800’ 45-65 500’ 40 300’ 30-35 EXAMPLE: TWO LANES ......NOTE: ACCESS POINTS WITHIN LANE CLOSURE...

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS

MONTGOMERY COUNTY, MARYLAND

APPROVALDATEREVISION

BY MCDPWT

NTS

TCLE

CHIEF, TRAFFIC OPERATIONS SECTION

TRAFFIC OPERATIONS SECTION

10 11 12

GUIDELINES FOR TAPER LENGTHS

20

25

30

35

40

45

50

55

205

270

450

500

550

225

295

495

550

605

320

540

600

660

5

6

7

8

9

45

40

35

30

25

2080

245

13

13

13 55

50

SPEED

M.P.H.

TAPER LENGTH

LANE WIDTH IN FEET

NUMBER OF

FOR

TAPER

SPACING OF

DEVICES

ALONG TAPER

IN FEET

105

150

125

180

70 75

165

115

LENGTH (FEET)

20

25

30

35

40

45

50

55

60

65

SPEED (MPH)

220

280

335

485

35

55

85

GUIDELINES FOR BUFFER ZONE LENGTHS

415

120

170

TERMINATION AREA WORK AREA BUFFER AREA TRANSITION AREA

500’500’ MAX.

WORK SITE

B CA

500’ 500’

SEE CHART BELOW FOR

BUFFER ZONE LENGTHS

* BUFFER ZONES ARE

MOVES TRAFFIC OUT OF

ITS NORMAL PATH

SEE CHART BELOW

FOR TAPER LENGTHS

LETS TRAFFIC RESUME

NORMAL DRIVINGTELLS TRAFFIC WHAT

ADVANCE WARNING AREA

EXAMPLE: TWO LANES, ONE-WAY ROADWAY, POSTED SPEED LIMIT IS 30 M.P.H.

30-35

40

M.P.H.

200’

300’

500’

800’

MINIMUM DISTANCE FROM

TAPER TO FIRST SIGN

A

200’

300’

1100’ 2600’

ADDITIONAL SIGNS IN SERIES

TO BE SPACED AT A MINIMUM

200’

300’

500’

700’

B C D

500’

600’

900’

1500’

MINIMUM COMBINED

ADVANCED WARNING

(OPTIONAL)2600’

25

45-65

SPEED

07-01-12

SPACING CHART

STANDARD TCP-100.01

TO EXPECT AHEAD

OPTIONAL EXCEPT FOR

TRAFFIC AND WORKERS

PROTECTION FOR

PROVIDES ADDITIONAL

DEVICES

60 600 660 720 13 60

65 650 715 780 13 65

NOTE: THE POSTED SPEED PLUS

10 MPH SHOULD BE USED FOR THE DESIGN

OF SIGN SPACING, TAPER AND BUFFER LENGTHS

FLAGGING OPERATIONS

100’ MAX.

DATE

DES. BY

SCALE

APPROVED

APPROVEDDATEBY

REVISION

NTS OF SHEETS


DIRECTION OF TRAFFIC

MCDPWT



DRAWN BY

TCLE

PORTABLE VARIABLE MESSAGE

SIGN PLACEMENT

STANDARD TCP-100.02

REFER TO TCP 100.01 FOR TAPER LENGTHS

NOTES:

PVMS MESSAGES AND PLACEMENT OF THIS

DEVICE SHALL BE APPROVED BY THE


PVMS SHALL BE PLACED A MINIMUM OF

3’ AND NO MORE THAN 8’ FROM EDGE LINE

2=10 FT.S

TRAFFIC DRUMS

OR CONES

EDGE LINE

07-01-12

PORTABLE VARIABLE MESSAGE SIGN (PVMS)

3’ MIN TO 8’ MAX

S2

THE EDGE OF THE SIGN BOARD OF THE

1/3 TAPER

VE

HIC

LE

2’ MIN.

EDGE OF TRAVEL LANE

SH

OU

LD

ER

SH

OU

LD

ER

SH

OU

LD

ER

SH

OU

LD

ER

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

SH

OU

LD

ER

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

REVISION

BYDATE APPROVED

SHOULDER WORK

TRAFFIC CONTROL FOR

NTS OF SHEETS


TCLE

STANDARD TCP-101.01

S 1

SHORT TAPER

50’ TO 100’

DY CL

A

A

B

SIGN


WORK SITE

MCDPWT



REFER TO TCP 100.01 FOR SIGN

SPACING AND TAPER LENGTHS

SHOULDER W21-5

WORK

RIGHT

SHOULDER

CLOSED

FT

W21-5b

48" x 48"

48" x 48"

W20-1 (MOD)

WORK

FT

AREA

48" x 48"

07-01-12

VE

HIC

LE

2’ MIN.

EDGE OF TRAVEL LANE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

* ALL WORK ACTIVITY TO

BE OFF THE TRAVELED

PORTION OF ROADWAY

S 1

DATE

DES. BY

SCALE

APPROVED

TRAFFIC CONTROL FOR WORK ACTIVITY

OFF THE ROADDRAWN BY

APPROVEDDATEBY

REVISION

NTS OF SHEETS


TCLE

STANDARD TCP-101.02

SHORT TAPER

50’ TO 100’

DY CL

A

SIGN


WORK SITE

MCDPWT



A



07-01-12

W20-1 (MOD)

WORK

FT

AREA

48" x 48"

W20-1 (MOD)

WORK

FT

AREA

48" x 48"

50’ TO 100’

2S

WORK AREA10’

MIN.

S 1

DATE

DES. BY

SCALE

APPROVED

OF SHEETS

BY

REVISIONDATE APPROVED

NTS

TCLE

TRAFFIC CONTROL FOR

PARTIAL LANE CLOSURE


STANDARD TCP-102.01

DY CL

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

B

A

SIGN


WORK SITE

MCDPWT



WORK

ROADW2O-1

A


SPACING AND TAPER LENGTHS FT48" x 48"

1/2 TAPER

FT

WORK

ROAD

W5-1NARROWS

ROAD

W20-1

48" x 48"

48" x 48"

07-01-12

DRAWN BY

100’

FT

WORK

ROAD

WORK AREA

S 1

ROAD

S2

50’-100’

DATE

DES. BY

SCALE

APPROVED

ONE LANE

FT

FLAGGING CONTROL

NON - INTERSECTIONDRAWN BY

OF SHEETS

REVISION

BYDATE APPROVED

NTS


TCLE

STANDARD TCP-102.02

DY CL

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

FLAGGER

MCDPWT

ROAD

WORK

FT

ROAD

ONE LANE

FT

W20-1

BUFFER

B

A

B

C



C

A

NOTE: ACCESS POINTS WITHIN LANE CLOSURE

48" x 48"

W20-4

48" x 48"

W20-4

48" x 48"

W20-1

48" x 48"

07-01-12

SHALL BE CONTROLLED BY FLAGGER(S)

SPACING, TAPER LENGTHS AND


W20-7a(1)

48" x 48"

W20-7a(1)

48" x 48"

BUFFER

BUFFER ZONE LENGTHS

2S

FT

WORK

ROAD

WORK AREA

W1-3L

10’ 10’

MIN. MIN.

S 1

S 1

DATE

DES. BY

SCALE

APPROVED

OF SHEETS

BY


NTS

TRAFFIC CONTROL FOR MAINTAININGTWO-WAY TRAFFIC BY ENCROACHING

INTO OPPOSING TRAFFIC FLOWDRAWN BY


TCLE

STANDARD TCP-102.03

DY CL

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

FT

WORK

ROAD

ROAD

NARROWS

W20-1

TANGENT

TAPER

MCDPWT


MONTGOMERY COUNTY, MARYLANDSIGN


WORK SITE


SPACING AND TAPER LENGTHSB

A

A

B

RE

ST

RIC

T

PA

RK

ING

48" x 48"

W5-1

48" x 48"

1/2 TAPER

1/2 TAPER

48" x 48"

48" x 48"

W20-1

48" x 48"

RE

ST

RIC

T

PA

RK

ING

W1-3R

W1-6

48" x 24"

ARROW

07-01-12

100’

10’

FT

WORK

ROADW20-1

48" x 48"

ROAD

NARROWSW5-1

48" x 48"

W1-3R

48" X 48"

W1-4aR

48" X 48"

OVER 30 MPH

WORK

R4-7a



WORK AREA

RE

ST

RIC

T

PA

RK

ING

C

B

A

30 MPH OR LESS

1/2 TAPER

1/2 TAPER

WORK AREA

S 1

10’

MIN.MIN.

2S

24" x 30"

(OPTIONAL)

RE

ST

RIC

T

PA

RK

ING

A

1/2 TAPER

1/2 TAPER

REVISION

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

SIGN


WORK SITE

24" x 30"

R4-7a

(OPTIONAL)

DATE

DES. BY

SCALE

APPROVED

OF SHEETS

BYDATE APPROVED

NTS

TRAFFIC CONTROL FOR MAINTAINING

DRAWN BY


TCLE

TWO-WAY TRAFFIC WHILE WORKING

STANDARD TCP-102.04

IN CENTER OF ROADWAY

DY CL

FT

ROADW20-1

48" x 48"

ROAD

NARROWSW5-1

48" x 48"

W1-4aR

48" X 48"

OVER 30 MPH

W1-3R

48" X 48"



MCDPWT

B

C

30 MPH OR LESS

07-01-12

OR

OR

DATE

DES. BY

SCALE

APPROVED

APPROVEDDATEBY

REVISION

NTS OF SHEETS


TRAFFIC CONTROL FOR

SIGN


FLASHING OR ROTATING LIGHT

MOBILE OPERATION ( <15 MIN )

STANDARD TCP-102.05

48" x 48"

W20-1

OPTIONAL

SHADOW VEHICLE

MCDPWT



MOUNTED ON BACK

OF SHADOW VEHICLE

500’ +/-

NOTE:

WORK VEHICLES SHALL DISPLAY

ROTATING AND /OR FLASHING LIGHT

ATOP VEHICLES AND FLASHING

WARNING LIGHTS IN FRONT AND REAR.

SIGNS.

VEHICLES SHOULD NOT OCCUPY OR BE

STOPPED IN A LANE BEYOND A HORIZONTAL

CURVE OR A VERTICAL CURVE (HILL).

IF STOPPING IS NECESSARY, FLAGGERS SHALL

BE POSITIONED PRIOR TO STOPPING WORK

VEHICLES.

THE FLAGGER SHALL BE POSTIONED IN

TO PROVIDE MOTORIST ADEQUATE ADVANCE

WARNING OF TEMPORARY WORK ZONE.

DURING PEAK HOURS MONDAY - FRIDAY

NO WORK OPERATION WHICH INTERFERES

48" x 48"

W20-1

SLOW TRAFFIC

AHEAD

W23-1

OPTIONAL SIGN FOR

SHORT DURATION

6 A.M. - 9 A.M. AND 3:30 P.M. - 7 P.M.

VEHICLES SHALL NOT PROCEED

MORE THAN THREE (3) MILES AHEAD

OF THE ADVANCE WARNING

ADVANCE OF THE CURVE (HORIZONTAL OR VERTICAL)

WITH THE FLOW OF TRAFFIC MAY TAKE PLACE

FT

WORK

ROAD

FT

WORK

ROAD

DRAWN BY

TCLE48" x 24"

07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

APPROVEDDATE

NTS OF SHEETS


TCLE

TRAFFIC CONTROL FOR

WET PAINT

WET PAINT

STANDARD TCP-102.06

BY

REVISION

SIGN



MCDPWT



500’ +/-

NOTE:





SIGNS.






VEHICLES.


TO PROVIDE MOTORIST ADEQUATE ADVANCE

WARNING OF TEMPORARY WORK ZONE.

FOR PAVEMENT MARKING MATERIALS HAVING

SLOW DRYING TIMES ADDITIONAL BACK-UP

VEHICLES TO FOLLOW TRUCK MAY

WORK VEHICLE

ARROW PANEL

(CAUTION MODE ONLY)

(CAUTION MODE ONLY)

NO WORK OPERATION WHICH INTERFERES


BE NECESSARY.

NOTE: WHEN SHADOW

VEHICLE IS USED SIGN

ON ITS REAR

MAY BE MOUNTED

ROAD

AHEAD

48" x 48"

W20-1 (MOD)

SLOW TRAFFIC

AHEADW23-1

OPTIONAL SIGN FOR

SHORT DURATION

MOVING MARKING OPERATION (1)

6 A.M. - 9 A.M. AND 3:30 P.M. - 7 P.M.




ADVANCE OF THE CURVE (HORIZONTAL OR VERTICAL)

WITH THE FLOW OF TRAFFIC MAY TAKE PLACE

STRIPING

07-01-12

TRAFFIC CONTROL FOR RIGHT

LANE CLOSURE (DIVIDED)

DATE

DES. BY

SCALE

APPROVED


DRAWN BY

OF SHEETS

DATE APPROVEDBY

REVISION

NTS

TCLE

STANDARD TCP-103.01

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

ARROW PANEL

2S

1S

WORK AREA

ME

DIA

N TAPER

W4-2

W20-5

FT

WORK

ROADW20-1

RIGHT LANE

CLOSED

FT

48" x 48"

48" x 48"

48" x 48"





MCDPWT



B

C

A

07-01-12


LANE CLOSURE (UNDIVIDED)

DATE

DES. BY

SCALE

APPROVED


DRAWN BY

OF SHEETS

DATE APPROVEDBY

REVISION

NTS

TCLE

STANDARD TCP-103.02

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

ARROW PANEL

2S

1S

WORK AREA

TAPER

W4-2

FT

WORK

ROAD

RIGHT LANE

CLOSED

FT


MCDPWT



B

C

A

A

WORK

ROAD

FTW20-1

48" x 48"




48" x 48"

W20-5

48" x 48"

W20-1

48" x 48"

DY CL

100’

07-01-12

LANE CLOSURE (DIVIDED)


2S

1S



WORK AREA

TRAFFIC CONTROL FOR LEFT

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS


BY

NTS

TCLE



ME

DIA

NTAPER

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

WORK

AREA

FT *W20-1 (MOD)

ARROW PANEL

MCDPWT



W4-2

FT

WORK

ROAD

LEFT LANE

CLOSED

FT

*SIGN TO BE

POSTED IN MEDIAN

IF WORK AREA ENCROACHES

INTO MEDIAN.

A

B

C

A

48" x 48"

W20-5

48" x 48"

W20-1

48" x 48"

48" x 48"

STANDARD TCP-103.03

100’

07-01-12

LANE CLOSURE (UNDIVIDED)

2S

1S

WORK AREA


DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS


BY

NTS

TCLE


TAPER

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

ARROW PANEL

MCDPWT



W4-2

FT

WORK

ROAD

LEFT LANE

CLOSED

FT

A

B

C

48" x 48"

W20-5

48" x 48"

W20-1

48" x 48"



WORK

AREA

FT

W20-1 (MOD)

A

48" x 48"

STANDARD TCP-103.04

DY CL


NOTE: ACCESS POINTS WITHIN LANE CLOSURE100’

07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS


BY

NTS

TCLE


MCDPWT




LANE CLOSURE

(INTERSECTION FAR SIDE)

STANDARD TCP-103.05

WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

ARROW PANEL

2S

WORK AREA

WORK

AREA

FT

W20-1 (MOD)

A

48" x 48"

A

WORK

AREA

FT

W20-1 (MOD)48" x 48"

A

WORK

AREA

FT

W20-1 (MOD)48" x 48"





SIGN


TAPER

W4-2

A

B

48" x 48"

FT

WORK

ROADW20-1

48" x 48"

LEFT LANE

CLOSED

FT

W20-5

48" x 48"

C

1S

DY CL

50’+/- LEFT TURN

STORAGE MINIMUM

100’

07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

APPROVEDDATEBY

REVISION

NTS OF SHEETS


TCLE

TRAFFIC CONTROL FOR

MOVING MARKING OPERATION (2)

SIGN



ARROW PANEL

MCDPWT



500’ +/-

GR

AS

S M

ED

IAN

GR

AS

S M

ED

IAN

NOTE:





SIGNS.






VEHICLES.


VERTICAL) TO PROVIDE MOTORIST ADEQUATE

ADVANCE WARNING OF TEMPORARY WORK ZONE.

FOR PAVEMENT MARKING MATERIALS HAVING

SLOW DRYING TIMES ADDITIONAL BACK-UP

VEHICLES TO FOLLOW TRUCK MAY

WORK VEHICLE

NO WORK OPERATIONS WHICH INTERFERES


BE NECESSARY.

ROAD

AHEAD

STRIPING 48" x 48"

W20-1 (MOD)

WET PAINT

WET PAINT

SLOW TRAFFIC

AHEADW23-1

OPTIONAL SIGN FOR

SHORT DURATION

6 A.M. - 9 A.M. AND 3:30 P.M. - 7 P.M.




ADVANCE OF THE CURVE (HORIZONTAL OR

WITN THE FLOW OF TRAFFIC MAY TAKE PLACE

STANDARD TCP-103.06

NOTE: WHEN SHADOW

VEHICLE IS USED SIGN

MAY BE MOUNTED

ON ITS REAR

07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS


BY

NTS

TCLE


LEFT TURN LANE CLOSURE

TRAFFIC CONTROL FOR TWO-WAY

STANDARD TCP-104.01

WORK AREA

1S

BUFFER

FT

WORK

ROADW20-1

48" x 48"

CLOSED

FT

48" x 48"

LANE

CENTER

ROAD

WORK

FT

W20-1

48" x 48"

CLOSED

FT

LANE

CENTER48" x 48"

W9-3

W9-3

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

2S

BUFFER

100’

B

A

100’

A

B

MCDPWT







NOTE: ARROW DISPLAY PANEL

TO BE SET ON CAUTION MODE.

ARROW PANEL

WORK AREA

07-01-12

FT

WORK

ROAD

ROAD

ROAD

ROAD

WORK

FT

WORK AREA

1S

ROAD

WORK

FT

FT

WORK

ROAD


DATE

DES. BY

SCALE

APPROVED

W20-1

48" x 48"

W20-1

48" x 48"

ONE LANE

FT

FLAGGING CONTROL

DRAWN BY

ONE LANE

FT

OF SHEETS

APPROVEDDATEREVISION

BY

NTS

TCLE


STANDARD TCP-105.01


AT 4 - LEG INTERSECTION (1)

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

DY CL

DY CL

S2

FLAGGER

MCDPWT



A

B A

A

B

C

A

B

C

B

BUFFER

W20-1

48" x 48"

48" x 48"

W20-4

W20-4

48" x 48"

W2O-1

48" x 48"

48" x 48"

W20-7a(1)

48" x 48"

W20-7a(1)

48" x 48"

W20-7a(1)

48" x 48"

W20-7a(1)

BUFFERBUFFER ZONE LENGTHS



07-01-12

FT

WORK

ROAD

ROAD

WORK AREA

2S

1S

ONE LANE

FT

ROAD

ROAD

WORK

FT

ROAD

WORK

FT


W20-1

48" x 48"ONE LANE

FT


A

A

B

C

B

FT

WORK

ROAD

W20-1

48" x 48"

B A

DY CL

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

FLAGGER

FT

WORK

ROAD

ROAD

WORK AREA

DATE

DES. BY

SCALE

APPROVED

FLAGGING CONTROL

DRAWN BY

OF SHEETS


BY

NTS

TCLE


DY CL

MCDPWT



A

B

C

50’ TO 100’

AT 4 - LEG INTERSECTION (2)

STANDARD TCP-105.02

48" x 48"

W20-4

48" x 48"

W20-1

W20-4

48" x 48"48" x 48"

48" x 48"48" x 48"

W20-1

48" x 48"

W20-7a(1)

W20-7a(1)

48" x 48"

W20-7a(1)

48" x 48"

W20-7a(1)

48" x 48"BUFFER ZONE LENGTHS



BUFFER

BUFFER

07-01-12

FT

WORK

ROAD

ROAD

ROAD

ROAD

WORK

FT

WORK AREA

1S

FT

WORK

ROAD


DATE

DES. BY

SCALE

APPROVED

48" x 48"

W20-1

48" x 48"

ONE LANE

FT

DRAWN BY

ONE LANE

FT

OF SHEETS


BY

NTS

TCLE


BUFFER

STANDARD TCP-105.03


FLAGGING CONTROL AT

3 - LEG INTERSECTION (1)

DY CL

DY CL

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

S2

MCDPWT



A

B

C

A

B

C

AB

FLAGGER

W20-4

48" x 48"

W2O-1

48" x 48"

W20-1

W20-4

48" x 48"

48" x 48"

W20-7a(1)

W20-7a(1)

48" x 48"

W20-7a(1)

48" x 48"

BUFFERBUFFER ZONE LENGTHS



07-01-12

FT

WORK

ROAD

ROAD

ROAD

ROAD

WORK

FT

WORK AREA

2S

ROAD

WORK

FT


ONE LANE

FT

ONE LANE

FT

DATE

DES. BY

SCALE

APPROVED

OF SHEETS

REVISION

BYDATE APPROVED

NTS

TCLE

DRAWN BY



50’ TO 100’

FLAGGING CONTROL AT

STANDARD TCP-105.04


DY CL

DY CL

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

FLAGGER

MCDPWT



C

C

B

A

A

B

A B

1S

W20-4

48" x 48"

W20-1

48" x 48"

48" x 48"

W20-1

W20-1

48" x 48"

W20-4

48" x 48"

48" x 48"

W20-7a(1)

48" x 48"

W20-7a(1)

48" x 48"

W20-7a(1)BUFFER ZONE LENGTHS



BUFFER

BUFFER

07-01-12

FT

WORK

ROAD

ROAD

WORK AREA

2S

ROAD

WORK

FT

FT

WORK

ROAD

ONE LANE

FT

DATE

DES. BY

SCALE

APPROVED

OF SHEETS

REVISION

BYDATE APPROVED

NTS

TCLE

DRAWN BY


50’ TO 100’

FLAGGING CONTROL AT

STANDARD TCP-105.05


SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

DY CL

DY CL

FLAGGER

MCDPWT



A

C

B

A B

48" x 48"

W20-1



B A

1S

W20-4

48" x 48"

W20-1

48" x 48"

48" x 48"

W20-1 W20-7a(1)

48" x 48"

48" x 48"

W20-7a(1)

48" x 48"

W20-7a(1)BUFFER ZONE LENGTHS



BUFFER

07-01-12

FT

WORK

ROAD

ROAD

ROAD

WORK

FT

FT

WORK

ROAD

ONE LANE

FT

DATE

DES. BY

SCALE

APPROVED

OF SHEETS

REVISION

BYDATE APPROVED

NTS

TCLE

DRAWN BY


BUFFER

FLAGGING CONTROL AT

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

DY CL

DY CL

FLAGGER

MCDPWT



A

C

B

A B

48" x 48"

W20-1



B A

W20-4

48" x 48"

W20-1

48" x 48"

48" x 48"

W20-1


2S

STANDARD TCP-105.06

WORK AREA

48" x 48"

W20-7a(1)

48" x 48"

W20-7a(1)

48" x 48"

W20-7a(1)



BUFFER ZONE LENGTHS

07-01-12

ROAD

ROAD

WORK

FT

FT

WORK

ROAD


DATE

DES. BY

SCALE

APPROVED

48" x 48"

W20-1

48" x 48"

DRAWN BY

ONE LANE

FT

OF SHEETS


BY

NTS

TCLE



DY CL

DY CL

SIGN


WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

MCDPWT



B

C

AB

FLAGGER



W20-1

W20-4

48" x 48"

FT

WORK

ROAD

ROAD

ONE LANE

FT

50’ TO 100’

A

B

C

W20-4

48" x 48"

W2O-1

48" x 48"

1S

WO

RK

AR

EA

1S

50’ TO 100’

A

STANDARD TCP-105.07

3 - LEG INTERSECTION

FLAGGING CONTROL AT

FAR - SIDE CLOSURE

48" x 48"

W20-7a(1)

W20-7a(1)

48" x 48"

W20-7a(1)

48" x 48"

BUFFER LENGTHS

BUFFER

BUFFER

BUFFER

07-01-12

S 1

1

2

DATE

DES. BY

SCALE

APPROVED

NTS OF SHEETS

BY


DRAWN BY


TCLE

STANDARD TCP-106.01


TURN LANE CLOSURE

ARROW PANEL

WORK SITE

TRAFFIC DRUMS

OR CONES


SIGN

S = 30 FT

S = 10 FT

ROAD

WORK

FT

W20-1

48" X 48"

A

ROAD

WORK

FT

W20-1

48" X 48"

A

TAPER

A

LEFT LANE

CLOSED

FT

B

W4-2

48" X 48"

W20-5

48" X 48"

W20-1

48" X 48"

ROAD

WORK

FT

C

MCDPWT





WORK AREA

ROAD

WORK

FT

W20-1

48" X 48"

A

07-01-12

1

2

S 1

DATE

DES. BY

SCALE

APPROVED

NTS OF SHEETS

BY


DRAWN BY


TCLE

STANDARD TCP-106.02


TURN LANE CLOSURE

ROAD

WORK

FT

W20-1

48" X 48"

A

A

ROAD

WORK

FT

W20-1

48" X 48"

WORK AREA

A

B

CLOSED

W20-5 (MOD)

48" X 48"

MCDPWT



ROAD

WORK

FT

W20-1

48" X 48"




SIGN

WORK SITE

ARROW PANEL

TRAFFIC DRUMS

OR CONES

S = 30 FT

S = 10 FT

RIGHT

TURN LANE

ROAD

WORK

FT

W20-1

48" X 48"

A

07-01-12

SIDEWALK

CLO SED

SIDEWALK

CLO SED

SIGNS ARE TO BE PLACED AT

THE NEAREST LEGAL CROSSING

TO THE WORK AREA

WORK AREA

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

SIGN

WORK SITE

OR CONES

TRAFFIC DRUMS

APPROVEDDATEBY

REVISIONPEDESTRIAN CONTROL FOR

TEMPORARY SIDEWALK CLOSURE

NTS

TCLE


OF SHEETSSTANDARD TCP-107.01

SIDEWALK CLOSED

CROSS HERE

30" x 24"

24" x 18"

24" x 18"

MCDPWT



AHEAD

SIDEWALK CLOSED

AHEAD

CROSS HERE

30" X 24"

10’

10’

07-01-12

R9-11(L)(MOD)

R9-9 (MOD)

R9-9 (MOD)

R9-11(R)(MOD)

WORK AREAMIN.

10’

10’

SIDEWALK

* TO BE USED TO DIRECT

PEDESTRIANS SAFELY BY

THE WORK ZONE

DATE

DES. BY

SCALE

APPROVED

NTS

TCLE

DRAWN BY


OF SHEETS

PEDESTRIAN CONTROL FOR

SIDEWALK BY-PASS

PEDESTRIANS

PEDESTRIANS

MCDPWT



48"

SIGN

WORK SITE

OR CONES

TRAFFIC DRUMS BY


SIDEWALK

PED-(L)

24" X 18"

PED-(R)

24" X 18"

STANDARD TCP-107.02

07-01-12

DATE

DES. BY

SCALE

APPROVED

OF SHEETS

BY


NTS

TCLE

DRAWN BY


MCDPWT



COVERED WALKWAY

STANDARD TCP-107.03

SLOPE DOWN TOWARDS CURBLINE

CONTRACTOR MUST PROVIDE SHOP

DRAWING DETAIL OF COVERED WALKWAY

FOR REVIEW AND APPROVAL TO THE

TRAFFIC OPERATIONS SECTION, IF

1/2" PLYWOOD

6’ 0" HIGH MIN.

2" X 4" TYP.EACH STUD

WIRE MESH OR

1/2 " PLYWOOD

5/8" PLYWOOD

FLOOR

2" X 4"HANDRAIL

2" THICK ROOF DECK

1/2" MIN. THICK PLYWOOD

WIRE MESH, CONTINUOUS

40 WATT LIGHTW/ GUARD

ON 16 FT O/C

2" X 8" ON 4’ O/C

4" X 4" ON 2’ O/C

ROLLED ROOFING2" X 8" FULL LENGTH

ONE ON EACH SIDE

PROVIDE TEMPORARY ASPHALT WEDGE

FROM CURB TO EXISTING

PAVING AS NECESSARY

4" X 4" ON 2’ O/C

8’ CLEAR

3’6"

6" LAP

5 FT MIN.

ALTERNATE MATERIALS FOR WALKWAY

ARE PROPOSED

FRONT SIDE(ROAD SIDE)(WORK AREA)

BACK SIDE

07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS

REVISION

BYDATE APPROVED

NTS


TCLE

FOR NON-WORKING HOURS

TEMPORARY AGGREGATE RAMP DETAIL

ORANGE

WHITE

36"

AP

PR

OX

.

3:1 OR FLATTERAGGREGATE RAMP

EX. EDGE

OF PAVEMENT

PL

AS

TIC

TR

AF

FIC

DR

UM

EX. GRADE

VARIESEXISTING

PAVEMENT

MCDPWT



STANDARD TCP-108.01

18" MIN.

18" MIN. FLAT AREA

4"-8

"

07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS

REVISION

BYDATE APPROVED

NTS


TCLE

ADVANCE CHANNELIZATION AND PROTECTION

FOR BARRIER FLARE SECTIONS

STANDARD TCP-109.01

MCDPWT



TAPERED BARRIER WALL

SECTION FLARE RATE

17:1 DESIRABLE

11:1 MINIMUM

TYPE 3 OBJECT MARKER

REFLECTIVE (ORANGE & WHITE)

PER MSHA STANDARDS

12" X 36"

CHANNELIZING DRUM

HIGHWAY SHOULDER

500’ +/-

SPEED (MPH) LENGTH (FT)

50

40

30

25

500’ +/-

400’ +/-

200’ +/-

300’ +/-1/3 L

*

*

BARRIER WALL MARKERS

SEE STANDARD

36’ SPACING

**

FORMULAS FOR L

SPEED

40 MPH OR LESS

FORMULA

L = WS

45 MPH OR MORE L = W X S

**

2

60

OM3

TYPICAL BUFFER LENGTH (OPTIONAL)

TCP-109.02

TEMPORARY EDGE LINE STRIPING

SHOULD BE 12" + FROM BARRIER WALL

NUMBER AND PLACEMENT OF

CONDITIONS. SEE MSHA AND/OR

MANUFACTURERS REQUIREMENTS

CRASH CUSHIONS VARIES ON

NOTE: THERE SHALL BE NO

BARRIER MARKERS LOCATED

ON THE TAPERED BARRIER

WALL SECTION.

L = TAPER LENGTH IN FEET

W = WIDTH OF OFFSET IN FEET

TO WORK STARTING, OR THE

85TH PERCENTILE SPEED PRIOR

ANTICIPATED OPERATING SPEED

IN MPH.

S = POSTED SPEED, OFF-PEAK

07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS

REVISION

BYDATE APPROVED

NTS


TCLE

PLACEMENT DETAIL

REFLECTORIZED MARKERS



MCDPWT

NOTES:

36’

36’

SIDE REFLECTOR COLOR SHALL

BE WHITE IF BARRIER IS USED

TO DELINEATE RIGHT EDGE OF TRAVEL LANE.

SIDE REFLECTOR COLOR SHALL

BE YELLOW IF BARRIER IS USED

TO DELINEATE LEFT EDGE OF TRAVEL LANE.

STANDARD TCP-109.02

SIDE BARRIER WALL MARKER DETAIL

2" +/-

MIN.

4" +/-

MIN.

3"

TOP REFLECTOR COLOR SHALL

BE FLOURESENT ORANGE REGARDLESS

OF EDGE OF TRAVEL LANE

MIN.

12"+/-

TOP BARRIER WALL

8"+/-MIN.

MARKER DETAIL

CONCRETE

BARRIERWALL

07-01-12

REVISION

BYAPPROVEDDATE



DATE

DES. BY

MCDPWT

TCLE

DRAWN BY

SCALE

NTS

APPROVED


OF SHEETSSTANDARD TCP-110.01

ROAD CLOSURE

NON - INTERSECTION

C

B

FT

FT

FT

DY CL

VIEW 1

6’

NOTE CABLE ATTACHMENT

LOCATION

CABLE INSTALLED

PER MANUFACTURERS

SPECIFICATIONS

ROAD

CLOSED

ROAD

CLOSED48" X 30"

R11-2

48" X 30"

R11-2

MOUNTED

ON TYPE III

BARRICADE

WORK

ROAD

ROAD

CLOSED

FT

ROAD

FT 48" x 48"

W20-3

48" x 48"

W20-1

48" x 48"

W20-3

B

C

FT

CLOSED

A



ROAD

CLOSED

48" X 30"

R11-2

MOUNTED

ON TYPE III

BARRICADE

ROAD

CLOSED


SIGN

WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

EMPTY BARRIER

WATER-FILLED BARRIER

VIEW 1

48" X 30"

R11-2

ROAD

CLOSED

ROAD

CLOSED

ROAD

WORK

48" x 48"

W20-3

W20-1

48" x 48"

W20-3

48" x 48"

WORK AREA

A

A

A

A

A

A

A

TYPE III BARRICADE

(WITH ORANGE FLAGS)

(WITH ORANGE FLAGS)

S

S

2

2

FOR SPEEDS 40 MPH AND ABOVE,

INSTALL AN ADDITIONAL SET (2 ROWS)

OF WATER-FILLED BARRIER FOR

BOTH APPROACHES

8’ MIN

8’ MIN

07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS


BY

NTS

TCLE


SIGN

WORK SITE

2S

1

=10 FT.

=30 FT.S

OR CONES

TRAFFIC DRUMS

MCDPWT



TRAFFIC CONTROL FOR

TEMPORARY DETOUR

STANDARD TCP-110.02

TYPE III BARICADE


48" x 48"

ROAD

CLOSED

FT

DETOUR

FT

W20-2

100’

A

B

100’

DE

TO

UR

EN

D

M4-8

a

24

" x

18

"

DETOUR

ROAD

CLOSED

R11-2

48" x 30"

48" x 18"

MOUNTED

ON TYPE III

BARRICADE

100’

DE

TO

UR

30"

X 2

4"

M4

-9R

DETOUR

100’

DE

TO

UR

M4

-9L

30" X

24"

DETOURM4-9 R

30" X 24"

100’

DETOUR M4-9R

30" X 24"

100’DETOUR

DE

TO

UR

EN

D

100’

M4-8

a

24

" x

18

"

100’

DETOUR

M4-9L

30" X 24"

100’

DE

TO

UR

M4

-9L

30"

X 2

4"

100’

DETOUR

100’

DE

TO

UR

M4

-9R

30" X

24" M4-9L

30" X 24"

30" X 24"

M4-9L

100’

R11-2

48" x 30"

M4-10L

48" x 18"

MOUNTED

ON TYPE III

BARRICADE

DETOUR

ROAD

CLOSED

M4-10R

48" x 48"

W2O-3

48" x 48"

ROAD

CLOSED

FT

DETOUR

FT

W20-2

48" x 48"

W2O-3

A

B



DE

TO

UR

EN

D

M4-8

a

24

" x 1

8"

DE

TO

UR

EN

D

M4-8

a

24

" x 1

8" 100’

EFFECTIVE, REOPENS, AND

*** NOTE: ***

STREET NAME SIGNS WILL BE

REQUIRED FOR DETOURS LASTING

MORE THEN FOURTY-EIGHT (48) HOURS

(SEE DETAIL FOR SIGN REQUIREMENTS)

ROAD

CLOSEDR11-2

48" x 30"

SPECIAL

48" x 12"EFFECTIVE APR 15

ROAD

CLOSED

EFFECTIVE APR 15

R11-2

48" x 30"

SPECIAL

48" x 12"

30" X 24"

M4-9R

100’

07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

APPROVEDDATEBY

REVISION


NTS


OF SHEETS

MCDPWT



SIGN DETAIL FOR

STANDARD TCP-107.01.01

18"

17" LEGEND

21" LEGEND

4" C

2" SPACE

4" C

3" SPACE

3" SPACE

5/8" BORDER3/8" MARGIN

24"

5/8" BORDER3/8" MARGIN

1 1/2" R

BLACK LEGEND AND BORDER

ON WHITE BACKGROUND

TCLE

07-01-12

R9-9 (MOD)

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

APPROVEDDATEBY

REVISION


NTS


OF SHEETS

MCDPWT



SIGN DETAIL FOR

3" B

2" SPACE

3" B

2" SPACE

3" ARROW

2" SPACE

3" B

24"

1 1/2" R

30"

2" SPACE

5/8" BORDER

3/8" MARGIN

2" SPACE

5/8" BORDER

3/8" MARGIN

R9-11(L)(MOD)


ON WHITE BACKGROUND

TCLE


07-01-12

DATE

DES. BY

SCALE

APPROVED

NTS

DRAWN BY


OF SHEETS

SIDEWALK BY-PASS

MCDPWT SIGN DETAIL FOR PEDESTRIAN



18"

20" ARROW

5/8" BORDER

3/8" MARGIN

2" SPACE

5" ARROW

3" SPACE

3" SPACE

5/8" BORDER

3/8" MARGIN24"

1 1/2" R

BY


PED-(L)

18" LEGEND

3" B

TCLE


ON WHITE BACKGROUND


07-01-12

DATE

DES. BY

SCALE

APPROVED

DRAWN BY

OF SHEETS


BY

NTS


MCDPWT



TEMPORARY DETOUR

SIGN DETAILS FOR

TCLE

BLACK LEGEND ON ORANGE BACKGROUND BLACK LEGEND ON ORANGE BACKGROUND

R11-2 ROAD CLOSED SIGNS R11-3 & R11-4 ROAD CLOSED SIGNS

ROAD CLOSED AND EFFECTIVE SIGNS SHALL BE PLACED TWO (2) WEEKS PRIOR TO THE

48" X 12" SHALL BE MOUNTED ATOP 60" X 12" SHALL BE MOUNTED ATOP

REOPENS SIGN TWO DAYS AFTER THE ACTUAL DATE OF THE ROAD CLOSURE.

ROAD CLOSURE. THE EFFECTIVE SIGN SHALL BE REMOVED AND REPLACED WITH THE

BLACK LEGEND ON WHITE BACKGROUND

ALONG ROADWAYS USED FOR THE DETOUR

FOR EXTENDED CLOSURES A "STREET NAME" SIGN

SHALL BE MOUNTED ATOP ALL M4-9 (DETOUR) SIGNS


INCREASE HEIGHT IN INCREMENTS OF 12"

IF ADDITIONAL LINES OF TEXT ARE NECESSARY,

48"

12" 5"C

12"5"C5"C5"C12"12"

60"

12"5"C

30" MAXIMUM

07-01-12

800’ 45-65 500’ 40 300’ 30-35 EXAMPLE: TWO LANES ......NOTE: ACCESS POINTS WITHIN LANE CLOSURE...

Documents

Transcript of 800’ 45-65 500’ 40 300’ 30-35 EXAMPLE: TWO LANES ......NOTE: ACCESS POINTS WITHIN LANE CLOSURE...