-4cL
(SEE NOTE 6)
OPTIONAL
W13-1P
THE APPROVAL OF THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE.
IF CONSTRAINTS EXIST AND L CANNOT BE ACHIEVED, A REDUCTION IN THE TAPER TO L/2 MAY BE USED WITH
ROADWAY SURFACE, LOW OR NO SHOULDER, DROP-OFFS, GEOMETRIC CONSTRAINTS, AND/OR POOR SIGHT CONDITIONS).
PLAQUE WILL BE USED TO INDICATE AN ADVISORY SPEED FOR THE WORK ZONE CONDITION. (IE. NARROW LANES, BUMPS, POOR
THE ENGINEER MAY REQUIRE THE USE OF AN ADVISORY SPEED PLAQUE (W13-1P) TO SUPPLEMENT A WARNING SIGN. THE
SHOULD BE USED INSTEAD OF THE FIRST REVERSE CURVE SIGN AND THE SECOND REVERSE CURVE SIGN SHOULD BE OMITTED.
DISTANCE ALONG THE TEMPORARY DIVERSION IS LESS THAN 600’, THE DOUBLE REVERSE CURVE SIGN (W24-1bR OR W24-1bL)
INITIAL SHIFT AND A SECOND SET SHOULD BE USED TO SHOW THE RETURN TO THE NORMAL ALIGNMENT. IF THE TANGENT
WHERE THE SHIFTED SECTION IS LONGER THAN 600’, ONE SET OF REVERSE CURVE SIGNS SHOULD BE USED TO SHOW THE
USING CHANNELIZING DEVICES AND PAVEMENT MARKINGS.
THE TEMPORARY CONCRETE BARRIER SHALL NOT BE PLACED ALONG THE MERGING TAPER. THE LANE SHALL BE CLOSED
COVERED.
CONTRACT DOCUMENTS. ANY EXISTING PAVEMENT MARKINGS THAT ARE CONFLICTING OR MISLEADING SHALL BE REMOVED OR
FOR LONG DURATION LANE SHIFTS, TEMPORARY / INTERIM PAVEMENT MARKINGS SHALL BE USED IN ACCORDANCE WITH THE
IN THE TRAVEL WAY.
THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK AREA AND DIRECT VEHICULAR TRAFFIC TO REMAIN
WHEN PAVED SHOULDERS HAVING A WIDTH OF 8’ OR MORE ARE CLOSED, CHANNELIZING DEVICES SHALL BE USED TO CLOSE
THE CORRESPONDING REVERSE CURVE SIGN (W1-4cR) FOR LEFT LANE SHIFTS.
RIGHT LANE SHIFTS ARE SYMMETRICAL TO LEFT LANE SHIFTS. SUBSTITUTE REVERSE CURVE SIGN (W1-4cL OR W24-1bL) AND
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
Typical
500’
Typical
300’
WORK AREAWORK AREAWORK AREA
17-2
FOR LESS THAN 1 HOUR, DAYTIME ONLY
WORK ZONE TRAFFIC CONTROL FOR SIGNAL WORK AT AN INTERSECTION
2. SEE STAND. SPEC. 619-3.02(L) FOR ADDITIONAL REQUIREMENTS.
1. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 5 L.F.
NOTES:
REV 01/20/12
W20-1W20-7
G20-2 AHEAD
WORK
ROAD
WORK
SHOULDERroad@work
end
17-3
OR
See Note 2 See Note 1
any roadway.
than 2 FT behind the curb or 15 FT or more from the edge of
where: The work space is behind a barrier or guide rail, or more
2. The ROAD WORK AHEAD and END ROAD WORK signs may be omitted
sign may be used for work adjacent to the shoulder.
signs such as the SHOULDER WORK sign. The SHOULDER WORK
1. The ROAD WORK AHEAD sign may be replaced with other appropriate
NOTES:
See Note 2
1000 Ft Freeway/Expressway
500 FT Rural Roadway
(High Speed 45-55 mph)
350 FT Urban
(Low Speed 30-40 mph)
200 FT Urban
ALL ROADWAY TYPES
INVOLVING WORK BEYOND THE SHOULDER
WORK ZONE TRAFFIC CONTROL for ALL DURATION OPERATION
RE
V 01/20/12
TABLES
18
TABLE 619-4
TABLE NY2-A
TABLE 212-1
TABLE NY1-A
TABLE II
(ENGLISH & METRIC)TABLE NY2C-4
(ENGLISH & METRIC)TABLE NY6C-2
(ENGLISH & METRIC)TABLE NY6H-3
(ENGLISH & METRIC)TABLE NY6C-3
(ENGLISH & METRIC)TABLE NY6H-4
WORK DURATION DEFINITIONS
REV 01/20/12
TA
PE
R
LE
NG
TH (L)
SP
EE
D
LI
MIT (S)
L
=
TA
PE
R
LE
NG
TH
S
=
PR
E
CO
NS
TR
UC
TIO
N
PO
ST
ED
TA
PE
R
LE
NG
TH
CRIT
ERIA
FO
R
TE
MP.
TR
AF
FIC
CO
NT
RO
L
ZO
NE
S
TA
BL
E 6
C-3
T
AB
LE 6
H-4
FO
RM
UL
AS
FO
R
DE
TE
RMININ
G
TA
PE
R
LE
NG
TH
S
ST
AN
DA
RD
TA
PE
R
LE
NG
TH
S
TY
PE
OF
TA
PE
RT
AP
ER
LE
NG
TH (L)
SHIF
TIN
G
TA
PE
R
SH
OU
LD
ER
TA
PE
R
ME
RGIN
G
TA
PE
R
ON
E-
LA
NE,
TW
O-
WA
Y
TR
AF
FIC
TA
PE
R
DO
WN
ST
RE
AM
TA
PE
R
L
L/2
L/3
FL
OW
PA
TH
OF
TR
AF
FIC
LA
TE
RA
L
SHIF
TT
EM
PO
RA
RY
TR
AF
FIC
CO
NT
RO
L
ZO
NE
PO
ST
ED
SP
EE
D
LI
MIT
100
FT
MA
XI
MU
M
100
FT
PE
R
LA
NE
OR
LE
SS
(40
MP
H)
OR
MO
RE
(45
MP
H)
L
=
WS
2L
=
WS /60
12
11
10987654
(20
MP
H)(2
5
MP
H)(3
0
MP
H)(3
5
MP
H)
(45
MP
H)(5
0
MP
H)(5
5
MP
H)
(60
MP
H)(6
5
MP
H)(7
0
MP
H)
80
75
70
60
55
50
40
35
30
180
165
150
135
120
105
90
75
60
540
495
450
405
360
315
270
225
180
600
550
500
450
400
350
300
250
200
660
605
550
495
440
385
330
275
220
720
660
600
540
480
420
360
300
240
780
715
650
585
520
455
390
325
260
840
770
700
630
560
490
420
350
280
(MP
H)
(FE
ET)
W
=
WID
TH
OF
OF
FS
ET (F
T)
SP
EE
D
LI
MIT (M
PH)
Standard Sheet 619-11
18-1 EFFECTIVE DATE: 01/20/12
125
115
105
95
85
75
65
55
45
245
225
205
185
165
145
125
105
85
(40
MP
H)
320
295
270
240
215
190
160
135
110
TABLE II
SITUATION
HIGHWAY
LOCATION
WORK
TYPE
WORK AREA
Conventional
Low Speed
Conventional
High Speed
Parking Lane
Shoulder or
Travel Lane
Slow Moving
Short Duration
Long Duration
Slow Moving
Short Duration
Long Duration
Slow Moving
Short Duration
Long Duration
Slow Moving
Short Duration
Long Duration
Slow Moving
Short Duration
Long Duration
Slow Moving
Short Duration
Long Duration
Travel Lane
Parking Lane
Shoulder or
Parking Lane
Shoulder or
Travel Lane
Expressway
Freeway and
AND BEGINNING OF LANE CLOSURE OR WORK AREA
ADVANCE DISTANCE BETWEEN INITIAL WARNING SIGN
High Speed - Greater than 40 MPH
Note: Low Speed - Less than or equal to 40 MPH
FEET
ADVANCE DISTANCE
150 - 500
150 - 300
150 - 300
150 - 600
150 - 600
300 - 600
300 - 1000
300 - 750
300 - 750
400 - 1500
600 - 2500
1500 - 5000
1000 - 1500
1000 - 1500
1000 - 1500
1000 - 2000
1500 - 5000
2500 - 5000
18-2REV 01/01/10
18-3
RE
V 01/20/12
18-4
ADVANCE WARNING SIGN SPACING
TABLE NY6H-3
ROAD TYPE
30 MPH*)l URBAN (
URBAN (35-40 MPH*)
45 MPH*)w URBAN (
RURAL
EXPRESSWAY / FREEWAY
DISTANCE BETWEEN SIGNS SIGN LEGEND
A (FT.) B (FT.) C (FT.) XX YY
100 100 100 AHEAD AHEAD
200 200 200 AHEAD AHEAD
350 350 350 AHEAD
500 500 500
1000 1500 2640 1 MILE � MILE
1000 FT.
1500 FT. 1000 FT.
HIGH-VOLUME FACILITIES WITH FULL OR PARTIAL CONTROL OF ACCESS.
FREEWAYS/INTERSTATE: LOCAL OR INTER REGIONAL HIGH-SPEED, DIVIDED,
AT MAJOR CROSSROADS.
CONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS
EXPRESSWAY: DIVIDED HIGHWAYS FOR TRAFFIC WITH FULL OR PARTIAL
CHARACTERISTICS.
RURAL: ANY AREA NOT EXHIBITING MORE THAN ONE OF THE ABOVE
SPEEDS OF 45 MPH OR LESS.
CONSTRAINTS, HIGH DENSITY OF CROSS STREETS, 85TH PERCENTILE
GREATER, MAJOR COMMERCIAL DRIVEWAYS, NUMEROUS RIGHT OF WAY
COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS PER MILE OR
DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER MILE, MINOR
SIDEWALKS, BICYCLE USAGE, CURBING, CLOSED DRAINAGE SYSTEMS,
URBAN: (MEETS MORE THAN 1 OF THE FOLLOWING CRITERIA)
* PRECONSTRUCTION POSTED SPEED LIMIT
Standard Sheet 619-11
EFFECTIVE DATE: 01/08/09
Standard Sheet 619-11
TABLE 619-4
FLARE RATES FOR POSITIVE BARRIER
TEMPORARY CONCRETE BARRIER
BOX BEAM OR HEAVY POST CORRUGATED BEAM
MPH
30
MPH
40
MPH
50
MPH
55
MPH
65
8:1 11:1 14:1 16:1 20:1
7:1 9:1 11:1 12:1 15:1
POSTED SPEED LIMIT
TYPE OF POSITIVE BARRIER
LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE
THAN 3 CONSECUTIVE DAYS.
INTERMEDIATE-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION
MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS, OR
NIGHTTIME WORK LASTING MORE THAN 1 HOUR.
SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION
FOR MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD.
SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR.
MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY.
WORK DURATION DEFINITIONS
18-5
DISTANCE
25
30
35
40
45
50
55
60
65
360 FT
425 FT
495 FT
570 FT
645 FT
SPEED LIMIT (MPH)
POSTED
PRECONSTRUCTION
LONGITUDINAL BUFFER SPACE
TABLE 6C-2
155 FT
200 FT
250 FT
305 FT
EFFECTIVE DATE: 01/08/09
Standard Sheet 619-12
------- 72"X60" 72"X60"
36"X18" 42"X24" 42"X24"
36"X18" 42"X24" 42"X24"
30"X24" 30"X24"
30"X15" 30"X15"
30"X18" 30"X18"
(30"X24")
3 DIGIT
(24"X24")
1 OR 2 DIGIT
M4-9 30"X24" 48"X36" 48"X36"
M4-9L
B
B
B
30"X24"
30"X24"
30"X24"
30"X24"
30"X24"
48"X18"
21"X15"
24"X24"
30"X24"
48"X36" 48"X36"
48"X36" 48"X36"
30"X24"
30"X24"
30"X24"
48"X18"
30"X24"
30"X24"
30"X24"
48"X18"
27"X21" 27"X21"
36"X36" 36"X36"
45"X36" 45"X36"
C
A
A
B
B
A
A
M3-1
SIGN WIDTH
M1-4
MATCH TO
30"X15"
OR
24"X12"
A
A
A
A
A
A
A
G20-1
G20-2
M1-4
M3-2
M3-3
M3-4
M4-8
M4-8a
M4-9R
M4-9a
M4-9b
M4-9~
M4-10L
M4-10R
M5-1
M6-1
M6-2
M6-3
M6-4
NYM3-1
NYM3-2
NYM3-3
ROAD WORK
NEXT XX MILES
ROAD WORK
END
X
ORTHN
ASTE
OUTHS
ESTW
DETOUR
DETOUR
END
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
E5-1a NYR9-11
B
B
30"X24" 45"X36" 45"X36"
24"X42" 48"X84" 48"X84"
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
SIGN WIDTH
M1-4
MATCH TO
(36"X18")
OR
24"X18"
COLOR CODE LEGEND
OF ACCESS.
FREEWAY - A DIVIDED HIGHWAY WITH FULL CONTROL
OF ACCESS.
EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL
A FREEWAY, OR EXPRESSWAY.
CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN
ROADWAY DEFINITIONS:
ON A ORANGE BACKGROUND
BLACK LEGEND AND BORDER
CODE DESCRIPTION
A
B
C
D
E
F
ON A WHITE BACKGROUND
BLACK LEGEND AND BORDER
ON A GREEN BACKGROUND
WHITE LEGEND AND BORDER
ON A RED BACKGROUND
WHITE LEGEND AND BORDER
ON A WHITE BACKGROUND
RED LEGEND AND BORDER
GREEN BACKGROUND
ON A FLORESCENT YELLOW
BLACK LEGEND AND BORDER
MULTICOLORED SYMBOL IMPOSED ON BLACK ON ORANGE SIGN.
COLOR CODE F IS TO BE USED.
WHEN USED IN CONJUNCTION WITH A PEDESTRIAN CROSSING SIGN (W11-2)
SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.C.D.
THESE TABLES ARE FOR REFERENCE PURPOSES ONLY. FOR ADDITIONAL
DIMENSIONS ARE SHOWN IN INCHES AND ARE SHOWN AS WIDTH X HEIGHT.
SIGN SIZES.
FOR MULTI-LANE UNDIVIDED CONVENTIONAL ROADWAYS USE EXPRESSWAY
5.
4.
3.
2.
1.
NOTES:
EXIT
XXX
X
XXX
XXX
XXXX
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLOR
CODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLOR
CODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
STRIPS
RUMBLE
SLIDES
PAVEMENT
GROOVED
ZONE
ROCK
FALLEN
PAINT
WET
LANE
STAY IN
PASS
DO NOT
CLOSED
LANE
VEHICLES
SLOW MOVING
NYW4-5
NYW4-14
NYW4-15
NYW4-17
NYW8-30
NYW8-31
NYW8-32
NYW8-33
NYW8-34
A
A
A
A
A
A
A
A
A
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
48"X24" 48"X24" 48"X24"
48"X24" 48"X24" 48"X24"
48"X24" 48"X24" 48"X24"
48"X24" 48"X24" 48"X24"
48"X24" 48"X24" 48"X24"
18-6EFFECTIVE DATE: 01/07/10
Standard Sheet 619-12
AHEAD
MOWING
WORK ZONE
YIELD
PASS
NOT
DO
STAY
LANE
IN
CROSSWALK
PEDESTRIAN
CLOSED
SIDEWALK
USE OTHER SIDE
SIDEWALK CLOSED
USE OTHER SIDE
SIDEWALK CLOSED
HERE ON
RED
STOP
CLOSED
ROAD
NYW8-44
NYW8-45
R1-1
R1-2
R2-1
R4-1
R4-7
R4-8R4-8
R4-9
R5-1
R9-8
R9-9
R9-10
R9-11
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
R9-11a
R10-6
R11-2
R11-3a
W1-4L
W1-4R
W1-4bR
W1-4~L
W1-4~R
W1-6L
W1-6R
W1-8L
W1-8R
A
A
D
E
BLIMIT
SPEED
XX
B
B
B
B
E
B
B
B
B
B
B
B
B
A
A
A
A
A
A
A
A
A
A
36"X36" 48"X48" 48"X48"
24"X8" 36"X12" 48"X16"
30"X30" 36"X36" 48"X48"
36"X36"X36" 48"X48"X48" 60"X60"X60
24"X30" 36"X48" 48"X60"
24"X30" 36"X48" 48"X60"
24"X30" 36"X48" 48"X60"
24"X30" 36"X48" 48"X60"
24"X30" 36"X48" 48"X60"
30"X30" 36"X36" 48"X48"
36"X18" 36"X18" -------
24"X12" 24"X12" -------
24"X12"24"X12" -------
24"X12" 24"X12" -------
24"X12" 24"X12" -------
24"X36" 24"X36" -------
48"X30" 48"X30" 48"X30"
60"X30" 60"X30" 60"X30"
30"X30" 36"X36" 48"X48"
30"X30" 36"X36" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
48"X24" 48"X24" 48"X24"
36"X48" 36"X48" 36"X48"
W1-4bL
XX MILES AHEAD
LOCAL TRAFFIC ONLY
ROAD CLOSED
AHEAD
SIDEWALK CLOSED
CROSS HERE
CROSS HERE
AHEAD
SIDEWALK CLOSED
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLOR
CODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLOR
CODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
COLOR CODE LEGEND
OF ACCESS.
FREEWAY - A DIVIDED HIGHWAY WITH FULL CONTROL
OF ACCESS.
EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL
A FREEWAY, OR EXPRESSWAY.
CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN
ROADWAY DEFINITIONS:
ON A ORANGE BACKGROUND
BLACK LEGEND AND BORDER
CODE DESCRIPTION
A
B
C
D
E
F
ON A WHITE BACKGROUND
BLACK LEGEND AND BORDER
ON A GREEN BACKGROUND
WHITE LEGEND AND BORDER
ON A RED BACKGROUND
WHITE LEGEND AND BORDER
ON A WHITE BACKGROUND
RED LEGEND AND BORDER
GREEN BACKGROUND
ON A FLORESCENT YELLOW
BLACK LEGEND AND BORDER
MULTICOLORED SYMBOL IMPOSED ON BLACK ON ORANGE SIGN.
COLOR CODE F IS TO BE USED.
WHEN USED IN CONJUNCTION WITH A PEDESTRIAN CROSSING SIGN (W11-2)
SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.C.D.
THESE TABLES ARE FOR REFERENCE PURPOSES ONLY. FOR ADDITIONAL
DIMENSIONS ARE SHOWN IN INCHES AND ARE SHOWN AS WIDTH X HEIGHT.
SIGN SIZES.
FOR MULTI-LANE UNDIVIDED CONVENTIONAL ROADWAYS USE EXPRESSWAY
5.
4.
3.
2.
1.
NOTES:
18-7 EFFECTIVE DATE: 01/07/10
TO STOP
PREPARED
BE
NARROWS
RAMP
BUMP
SHOULDER
SOFT
GRAVEL
LOOSE
ROAD
ROUGH
SHOULDER
LOW
35MPH
RAMP
ON
500 FT
NEXT
AHEAD
AHEAD
WORK
ROAD
W3-4
W3-5
W4-1L
W4-1R
W4-2L
W4-2R
W5-4
W6-3
W7-3a
W8-1
W8-4
W8-7
W8-8
W8-9
W11-2
W13-1
W13-4
W16-4
W16-5pL
W16-5pR
W16-7pL
W16-7pR
W16-9p
W20-1
A
A
A
A
A
A
A
A
A
A
A
A
A
A
F
A
A
A4
A
A4
A4
A
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
30"X30" 48"X48" 48"X48"
24"X18" 24"X18" 24"X18"
30"X30" 36"X36" 48"X48"
30"X30" 36"X36" 48"X48"
48"X48"36"X36"30"X30"
30"X30" 36"X36" 48"X48"
30"X30" 36"X36" 48"X48"
30"X30" 30"X30" ----------
24"X24" 24"X24" 24"X24"
36"X36" 36"X36" 36"X36"
30"X24" 30"X24" 30"X24"
24"X18" 24"X18" 24"X18"
24"X12" 30"X18" 30"X18"
24"X12" 30"X18" 30"X18"
36"X36" 48"X48" 48"X48"
LIMITSPEED
XX5
XXX FT
WORK
ROAD
X MILE
WORK
ROAD
mile
next
�
W3-1
W3-2
W3-3
A 36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
5
A5
A5
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLOR
CODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLORCODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
COLOR CODE LEGEND
OF ACCESS.
FREEWAY - A DIVIDED HIGHWAY WITH FULL CONTROL
OF ACCESS.
EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL
A FREEWAY, OR EXPRESSWAY.
CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN
ROADWAY DEFINITIONS:
ON A ORANGE BACKGROUND
BLACK LEGEND AND BORDER
CODE DESCRIPTION
A
B
C
D
E
F
ON A WHITE BACKGROUND
BLACK LEGEND AND BORDER
ON A GREEN BACKGROUND
WHITE LEGEND AND BORDER
ON A RED BACKGROUND
WHITE LEGEND AND BORDER
ON A WHITE BACKGROUND
RED LEGEND AND BORDER
GREEN BACKGROUND
ON A FLORESCENT YELLOW
BLACK LEGEND AND BORDER
MULTICOLORED SYMBOL IMPOSED ON BLACK ON ORANGE SIGN.
COLOR CODE F IS TO BE USED.
WHEN USED IN CONJUNCTION WITH A PEDESTRIAN CROSSING SIGN (W11-2)
SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.C.D.
THESE TABLES ARE FOR REFERENCE PURPOSES ONLY. FOR ADDITIONAL
DIMENSIONS ARE SHOWN IN INCHES AND ARE SHOWN AS WIDTH X HEIGHT.
SIGN SIZES.
FOR MULTI-LANE UNDIVIDED CONVENTIONAL ROADWAYS USE EXPRESSWAY
5.
4.
3.
2.
1.
NOTES:
18-8EFFECTIVE DATE: 01/07/10
Standard Sheet 619-12
AHEAD
DETOUR
AHEAD
CLOSED
ROAD
AHEAD
ROAD
ONE LANE
AHEAD
CLOSED
CENTER LANE
WORK
SHOULDER
CLOSED
SHOULDER
LEFT
CLOSED
SHOULDER
RIGHT
TURN OFF2-WAY RADIO
ANDCELL PHONE
END
BLASTING
ZONE
AHEAD
CLOSED
SHOULDER
LEFT
AHEAD
CLOSED
SHOULDER
RIGHT
W20-2
W20-3
W20-4
W20-5
W20-5a
W20-7a
W21-1a
W21-5
W22-2
W22-3
W24-1L
W21-5aL
W21-5aR
W24-1R
W24-1aL
W24-1aR
W24-1bL
W24-1bR
W21-5bL
W21-5bR
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
30"X30" 48"X48" 48"X48"
30"X30" 48"X48" 48"X48"
30"X30" 48"X48" 48"X48"
42"X36" 42"X36" 42"X36"
42"X36" 42"X36" 42"X36"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
36"X36" 48"X48" 48"X48"
XXX FT
DETOUR
X MILE
DETOUR
XXX FT
CLOSED
ROAD
X MILE
CLOSED
ROAD
XXX FT
ROAD
ONE LANE
X MILE
ROAD
ONE LANE
AHEAD
CLOSED
LEFT LANE
AHEAD
CLOSED
RIGHT LANE
AHEAD
CLOSED
TWO LANES
LEFT
AHEAD
CLOSED
TWO LANES
RIGHT
XXX FT
CLOSED
TWO LANES
LEFT
X MILE
CLOSED
TWO LANES
LEFT
XXX FT
CLOSED
TWO LANES
RIGHT
X MILE
CLOSED
TWO LANES
RIGHT
XXX FT
CLOSED
SHOULDER
LEFT
X MILE
CLOSED
SHOULDER
LEFT
XXX FT
CLOSED
SHOULDER
RIGHT
X MILE
CLOSED
SHOULDER
RIGHT
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLOR
CODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLOR
CODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
COLOR CODE LEGEND
OF ACCESS.
FREEWAY - A DIVIDED HIGHWAY WITH FULL CONTROL
OF ACCESS.
EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL
A FREEWAY, OR EXPRESSWAY.
CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN
ROADWAY DEFINITIONS:
ON A ORANGE BACKGROUND
BLACK LEGEND AND BORDER
CODE DESCRIPTION
A
B
C
D
E
F
ON A WHITE BACKGROUND
BLACK LEGEND AND BORDER
ON A GREEN BACKGROUND
WHITE LEGEND AND BORDER
ON A RED BACKGROUND
WHITE LEGEND AND BORDER
ON A WHITE BACKGROUND
RED LEGEND AND BORDER
GREEN BACKGROUND
ON A FLORESCENT YELLOW
BLACK LEGEND AND BORDER
MULTICOLORED SYMBOL IMPOSED ON BLACK ON ORANGE SIGN.
COLOR CODE F IS TO BE USED.
WHEN USED IN CONJUNCTION WITH A PEDESTRIAN CROSSING SIGN (W11-2)
SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.C.D.
THESE TABLES ARE FOR REFERENCE PURPOSES ONLY. FOR ADDITIONAL
DIMENSIONS ARE SHOWN IN INCHES AND ARE SHOWN AS WIDTH X HEIGHT.
SIGN SIZES.
FOR MULTI-LANE UNDIVIDED CONVENTIONAL ROADWAYS USE EXPRESSWAY
5.
4.
3.
2.
1.
NOTES:
18-9 EFFECTIVE DATE: 01/07/10
Standard Sheet 619-12
BLASTING
ZONE
AHEADW22-1 A 48"X48" 48"X48"48"X48"
1500 FT
ZONE
BLASTING
1 2 MILE
ZONE
BLASTING
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLOR
CODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
FREEWAYEXPRESSWAYROAD*
CONVENTIONAL
CODE
COLOR
CODE
M.U.T.C.D.SIGN
WORK ZONE TRAFFIC CONTROL SIGN TABLE
COLOR CODE LEGEND
OF ACCESS.
FREEWAY - A DIVIDED HIGHWAY WITH FULL CONTROL
OF ACCESS.
EXPRESSWAY - A DIVIDED HIGHWAY WITH PARTIAL CONTROL
A FREEWAY, OR EXPRESSWAY.
CONVENTIONAL ROAD - A STREET OR HIGHWAY OTHER THAN
ROADWAY DEFINITIONS:
ON A ORANGE BACKGROUND
BLACK LEGEND AND BORDER
CODE DESCRIPTION
A
B
C
D
E
F
ON A WHITE BACKGROUND
BLACK LEGEND AND BORDER
ON A GREEN BACKGROUND
WHITE LEGEND AND BORDER
ON A RED BACKGROUND
WHITE LEGEND AND BORDER
ON A WHITE BACKGROUND
RED LEGEND AND BORDER
GREEN BACKGROUND
ON A FLORESCENT YELLOW
BLACK LEGEND AND BORDER
MULTICOLORED SYMBOL IMPOSED ON BLACK ON ORANGE SIGN.
COLOR CODE F IS TO BE USED.
WHEN USED IN CONJUNCTION WITH A PEDESTRIAN CROSSING SIGN (W11-2)
SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.C.D.
THESE TABLES ARE FOR REFERENCE PURPOSES ONLY. FOR ADDITIONAL
DIMENSIONS ARE SHOWN IN INCHES AND ARE SHOWN AS WIDTH X HEIGHT.
SIGN SIZES.
FOR MULTI-LANE UNDIVIDED CONVENTIONAL ROADWAYS USE EXPRESSWAY
5.
4.
3.
2.
1.
NOTES:
18-10EFFECTIVE DATE: 01/07/10
Standard Sheet 619-12
PLACEMENT DISTANCE FOR BARRIER VEHICLES
TABLE NY2-A
PLACEMENT DISTANCE FOR SHADOW VEHICLES
TABLE NY2-B
MINIMUM MAXIMUM MINIMUM MAXIMUM
> 55
45 - 55
< 45
MINIMUM MAXIMUM MINIMUM MAXIMUM
> 55
45 - 55
< 45
BARRIER VEHICLES*
SHADOW VEHICLES **
(MPH)
SPEED LIMIT
POSTED
PRECONSTRUCTION
(MPH)
SPEED LIMIT
POSTED
PRECONSTRUCTION
ROLL AHEAD DISTANCE FROM MANUFACTURER.
MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL
STATIONARY WORK ZONES.
SHOULDER CLOSURES, LANE CLOSURES AND OTHER
BARRIER VEHICLE: VEHICLE USED FOR STATIONARY
AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619:
150 FT 250 FT
100 FT 200 FT 100 FT 200 FT
100 FT 200 FT 100 FT 200 FT
100 FT 200 FT
50 FT 100 FT
PLACEMENT DISTANCE (FT)
(18000 LBS.) (24000 LBS.)
PLACEMENT DISTANCE (FT)
(18000 LBS.) (24000 LBS.)
ROLL AHEAD DISTANCE FROM MANUFACTURER.
MINIMUM DISTANCE SHOWN REFLECTS THE ACTUAL
SHORT DURATION WORK OPERATIONS.
SHADOW VEHICLE: VEHICLE USED FOR MOBILE OR
AS DEFINED IN NYSDOT STANDARD SPECIFICATION 619:
Standard Sheet 619-11
18-11 EFFECTIVE DATE: 01/20/12
85 FT 165 FT
85 FT 165 FT
230 FT
180 FT 280 FT
330 FT 180 FT 280 FT
> 45 mph
Posted Speed
< 7
(Calendar Days)
Anticapated Exposure Time
6:1
15:1
10:1
30:1
TABLE 619-1 REQUIRED TREATMENT FOR TRANSVERSE BUMPS
> 7
Bump In (mm)
Height of
6 (150)
to
1 (25)
(Miles Per Hour)
Numerical Limit
First Intermediate Sign Subsequent Intermediate Signs
25
30
35
40
45
50
1100(335m)
1100(335m)
1100(335m)
1100(335m)
1100(335m)
1100(335m)
2640(805m)
55
60
65
1100(335m)
1100(335m)
1100(335m)
Maximum Spacing for Intermediate Signs Feet(Meters)
2640(805m)
2640(805m)
2640(805m)
2640(805m)
2640(805m)
2640(805m)
2640(805m)
2640(805m)
45 mph<
Posted Speed
TABLE 212-1
to Section 2B-18 of the York State Addendum to the M.U.T.C.D.
For additional information regarding Speed Limit signs, see the M.U.T.C.D. and Section 2B-13
Note:
18-12
WORK ZONE LINEAR SPEED LIMIT SIGN SPACING
REV 03/03/10
18-13
(LONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES)
BARRIER VEHICLE USE REQUIREMENTS
TABLE NY1-A
CLOSURE TYPE
LANE CLOSURE
SHOULDER CLOSURE
EXPOSURE CONDITION1
TO TRAFFIC
IN VEHICLES EXPOSED
WORKERS ON FOOT OR
NO WORKERS EXPOSED
EXCAVATION) ONLY
(IE. EQUIPMENT, MATERIALS,
NON-TRAVERSABLE HAZARD
TO TRAFFIC
IN VEHICLES EXPOSED
WORKERS ON FOOT OR
NO WORKERS EXPOSED
EXCAVATION) ONLY
(IE. EQUIPMENT, MATERIALS,
NON-TRAVERSABLE HAZARD
USE REQUIREMENTS4,5
FREEWAY
(PRECONSTRUCTION POSTED SPEED LIMIT)
NON-FREEWAY
REQUIRED3
REQUIRED3
REQUIRED3
REQUIRED3
w 45 MPH 35-40 MPH l 30 MPH
REQUIRED
REQUIRED3
3
REQUIRED3 REQUIRED
3OPTIONAL
2
OPTIONAL2
OPTIONAL2
OPTIONAL2
OPTIONAL2
OPTIONAL2
OPTIONAL2
OPTIONAL2
BUFFER SPACE (TABLE6C-2) SHALL BE PROVIDED.
BARRIER VEHICLES ARE NOT REQUIRED FOR FLAGGING OPERATIONS, BUT THE STANDARD LONGITUDINAL
LONGITUDINAL BUFFER SPACE (TABLE 6C-2) SHALL BE PROVIDED.
BARRIER VEHICLES ARE NOT REQUIRED FOR MILLING AND/OR PAVING OPERATIONS, BUT THE STANDARD
OPERATION OF TRAFFIC.
WHERE BARRIER VEHICLE PLACEMENT WOULD BE INEFFECTIVE OR WOULD INTERFERE WITH THE SAFE
REQUIREMENTS MAY BE MADE, AS APPROVED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE
WORKING AND NON-WORKING HOURS UNTIL THE HAZARD NO LONGER EXISTS. EXCEPTIONS TO THESE
VEHICLES PROTECTING NON-TRANSVERSABLE HAZARDS SHALL REMAIN IN PLACE DURING BOTH
THE STATIONARY CLOSURE, THE BARRIER VEHICLE SHALL BE REPOSITIONED ACCORDINGLY. BARRIER
AND EACH CLOSED PAVED SHOULDER 8’ OR GREATER IN WIDTH. IF THE WORK SPACE MOVES WITHIN
REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHICLE FOR EACH CLOSED LANE
BUFFER SPACE (TABLE 6C-2) SHALL BE PROVIDED.
WHERE THE REQUIREMENT IS "OPTIONAL", EITHER A BARRIER VEHICLE OR THE STANDARD LONGITUDINAL
TRAFFIC BARRIER, BARRIER VEHICLES ARE NOT REQUIRED.
(TEMPORARY TRAFFIC BARRIER) PRESENT. WHERE WORKERS OR HAZARDS ARE PROTECTED BY A TEMPORARY
THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NY1-A ASSUMES THERE IS NO POSITIVE PROTECTION
5.
4.
3.
2.
1.
CLOSURE TYPE
LANE CLOSURE
SHOULDER CLOSURE
EXPOSURE CONDITION
USE REQUIREMENTS
FREEWAY
(PRECONSTRUCTION POSTED SPEED LIMIT)
NON-FREEWAY
REQUIRED
REQUIRED
w 45 MPH 35-40 MPH l 30 MPH
REQUIRED
REQUIRED REQUIRED
REQUIREDREQUIRED
REQUIRED2,4
2,4 2,4
2,4
2,4 2,4
2,42,4
IS EXPOSED TO TRAFFIC
VEHICLE, OR OTHER HAZARD
WHEN ANY WORKER,
IS EXPOSED TO TRAFFIC
VEHICLE, OR OTHER HAZARD
WHEN ANY WORKER,
(MOBILE CLOSURES)
SHADOW VEHICLE USE REQUIREMENTS
TABLE NY1-B
PROTECTION OF EXPOSED WORKERS, AS DIRECTED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE.
SHADOW VEHICLES MAY BE REQUIRED TO PROMOTE THE SAFE OPERATION OF TRAFFIC AND THE INCREASED
VEHICLE FOR EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8’ OR GREATER IN WIDTH. ADDITIONAL
FOR ALL MOBILE CLOSURES. SHADOW VEHICLE REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE SHADOW
A SHADOW VEHICLE IS USED TO PROTECT EXPOSED WORKERS (ON FOOT OR IN A VEHICLE) AND SHALL BE REQUIRED
ATTENUATOR.
SPEED LIMIT OF 40 MPH OR LESS, SHADOW VEHICLES ARE NOT REQUIRED TO BE EQUIPPED WITH A REAR MOUNTED
OF 30 MPH OR LESS AND MOBILE SHOULDER CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION
FOR MOBILE LANE CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION POSTED SPEED LIMIT
SPEED LIMIT OF 45 MPH OR MORE.
CLOSURES ON FREEWAYS, AND SHOULDER CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION
ON NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION POSTED SPEED LIMIT OF 35 MPH OR MORE, SHOULDER
OR TRAILER MOUNTED) FOR THE FOLLOWING MOBILE CLOSURES: LANE CLOSURES ON FREEWAYS, LANE CLOSURES
SHADOW VEHICLES SHALL BE EQUIPPED WITH AN APPROVED REAR MOUNTED ATTENUATOR (TRUCK MOUNTED
DEVICES ARE NOT USED FOR MOBILE CLOSURES.
ALONG THE TRAVELED WAY OR SHOULDER SLOWER THAN THE PREVAILING SPEED OF TRAFFIC. CHANNELIZING
A MOBILE CLOSURE SHALL BE USED FOR ANY WORK ACTIVITY THAT MOVES CONTINUOUSLY OR INTERMITTENTLY
4.
3.
2.
1.
WORK ZONE TRAFFIC CONTROL
REFERENCE GUIDE forRE
V 01/20/12
Standard Sheet 619-11
TRAFFIC CONTROL
PAVEMENT MARKINGS
Policy
Temporary Pavement Markings
TRAFFIC SIGNS
Sign Attributes:
Sign Placement:
Sizing Special Construction Signs
Color, Size, Shape Text
Special Design Squad
HDM Chap 16, MUTCD Chap 3
Interim Pavement Markings
Final Pavement Markings Stand. Spec. Sections 685, 687 and 688
Pavement Markings
Covering or Removal of
Reflectivity
Condition ATSSA Quality Standards Booklet
Lateral Offset
Mounting
Spacing
Location
Stand. Spec. 730-05
619-4.06, 619-5.06
Stand. Spec. 619-1.06, 619-2.06, 619-3.06,
619-4.07, 619-5.07
Stand. Spec. 619-1.07, 619-2.07, 619-3.07,
619-4.05, 619-5.05
Stand. Spec. 619-1.05, 619-2.05,619-3.05,
Typical Work Zone Signing MUTCD Chap. 6, 619 Series Stand. Sheets
MUTCD Chap. 6F
Stand. Spec. 619-3.02-H, MUTCD Chap 6F
Stand. Sheet 619-11, MUTCD Chap. 6
MUTCD Chap. 2 & 6, Stand Sheet 619-11
619-12, 619-13
Stand. Spec. 619-2.02-H, Standard Sheet
WORK ZONE TRAFFIC CONTROL
REFERENCE GUIDE for
REV 01/01/10 18-14
TRAFFIC CONTROL
Sign Covers
Flashing Arrow Panels
TEMPORARY TRAFFIC SIGNALS
General Information
Additional Design Guidance
2-Way Highway
Two Phase on 2-Lane,
Special Design Squad
Work Zone Speed Reduction
Nighttime Work Requirements
645-2.09, 645-3.09, 645-5.09
Stand. Spec. 619-2.02-H-3, 619-3.02-H-3,
(PVMS)
Portable, Variable Message Signs
619-4.10, 619-5.10, MUTCD Chap. 6F
Stand. Spec. 619-1.10, 619-2.10, 619-3.10,
619-4.18, 619-5.18, MUTCD Chap. 6F
Stand. Spec. 619-1.18, 619-2.18, 619-3.18,
CHANNELIZATION/DELINEATION
Devices, Reflectivity, Spacing619-3.02-J, EI 07-001, MUTCD Chap. 6F
Stand. Spec. 619-1.02-J, 619-2.02-J,
ConditionMUTCD Chap. 6F
ATSSA Quality Standards Booklet,
Taper Length Stand. Sheet 619-11, MUTCD Chap. 6C
Buffer Spaces Stand. Sheet 619-11
Nighttime Work Requirements
EI 08-030
EI07-006, HDM Chap 16
619-5.19, MUTCD Chap. 6F, EI95-003,
Stand. Spec. 619-1.19, 619-3.19, 619-4.19,
619-3.02-I, MUTCD Chap. 6F
Stand. Spec. 619-1.02-3, 619-2.02-I,
Stand. Sheet M619-62
619-5.19, MUTCD Chap. 6F
Stand. Spec 619-1.19, 619-3.19, 619-4.19,
WORK ZONE TRAFFIC CONTROL
REFERENCE GUIDE for
REV 01/01/1018-15
TRAFFIC CONTROL
DETOURS
Policy
Signing
PEDESTRIAN & BICYCLE REQUIREMENTS
Policy
FLAGGING
Policy
Attire
Devices
Flagger Station Enhanced Set-Up
Night Requirements
WORK ZONE INTRUSION COUNTERMEASURES
Temporary Rumble Strips
Drop- Off Protection Stand. Spec. 619-3.02-K
EI 91-001
Highway Design Manual - Chap. 16,
619-3.02-L, MUTCD Chap. 6E
Stand. Spec. 619-1.02-L, 619-2.02-L,
619-3.02-L, MUTCD Chap. 6E
Stand. Spec. 619-1.02-L, 619-2.02-L,
EI07-022
Stand. Spec. 107-05-A, MUTCD Chap. 6E
Channelizing Devices Spacing
EI06-016
MUTCD Chap. 6, Stand. Sheet 619-66,
Spec. 619-3.02-A, 619-3.02-C
Highway Design Manual - Chap. 16, Stand.
Highway Design Manual - Chap. 16
619-4.19, 619-5.15, HDM Chap. 16
Stand. Spec. 619-1.19, 619-3.19,
EI03-039
Highway Design Manual - Chap. 16
619-4.08, 619-5.08
Stand. Spec. 619-1.08, 619-2.08, 619-3.08,
WZTC Typical Booklet, Stand Sheets 619-
Highway Design Manual - Chap. 16
WORK ZONE TRAFFIC CONTROL
REFERENCE GUIDE for
REV 01/01/10 18-16
TRAFFIC CONTROL
Flagger Station Enhanced Set-Up
Speed Limit Reduction
Police Enforcement
Variable Message Signs
EI 93-030, EI 06-011, EB 06-037
619-4.10, 619-5.10
Stand. Spec. 619-1.10, 619-2.10, 619-3.10,
TEMPORARY CONCRETE BARRIER
Policy
619-4.12, 619-5.12
Stand. Spec. 619-1.12, 619-2.12, 619-3.12,
Flare & Offset (MINIMUM 3.6M)
619-4.14, 619-5.14
Stand. Spec. 619-1.14, 619-2.14, 619-3.14,Temporary Impact Attenuator
Temporary Sand Barrel Arrays
619-4.15, 619-5.15
Stand. Spec. 619-1.15, 619-2.15, 619-3.15,
ATTENUATORS/ARRESTING BARRIER
Barrier/Shadow Vehicles
619-3.02G, 619-4.02G, 619-5.02G
Stand. Spec. 619-1.02G, 619-2.02G,
Vehicle Arresting Barrier
619-3.16, 619-4.16, 619-5.16
Stand. Spec. 619-1.16, 619-2.16,
SIGN SUPPORTS
Compliance
Fixed, Portable, NCHRP 350
EI08-030
Highway Design Manual - Chap. 16,
Stand. Spec. 619-3.12, Table 619-4
EB04-021, EB06-021, EI 07-001
619-3.02H, 619-4.02H, 619-5.02H,
Stand. Spec. 619-1.02H, 619-2.02H,
WORK ZONE TRAFFIC CONTROL
REFERENCE GUIDE for
REV 01/01/1018-17
TRAFFIC CONTROL
Nighttime Construction
Policy
TRANSVERSE BUMPS
Policy Stand. Spec. 619-3.02A, Table 619-1
HDM Chap. 16
619-4.19, 619-5.19, MUTCD Chap. 6G
Stand. Spec. 619-1.19, 619-3.19,
WORK ZONE TRAFFIC CONTROL
REFERENCE GUIDE for
REV 01/01/10 18-18
STANDARD SHEETS
WORK ZONE TRAFFIC CONTROL
LIST OF
18-19
Long Term Stationary Expressway/Freeway
619-22 - Work Zone Traffic Control Shoulder Closure
Duration Stationary or Mobile 2-Lane, 2-Way Roadway
619-21 - Work Zone Traffic Control Shoulder Closure Short
2-Lane, 2-Way Roadway
Short or Intermediate Term Stationary
619-20 - Work Zone Traffic Control Shoulder Closure
619-12 - Work Zone Traffic Control Sign and Size Table
619-11 - Work Zone Traffic Control Legend and Tables
619-10 - Work Zone Traffic Control General Notes
619-8 - Portable Temporary Wooden Sign Support
(Sheet 2 of 2)
619-7 - Vehicle Arresting Barrier (Net Type) Details
(Sheet 1 of 2)
619-6 - Vehicle Arresting Barrier (Net Type) Details
(Sheet 1 of 2)
619-5R2 - Metal Frame Type III Construction Barricades
619-5 - Type III Construction Barricades (Sheet 1 of 2)
619-4R2 - PVC Type III Construction Barricades (Sheet 1 of 2)
619-4 - PORTABLE TEMPORARY WOODEN SIGN SUPPORT
619-3R1 - Temporary Concrete Barrier
619-02 - TYPE III CONSTRUCTION BARRICADES (2 SHEETS)
619-01 - TEMPORARY CONCRETE BARRIER (3 SHEETS)
REV 01/20/12
STANDARD SHEETS
WORK ZONE TRAFFIC CONTROL
LIST OF
2-Lane, 2-Way Roadway
Short, Intermediate, or Long Term Stationary
619-50 - Work Zone Traffic Control Sidewalk Diversion
Multi Lane Undivided Highway
Closure Short or Intermediate Term Stationary
619-41 - Work Zone Traffic Control Double Interior Lane
Expressway/Freeway
Closure Short or Intermediate Term Stationary
619-40 - Work Zone Traffic Control Double Lane
Stationary Expressway/Freeway
Exit Ramp Short, Intermediate, or Long Term
619-34 - Work Zone Traffic Control Single Lane Closure Near
Stationary Expressway/Freeway
Entrance Ramp Short, Intermediate, or Long Term
619-33 - Work Zone Traffic Control Single Lane Closure Near
Expressway/Freeway
Long Term Stationary Multi Lane Highway (Divided)
619-32 - Work Zone Traffic Control Single Lane Closure
Multi Lane Highway (Divided/Expressway/Freeway)
Short or Intermediate Term Stationary
619-31 - Work Zone Traffic Control Single Lane Closure
Multi Lane Highway Undivided
Short or Intermediate Term Stationary
619-30 - Work Zone Traffic Control Single Lane Closure
Expressway/Freeway Exit Ramp
619-24 - Work Zone Traffic Control Partial Exit Ramp Closure
Expressway/Freeway Ramp Approach
Short or Intermediate Term Stationary
619-23 - Work Zone Traffic Control Shoulder Closure
18-20REV 01/20/12
STANDARD SHEETS
WORK ZONE TRAFFIC CONTROL
LIST OF
REV 01/20/1218-21
Detour Long Term Stationary 2-Lane, 2-Way Roadway
619-66 - Work Zone Traffic Control Road Closed with Off Site
Multi-Lane Highway/Expressway/Freeway
619-65 - Work Zone Traffic Control Multi-Lane Shift
2-Lane, 2-Way Roadway
Short or Intermediate Term Stationary
619-64 - Work Zone Traffic Control Center Turn Lane Closure
2-Lane, 2-Way Roadway w/ Center Turn Lane
Short or Intermediate Term Stationary
619-63 - Work Zone Traffic Control Single Lane Shift
Lane Closure on 2-Lane, 2-Way Roadway
Traffic Signal Intermediate or Long Term Stationary
619-62 - Work Zone Traffic Control Two Phase Temporary
at or Near Intersection
Short or Intermediate Term Stationary Lane Closure
619-61 - Work Zone Traffic Control Flagging Operation
on 2-Lane, 2-Way Roadway
Short or Intermediate Term Stationary Lane Closure
619-60 - Work Zone Traffic Control Flagging Operation
Roadway
Stationary Crosswalk Closure on 2-Lane, 2-Way
Pedestrian Detour Short, Intermediate or Long Term
619-51 - Work Zone Traffic Control Crosswalk Closure and
instructions:
MANUAL follow these
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