Department of Transportation Work Zone Traffic Control...STC/Technical Operations Department of Transportation New York State in Region 5 on State Highways for Design/Construction

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



in the Vicinity of a Work Area - Sidewalk Detour


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


Two Phase Temporary Traffic Signal

Temporary Rumble Strips..............................................................Page 1-5

Typical Intersection/Driveway Treatment................................Page 1-4


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


(On an Intersection Side Road)..................................................Page 4-4


(Left Lane)......................................................................................Page 4-3


(On Far Side of Intersection).....................................................Page 4-2


(Right Lane).....................................................................................Page 4-1


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


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



Flagging Operation, 2-Lane, 2-Way Roadway


Shoulder Closure 2-Lane, 2-Way Roadway


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


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


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


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


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


5-Lane, 2-Way Roadway (Right Lane Closure)..........................Page 10-2



Single Lane Closure on Multi-Lane, 2-Lane Roadway

1-Way Roadway (2-Lane Closure).................................................Page 9-1


Center Turn Lane Closure (Standard Sheet 619-64).............Page 8-2


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


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


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


on 2-Lane Roadway ..................................................................Page 15-4

Operation (Mowing) with Lane Encroachment


Operation (Mowing) with Shoulder Encroachment.................Page 15-3


Operation (Mowing) with Lane Encroachment ......................Pade 15-2


Operation (Mowing) off the Shoulder ...................................Page 15-1


Operation (Mowing) on Conventional Roadways.......................Page 15-12


Less than 8 Ft) on Freeway or Expressway.......................Page 15-11

Stationary Right 2-Lanes Closed (Paved Shoulder


8 Ft or Widwe) on Freeway or Expressway.........................Page 15-10

Stationary Right 2-Lanes Closed (Paved Shoulder


8 Ft or Wider) on Freeway or Expressway.........................Page 15-9



less than 8 Ft) on Freeway or Expressway........................Page 15-8



8 Ft or Wider) on Freeway or Expressway.........................Page 15-7



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


Closed on Low Speed (30-40 MPH) 4-Lane

Stationary Center Turn Lane and Interior Lane



Closed on High Speed (45-55 MPH) 4-Lane

Stationary Center Left Turn Lane and Interior Lane


or Expressway.............................................................................Page 15-13

(Paved Shoulder 8 Ft or Wider) on Freeway

Operation (Mowing) with Shoulder Encroachment


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 18-9



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


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


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


619-3R1 to 619-22.....................................................................Page 18-19


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


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


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


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


See Page XXXII

See Page XXXII


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



Sun. No Lane Closures - Does Not Apply




Jefferson Ave to Best Street Best Street to Jefferson Ave


6pm to 8pm








M - F No Lane Closures - 7am to 10am




Best Street to Humboldt Pkwy Humboldt Pkwy to Best Street

2 Lanes Closed - Any Other Time




1 Lane Closed - 4pm to 6pm






2 Lanes Closed - Any Time

1 Lane Closed - Any Time


2 Lanes Closed - 2pm thru Sunday




6pm to 8pm






2 Lanes Closed - Noon to 10am(Sun.)

1 Lane Closed - 8am to Noon

Sat. No Lane Closures - Does not Apply


XVIII REV 01/20/12

Erie County


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



M - F No Lane Closures - 6am to 7pm


7am to 3pm




1 Lane Closed - 1pm tp 5pm


2 Lanes Closed - 9pm to 7am (Mon)







(until 12pm Sun.)

2 Lanes Closed - Any other time



(until 7am Mon,)







(until 9am Sun.)

2 Lanes Closed - Any other time


Sat. No Lane Closures - Does not apply

(until 7am Mon.)

2 Lanes Closed - Any othe time






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


1 Lane Closed - 9am to Midnight

Sun. No Lane Closures - Does not Apply


XIXREV 01/20/12

Erie County


TABLE A

EASTBOUND WESTBOUND

Lane Closures

Segment

1 Lane Closed - 8pm to 6am




6pm to 10pm


M - F No Lane Closures - Noon to 6pm





6pm to 10pm


M - F No Lane Closures - Noon to 6pm

8pm to 10am(Sun)



Sat No Lane Closures - Does Not Apply

2 Lanes Closed - 6pm to7am(Mon)


Sun No Lane Closures - Does Not Apply


6pm to 11pm


2pm to 6pm


Prior to 9am

(Sun. Only)

2 Lanes Closed - 10pm to Noon


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



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


XX REV 01/20/12

Erie County


TABLE A

EASTBOUND WESTBOUND

Lane Closures

Segment



Sat. 1 Lane Closed - Anytime

Sun. 1 Lane Closed - Anytime



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


2pm to 6pm


6pm to 6am


3pm to 6pm



NY Rte 33 (Genesee St)

to

Dick Rd./Cayuga Rd.

Dick Rd./Cayuga Rd.

to

NY Rte 33 (Genesee St)


XXIREV 01/20/12

Erie County

US 62

TABLE A

NORTHBOUND SOUTHBOUND

Lane Closures

Segment



Niagara County Line to Robinson Rd

6pm to 6am

1 Lane Closed - 9am to 3pm,

3pm to 6pm


Robinson Rd to Niagara County Line

6pm to 6am


3pm to 6pm


1 Lane Closed - N/A

Sat. No Lane Closures - N/A

1 Lane Closed - N/A


1 Lane Closed - N/A

Sun. No Lane Closures - N/A

1 Lane Closed - N/A


I-290 to Robinson Rd. Robinson Rd. to I-290


Sun. No Lane Closures - Noon to 5pm



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


3pm to 6pm




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


3pm to 6pm


3pm to 6pm


3pm to 6pm



Sat/Sun - Can close 1 Lane anytime Sat/Sun - Can close 1 Lane anytime


2pm to 6pm



3pm to 6pm



XX11IREV 01/20/12

Erie County

NY Rte 198

TABLE A

EASTBOUND WESTBOUND

Lane Closures

Segment

Delaware Ave. to Parkside Parkside to Delaware Ave


Parkside to NY Rte 33 NY Rte 33 to Parkside



3pm to 7pm

M - F No Lane Closures -7am to 9am



3pm 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








2-Lane Closure - Noon to 8pm




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.



6pm to 8pm


3pm to 6pm


2 Lanes Closed - 9am to 8pm

1 Lane Closed - N/A



1 Lane Closed - N/A


2 Lanes Closed - Noon to 7pm

1 Lane Closed - N/A



1 Lane Closed - N/A



7pm to 10pm,


3pm to 7pm



7pm to 10pm

1 Lane Closed - 6am to 7am


2 Lanes Closed - 11pm to 9am(Sun)

6pm to 11pm




7pm to 10pm

1 Lane Closed - 6am to 7am,


2 Lanes Closed - 11pm to 6am(Mon)

6pm to 11pm



to 9am(Sun)

2 Lanes Closed - Midnight

7pm to Midnight




5pm to 11pm




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




6pm to 10pm




6pm to 10pm





7pm to 10pm




6pm to 11pm




7pm to 10pm



2 Lanes Closed -11pm to 6am (Mon)

6pm to 11pm







6pm to 11pm




7pm to 10pm



to 9am(Sun)


7pm to Midnight



to 9am(Sun)


7pm to Midnight




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





7pm to 10pm




4pm to 9pm





7pm to 11pm




6pm to 10pm




7pm to 10pm




5pm to 9pm


Sun. No Lane Closures - 2pm to 5pm


6pm to 10pm




4pm to 9pm




6pm to 11pm




5pm to 9pm




6pm to 11pm




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





7pm to 11pm



3pm to 6pm


I-990 North

to

I-290 EAST & WEST (Ramp)



5pm to 10pm




5pm to 11pm




4pm to 9pm





Sun. No Lane Closures - 2pm to 5pm


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


3pm to 6pm


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.



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


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.




other hours.




other hours.




Can close lane during other hours.

7AM to 9AM and 4 PM to 6 PM.


during other hours.

3PM to 6PM. Can close lane


other hours.





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


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


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

>

>

>

>

>

>

>

>

>

WORK AREA

>

>

>

>

>

>

>

>

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:

>

>

>

>

> >

>

>

> >

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

> >

> >

> >

>

> >

>

>

> >

>

>

>

>

>

>

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


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



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


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


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


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’


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’


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

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MP

OR

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TR

AF

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BA

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R

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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

CE

NT

ER

LIN

E

AN

D/

OR

LA

NE

LIN

ES

SH

OU

LD

BE

RE

MO

VE

D

BE

TW

EE

N

TH

E

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

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

OS

UR

E

PE

DE

ST

RIA

N

TR

AF

FIC

SIG

NA

L

DIS

PL

AY

S

CO

NT

RO

LLIN

G

CL

OS

ED

CR

OS

SW

AL

KS

SH

OU

LD

BE

CO

VE

RE

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

SW

AL

K.

DE

TE

CT

AB

LE

AN

D

SH

AL

L IN

CL

UD

E

AC

CE

SSIBILIT

Y

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.

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

OS

UR

E

AN

D

PE

DE

ST

RIA

N

DE

TO

UR".

FO

R

PE

DE

ST

RIA

N

DE

TO

UR

AC

CO

MM

OD

ATIO

NS

RE

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

OC

CU

R

SP

AC

E

CO

NS

TR

AIN

TS

EXIS

T.

CE

NT

ER

LIN

E

CH

AN

NE

LIZIN

G

DE

VIC

ES

AR

E

OP

TIO

NA

L

AN

D

MA

Y

BE

ELI

MIN

AT

ED

WH

ER

E

DRIV

EW

AY

S

LO

CA

TE

D

WIT

HIN

OR

NE

AR

TH

E

AC

TIV

E

WO

RK

AR

EA.

AD

DITIO

NA

L

FL

AG

GE

RS

SH

AL

L

BE

LO

CA

TE

D

AT

AL

L IN

TE

RS

EC

TIO

NS

AN

D

CO

MM

ER

CIA

L

ST

AF

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

PA

DD

LE

S

HA

VIN

G 6’

NIG

HT

TI

ME

OP

ER

ATIO

NS.

FL

AG

GE

R

AN

D

FL

AG

TR

EE

SH

AL

L

BE IL

LU

MIN

AT

ED

TO

LE

VE

L II IL

LU

MIN

ATIO

N

DU

RIN

G

OC

CU

RRIN

G.

CO

VE

RE

D

OR

TU

RN

ED

AW

AY

FR

OM

RO

AD

US

ER

S

WH

EN

FL

AG

GIN

G

OP

ER

ATIO

NS

AR

E

NO

T

FL

AG

GE

R

SIG

N (W

20-7)

AN

D

ON

E

LA

NE

RO

AD

AH

EA

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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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


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





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



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


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





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)


OROROR

W20-1

4-2

intersection



procedures.



and/or pedestrians.


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)


OROROR

W4-2L

4-3

intersection



procedures.



and/or pedestrians.


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)


W20-1

RE

V 01/13/10

4-4

intersection



procedures.



and/or pedestrians.


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



(ON 2-LANE, 2-WAY ROADWAY)


W20-1

4-5

intersection



procedures.



and/or pedestrians.


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



(ON 5-LANE ROADWAY, 3-LANES CLOSED)


W20-1

4-6

the intersection

pedestrians crossing any road at


procedures.



and/or pedestrians.


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



procedures.



and/or pedestrians.


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



procedures.



and/or pedestrians.


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


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.


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


DRUM WITH


DRUM WITH

W20-1

G20-2

W8-1

NYW5-16SEE NOTE 2

6-2

RAMP

RAMP

RAMP

RAMP

RAMP

RAMP







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



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)


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


BARRIER VEHICLE W/

TRAILERED FLASHING ARROW BOARD

OR


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


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


6-6

E5-1(R)

500’100’


OR


CRASH ATTENUATOR &

BARRIER VEHICLE W/

IS GREATER THAN 8’)

(WHEN PAVED SHOULDER

& CRASH ATTENUATOR

IN CAUTION MODE


BARRIER VEHICLE W/

& CRASH ATTENUATOR

IN CAUTION MODE


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






ROLL-AHEAD DISTANCE FOR BARRIER VEHICLES

3. "D" SHALL BE DETERMINED BASED ON VEHICLE WEIGHT, SEE TABLE NY2-A -



1. "L" APPROX. = TRANSITION LENGTH SEE TABLE 6H-4, FORMULAS FOR DETERMINING

NOTES:

SEE NOTE 6

7

NOTE

SEE

MILE

CLOSED

LANE

RIGHT


SINGLE LANE CLOSURE NEAR EXIT RAMP

NOT TO SCALE


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)


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


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



NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL

OR

OPTIONAL (SEE NOTE 5)


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’.


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.


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



TEMPORARY / INTERM

(SEE NOTE 2)




TEMPORARY / INTERM

6-7


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


SHORT OR INTERMEDIATE TERM STATIONARY

SHOULDER CLOSURE


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


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)


7-1


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".


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


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

NY2-B)

(SEE TABLE

DISTANCE

PLACEMENT

OR

(MULTIPLE WORK LOCATIONS)


SHORT DURATION STATIONARY OR MOBILE

SHOULDER CLOSURE


MOBILE OPERATION

SHOULDER CLOSURE

(NOT TO SCALE)

(NOT TO SCALE)


7-2



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


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


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,



FLAGGING OPERATION

(NOT TO SCALE)

A

(SEE TABLE NY6H-3)

(SEE NOTE 8)

A/2

(SEE NOTE 4)


7-3


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


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


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


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


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


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.


3. "BU’’ APPROX. = BUFFER ZONE, SEE TABLE 6C-2, LONGITUDINAL BUFFER

2. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4


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


DRUM WITH


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



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.



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


DRUM WITH


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







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



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






6. WHEN GROOVED PAVEMENT EXTENDS FOR LONG DISTANCE, ADDITIONAL W8-15 WITH SUPPLEMENTAL





3. SIGN TO BE LOCATED AS PER TABLE NY2C-4.



NOTES:

2 WAY

3 LANE

8


CONVENTIONAL ROAD -

REV 01/20/12


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


BUFFER SPACE


(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:



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.



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


SINGLE LANE SHIFT

(NOT TO SCALE)

TAPER

DOWNSTREAM

100’


(SEE NOTE 2)


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’


BUFFER SPACE


BUFFER SPACE

(SEE NOTE 3)


(SEE NOTE 3)


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



"WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".

FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET TITLED


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


CENTER TURN LANE CLOSURE

(NOT TO SCALE)



(SEE NOTE 2)


8-2

RE

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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


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)


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


CONVENTIONAL ROAD -

REV 01/20/12


(SEE TABLE 6H-4)

MERGING TAPER

L


BUFFER SPACE

NY2-A)

(SEE TABLE

DISTANCE

PLACEMENT

(SEE NOTE 5)


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)


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






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)


SINGLE LANE CLOSURE

(SEE NOTE 4)


(SEE NOTE 3)


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


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.


UPSTREAM FOR SPEEDS UNDER 45 MPH.

THE 85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND 300 Ft.-500 Ft.





3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL 40 Ft. MAX.


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)



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.



THE 85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND 300 Ft.-500 Ft.





3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL 40 Ft. MAX.



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)



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


THE 85th PERCENTILE SPEEDS EQUAL TO OR GREATER THAN 45 MPH AND 300 Ft-500 Ft.


POSTING DISTANCE SHALL BE PER TABLE NY2C-4.

5. "XX" SPEED TO BE DETERMINED BY THE REGIONAL TRAFFIC ENGINEER. ADVANCE




3. THE MAXIMUM SPACING BETWEEN DELINEATION DEVICES SHALL BE 40 Ft. MAX.



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


DRUM WITH

MILLED AREA

W8-11


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





W8-15 PANELS SHALL BE POSTED AS FOLLOWS:

5. WHEN GROOVED PAVEMENT EXTENDS FOR A LONG DISTANCE, ADDITIONAL W8-15 WITH SUPPLEMENTAL







NOTES:


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


BUFFER SPACE

(SEE NOTE 5)


BARRIER VEHICLE

(SEE TABLE NY2-A)

DISTANCE

PLACEMENT (SEE NOTE 3)

(SEE TABLE NY2-A)

DISTANCE

PLACEMENT BARRIER VEHICLE

(SEE NOTE 5)



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




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)


(SEE NOTE 2)


10-6

RE

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YY

CLOSED

LANE

LEFT

YY

CLOSED

LANE

LEFT

10-7

Blank

To Be

Intended

This Page

REV 01/20/12

5 LANES

11


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


2. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4, STANDARD TAPER LENGTHS


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)


6.

5.

4.

3.

2.

1.

NOTES:


BUFFER SPACE

(NOT TO SCALE)

MULTI LANE HIGHWAY (DIVIDED) / EXPRESSWAY / FREEWAY


SINGLE LANE CLOSURE

SHOULDER HAVING A WIDTH OF 8’ OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500’.





NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN

WORK SPACE.


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



(SEE NOTE 3)


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


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.




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


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





(SEE NOTE 2)


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


BUFFER SPACE

(SEE NOTE 5)


(SEE NOTE 6)


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


DOUBLE LANE CLOSURE

(NOT TO SCALE)



(SEE NOTE 3)


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



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.




) 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


CRASH ATTENUATOR &

BARRIER VEHICLE WITH

RE

V 01/20/12

ROAD WORK

END

500’


BUFFER SPACE

(SEE NOTE 5)


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



SHOULDER CLOSURE

(NOT TO SCALE)



(SEE NOTE 4)


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’




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)




W21-5aRW21-5bR

G20-2


(L/3)

TAPER

SHOULDER



SHOULDER CLOSURE

(NOT TO SCALE)

12’


8.

7.

6.

5.

4.

3.

2.

1.

NOTES:


(SEE REQUIREMENTS IN STANDARD SPECIFICATION SECTION 619)


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


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

(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


SHOULDER CLOSURE

(NOT TO SCALE)

MAXIMUM

500’



(SEE NOTE 3)


12-7

W7-3aP



THE "NEXT X MILE" SUPPLEMENTAL SIGN (W7-3aP) IS REQUIRED WHEN THE SHOULDER IS CLOSED FOR A DISTANCE GREATER THAN 2 MILES.


FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE ON THE STANDARD SHEET


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"


R11-2

W20-5

NYR3-14

W4-2(L)

OF AN EXPRESSWAY

WORK ZONE TRAFFIC CONTROL FOR EMERGENCY CLOSURE

BUAB


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


12-8

E5-1(R)

DETAIL 1:

SIGN

SUPPORT

SIGN

SUPPORT

TYPE III

LIGHTS

PANELS

40 L.F. MAX.

IN CAUTION MODE


CRASH ATTENUATOR &

BARRIER VEHICLE WITH


OR


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"


40 L.F. MAX.



1. "L" APPROX. = TRANSITION LENGTH. SEE TABLE 6H-4, STANDARD TAPER LENGTHS

NOTES:


CRASH ATTENUATOR &

SHADOW VEHICLE W/


CRASH ATTENUATOR &

SHADOW VEHICLE W/

IN CAUTION MODE


CRASH ATTENUATOR &

SHADOW VEHICLE W/

WHEN PAVED SHOULDER IS GREATER THAN 8 FT

IN CAUTION MODE


CRASH ATTENUATOR &

SHADOW VEHICLE W/

IN CAUTION MODE


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


DRUM WITH


DRUM WITH


DRUM WITH


DRUM WITH

W20-1

W8-1

SEE NOTE 2

XX

XX

12-10







619-3.02

NOTES 4&5

SEE

RE

V 01/20/12






5. WHEN GROOVED PAVEMENT EXTENDS FOR A LONG DISTANCE, ADDITIONAL W8-15 WITH SUPPLEMENTAL





2. ADVANCE POSTING DISTANCE AS PER NY2C-4.


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.


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:


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


SHADOW VEHICLE W/


SHADOW VEHICLE W/

& CRASH ATTENUATOR

IN CAUTION MODE


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






SHADOW VEHICLE

REPAIRS.



14-2

1,500’

160’1,000’

1,500’


SHADOW VEHICLE W/

& CRASH ATTENUATOR


SHADOW VEHICLE W/

& CRASH ATTENUATOR

IN CAUTION MODE


SHADOW VEHICLE W/

& CRASH ATTENUATOR

IN CAUTION MODE


SHADOW VEHICLE W/

& CRASH ATTENUATOR


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:






REPAIRS.



14-3

1,500’

1,000’

160’

& CRASH ATTENUATOR


SHADOW VEHICLE W/

& CRASH ATTENUATOR


SHADOW VEHICLE W/

& CRASH ATTENUATOR


SHADOW VEHICLE W/

& CRASH ATTENUATOR

IN CAUTION MODE


SHADOW VEHICLE W/

PAVED SHOULDER LESS THAN 8’

(LEFT LANES CLOSED)

2-LANES CLOSED


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






NOTES:NOTES:






REPAIRS.



14-4

1,000’

160’

& CRASH ATTENUATOR


SHADOW VEHICLE W/

& CRASH ATTENUATOR


SHADOW VEHICLE W/


1-LANE CLOSED (LEFT LANE CLOSED)



RE

V 01/20/12

AHEAD

CLOSED

LANE

LEFT

W21-5a

OR

CLOSED

SHOULDER

RIGHT

WORK

SHOULDER

>

>

NOTES:




RIGHT AS POSSIBLE AND SHALL ADJUST


REPAIRS.





14-5

160’CRASH ATTENUATOR

&

IN CAUTION MODE


SHADOW VEHICLE W/

SHOULDER CLOSED



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’






& CRASH ATTENUATOR


SHADOW VEHICLE W/


1-LANE CLOSED



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




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


SHADOW VEHICLE W/

IN CAUTION MODE


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

&


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

&


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


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


14-10

500 FT 500 FT

(1-LANE CLOSED)


(W/O DELINEATION, NARROW SHOULDER)

PLACEMENT OF RAPID-DRY PAVEMENT MARKING

WORK ZONE TRAFFIC CONTROL FOR MOBILE OPERATION

CRASH ATTENUATOR

&


SHADOW VEHICLE W/

CRASH ATTENUATOR

&


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:


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


(PAVEMENT MARKING OPERATION)

(2-LANES CLOSED)


WORK ZONE TRAFFIC CONTROL FOR MOBILE OPERATION

14-11

500 FT

CRASH ATTENUATOR

&


SHADOW VEHICLE W/

CRASH ATTENUATOR

&


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

&


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


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


(SEE NOTE 3)


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


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

NY2-B)

(SEE TABLE

DISTANCE

PLACEMENT

4.

3.

2.

1.

NOTES:

OR(MULTIPLE WORK LOCATIONS)


SHORT DURATION STATIONARY OR MOBILE

SHOULDER CLOSURE


MOBILE OPERATION

SHOULDER CLOSURE

(NOT TO SCALE)

(NOT TO SCALE)

14-15


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


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



15-2








NOTES:







MOWING AHEAD sign

AND

MAXIMUM


MINIMUM

500 FT

160’


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


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







MOWING AHEAD sign

AHEAD

MOWING

SHOULDER

NO

AHEAD

MOWING

CLOSED

SHOULDER

RIGHT

AHEAD

MOWING

OPTIONAL CRASH ATTENUATOR

&

SHADOW VEHICLE

15-3

OR

OR








NOTES:

AND

160’ (45-55 MPH)

80’ (30-40 MPH)

ON SHOULDER VEHICLE

OPTIONAL CRASH ATTENUATOR

&

IN CAUTION MODE


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


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







MOWING AHEAD sign

AHEAD

MOWING

AHEAD

MOWING

PASS

DO NOT

AHEAD

MOWING

NYW8-32

15-4








NOTES:

OR

AND

160’ (45-55 MPH)

80’ (30-40 MPH)

MAXIMUM


CRASH ATTENUATOR

&

IN CAUTION MODE


SHADOW VEHICLE W/

ON A TWO-LANE ROADWAY

WITH LANE ENCROACHMENT

(MOWING)


RE

V 01/20/12

Square orange flags


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


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


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


AHEAD

WORK

ROAD

CLOSED

LANE

road@work

end

road@work

end

AHEAD

WORK

ROAD

G20-2


work duration is

Sign is Optional ifRECOMMENDED

SPOTTER

15-6


work duration is

Sign is Optional if


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


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


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


work duration is

Sign is Optional if

* Left Shoulder Closure is Typical

80’

CRASH ATTENUATOR

&

IN CAUTION MODE


SHADOW VEHICLE W/

.1,000 FT min

Spacing is 40’

Maximum Delineation


ON FREEWAY OR EXPRESSWAY



WORK ZONE TRAFFIC CONTROL FOR SHORT DURATION STATIONARY


work duration is

Sign are Optional if

Shadow Vehicle and

W4-2 R

AHEAD

WORK

ROAD

CLOSED

LANE

road@work

end

>

>>


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


work duration is

Sign is Optional if

* Left Shoulder Closure is Typical

160’

CRASH ATTENUATOR

&


SHADOW VEHICLE W/

CRASH ATTENUATOR

&


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)


(PAVED SHOULDER LESS THAN 8 FT)



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


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


SHADOW VEHICLE W/CRASH ATTENUATOR

&

IN CAUTION MODE


BARRIER VEHICLE W/

RECOMMENDED

CRASH ATTENUATOR

&


BARRIER VEHICLE W/

Spacing is 40’

Maximum Delineation






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


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

&


BARRIER VEHICLE W/

CRASH ATTENUATOR

&


BARRIER VEHICLE W/

CRASH ATTENUATOR

RECOMMENDED

&

IN CAUTION MODE



&

IN CAUTION MODE


BARRIER VEHICLE W/

RECOMMENDED

Spacing is 40’

Maximum Delineation(Work that occupies a location for up to 1 Hour)



RIGHT 2-LANES CLOSED


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


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

&



&


BARRIER VEHICLE W/

CRASH ATTENUATOR

RECOMMENDED

&

IN CAUTION MODE


BARRIER VEHICLE W/

CRASH ATTENUATOR

&


BARRIER VEHICLE W/

Spacing is 40’

Maximum Delineation



(PAVED SHOULDER LESS THAN 8 FT)

RIGHT 2-LANES CLOSED


RE

V 01/20/12

AHEAD

CLOSED

LANESRIGHT

2AHEAD

CLOSED

LANESRIGHT

2

AHEAD

MOWING

AHEAD

MOWING







MOWING AHEAD sign








NOTES:

15-12

AND

MAXIMUM


500 FT MINIMUM

(Optional)

Warning Flags

18"x18"(mim.)

ON CONVENTIONAL ROADWAYS

(MOWING)


RE

V 01/20/12

W21-8

Square orange flags


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










NOTES:

15-13

(500 Ft, Minimum/2 Mile Maximum)

of the mower.






MOWING AHEAD sign

OR

AND

160 FT

(OPTIONAL)

CRASH ATTENUATOR

&

IN CAUTION MODE


SHADOW VEHICLE W/


(PAVED SHOULDER 8 FT. OR WIDER)

WITH SHOULDER ENCROACHMENT

(MOWING)


RE

V 01/20/12

(Optional)

Warning Flags

18"x18"(min.)

W21-8

Square orange flags


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


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

&


BARRIER VEHICLE W/

CRASH ATTENUATOR

&


BARRIER VEHICLE W/

CRASH ATTENUATOR

&

IN CAUTION MODE


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


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

&


BARRIER VEHICLE W/

CRASH ATTENUATOR

&


BARRIER VEHICLE W/

CRASH ATTENUATOR

&

IN CAUTION MODE


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


CRASH ATTENUATOR &

BARRIER VEHICLE W/

IN CAUTION MODE


CRASH ATTENUATOR &

BARRIER VEHICLE W/

(LEFT SHOULDER)

WORK AREA ON A SHOULDER OF AN EXPRESSWAY EXIT RAMP


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


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

&


BARRIER VEHICLE W/

CRASH ATTENUATOR

&

IN CAUTION MODE


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


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


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


PARTIAL EXIT RAMP CLOSURE

(SEE NOTE 2)


16-3


RE

V 01/20/12

(SEE NOTE 5)

OPTIONAL

W13-1P



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



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.


NOTES:

W20-7

G20-2

16-5

Blank

To Be

Intended

This Page

REV 01/20/12

MISC

17

REV 01/20/12


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


MULTI LANE SHIFT

(NOT TO SCALE)

AND NOTE 2

TABLE 6H-4

TAPER SEE

SHOULDER

L/3


(SEE REQUIREMENTS IN STANDARD SPECIFICATIONS SECTION 619)


(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)




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 NY6H-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)


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


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




TABLE 619-4

FLARE RATES FOR POSITIVE 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



------- 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


ON A GREEN BACKGROUND

WHITE LEGEND AND BORDER

ON A RED BACKGROUND



RED LEGEND AND BORDER

GREEN BACKGROUND

ON A FLORESCENT YELLOW


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


CONVENTIONAL

CODE

COLOR

CODE

M.U.T.C.D.SIGN


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


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


CONVENTIONAL

CODE

COLOR

CODE

M.U.T.C.D.SIGN



CONVENTIONAL

CODE

COLOR

CODE

M.U.T.C.D.SIGN


COLOR CODE LEGEND

OF ACCESS.


OF ACCESS.







CODE DESCRIPTION

A

B

C

D

E

F





ON A RED BACKGROUND




GREEN BACKGROUND









SIGN SIZES.


5.

4.

3.

2.

1.

NOTES:


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


CONVENTIONAL

CODE

COLOR

CODE

M.U.T.C.D.SIGN



CONVENTIONAL

CODE

COLORCODE

M.U.T.C.D.SIGN


COLOR CODE LEGEND

OF ACCESS.


OF ACCESS.







CODE DESCRIPTION

A

B

C

D

E

F





ON A RED BACKGROUND




GREEN BACKGROUND









SIGN SIZES.


5.

4.

3.

2.

1.

NOTES:



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


CONVENTIONAL

CODE

COLOR

CODE

M.U.T.C.D.SIGN



CONVENTIONAL

CODE

COLOR

CODE

M.U.T.C.D.SIGN


COLOR CODE LEGEND

OF ACCESS.


OF ACCESS.







CODE DESCRIPTION

A

B

C

D

E

F





ON A RED BACKGROUND




GREEN BACKGROUND









SIGN SIZES.


5.

4.

3.

2.

1.

NOTES:



BLASTING

ZONE

AHEADW22-1 A 48"X48" 48"X48"48"X48"

1500 FT

ZONE

BLASTING

1 2 MILE

ZONE

BLASTING


CONVENTIONAL

CODE

COLOR

CODE

M.U.T.C.D.SIGN



CONVENTIONAL

CODE

COLOR

CODE

M.U.T.C.D.SIGN


COLOR CODE LEGEND

OF ACCESS.


OF ACCESS.







CODE DESCRIPTION

A

B

C

D

E

F





ON A RED BACKGROUND




GREEN BACKGROUND









SIGN SIZES.


5.

4.

3.

2.

1.

NOTES:



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:



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.


REFERENCE GUIDE forRE

V 01/20/12


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


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,


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


619-4.08, 619-5.08

Stand. Spec. 619-1.08, 619-2.08, 619-3.08,

WZTC Typical Booklet, Stand Sheets 619-



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,


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,


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,


REFERENCE GUIDE for

REV 01/01/10 18-18

STANDARD SHEETS


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


Short or Intermediate Term Stationary


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


LIST OF


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


Exit Ramp Short, Intermediate, or Long Term

619-34 - Work Zone Traffic Control Single Lane Closure Near


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)



Multi Lane Highway Undivided



Expressway/Freeway Exit Ramp

619-24 - Work Zone Traffic Control Partial Exit Ramp Closure

Expressway/Freeway Ramp Approach



18-20REV 01/20/12

STANDARD SHEETS


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



619-64 - Work Zone Traffic Control Center Turn Lane Closure

2-Lane, 2-Way Roadway w/ Center Turn Lane


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:

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2012 Work Zone Traffic Control Typicals

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Western New York (Region5)

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2012 Work Zone Traffic Control Typicals

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Department of Transportation Work Zone Traffic Control...STC/Technical Operations Department of Transportation New York State in Region 5 on State Highways for Design/Construction