P/F
NUMBER OF LANES
NUMBER
OF
STUDIES
AVERAGE CAPACITY
MEASURED AVERAGE WORK ZONE CAPACITIES
LEGEND:
NOTES:
Notes
for
Traffic Management
FIGURE GEN-1
GENERAL GUIDELINES
ROAD TYPE
DISTANCE BETWEEN SIGNS **
BA C
SUGGESTED WORK ZONE WARNING SIGN SPACING
STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED
SPEED*
(mph)
DISTANCE
(ft)
SPEED*
(km/h)
DISTANCE
(m)
Notes
for
Traffic Management
FIGURE GEN-2
NOTES ON WORK ZONE DISTANCES
FORMULAS FOR DETERMINING TAPER LENGTHS
SPEED LIMIT (S) TAPER LENGTH (L)
Meters
TYPE OF TAPER TAPER LENGTH (L)*
TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES
SPEED LIMIT (S) TAPER LENGTH (L)
FEET
Notes
for
Traffic Management
FIGURE GEN-3
NOTES ON WORK ZONE DISTANCES
LEGEND
DIRECTION OF TRAVEL
DOWNSTREAM TAPER: GUIDES
TRAFFIC BACK TO ITS
ORIGINAL TRAVEL PATH
TERMINATION AREA:
LETS TRAFFIC
RESUME NORMAL
OPERATIONS
ACTIVITY AREA:
WHERE WORK
TAKES PLACE
TRANSITION AREA:
MOVES TRAFFIC
OUT OF ITS
NORMAL PATH
ADVANCE WARNING
AREA: TELLS
TRAFFIC WHAT TO
EXPECT AHEAD
LONGITUDINAL
BUFFER SPACE
LONGITUDINAL BUFFER SPACE:
PROVIDES PROTECTION FOR TRAFFIC
AND WORKERS = STOPPING SIGHT
DISTANCE. NOTHING SHALL BE
PLACED/STORED IN BUFFER SPACE
SHOULDER TAPER: GUIDES
TRAFFIC AWAY FROM
SHOULDER/ BREAK-DOWN LANE
LATERAL BUFFER SPACE:
PROVIDES PROTECTION FOR
TRAFFIC AND WORKERS
TRAFFIC SPACE: ALLOWS
TRAFFIC TO PASS THROUGH
THE ACTIVITY AREA
WORK SPACE: SET ASIDE FOR
WORKERS, EQUIPMENT, AND
MATERIAL STORAGE
USE "G20-1" SIGN
AT PROJECT LIMIT
IF WORK OCCURS
OVER A DISTANCE
OF MORE THAN 2
MILES (3.2 KM)
W20-SERIES
R2-10a
R2-10e
G20-1
B
OR
C
A
THE "A" DISTANCE CAN BE
MEASURED FROM THE START OF
THE TRAVEL LANE RESTRICTION
OR THE SHOULDER/BREAKDOWN
LANE RESTRICTION (IF
SHOULDER/BREAKDOWN LANE IS
ONLY LANE BEING CLOSED)
CHANNELIZING DEVICE
WORK AREA
SIGN
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE GEN-4
COMPONENT PARTS OF A
TEMPORARY TRAFFIC CONTROL
NOT TO SCALE
(TTC) ZONE
MERGING
TAPER
LOGITUDINAL BUFFER
SPACE (OPT.)
SHIFTING
TAPER
SHIFTING
TAPER
4S ft IF S IS IN MPH
(0.8S m IF S IS KM/H)
DOWNSTREAM
TAPER (OPT.)
LONGITUDINAL
BUFFER
SPACE (OPT.)
SHIFTING
TAPER
SHOULDER
TAPER
LONGITUDINAL BUFFER
SPACE (OPT.)
L/2
L/3
L
L/2
L/2
LATERAL BUFFER
SPACE (OPT.)
A or
B
C
LEGEND
DIRECTION OF TRAVEL
CHANNELIZING DEVICE
WORK AREA
SIGN
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE GEN-5
TYPES OF TAPERS AND BUFFER
SPACES
NOT TO SCALE
12*
1
1
4
24" (MIN.)
REFLECTORIZED
DRUM
NOT TO SCALE
LIMIT OF EXCAVATION
TEMPORARY BIT.
CONC. PAVEMENT
GRAVEL BORROW/SUBBASE
EXIST.
PAVEMENT
LONGITUDINAL DROP-OFF DETAIL
TRAVEL WAY
WORK AREA
DIRECTION OF TRAFFIC
W8-3
OR
W8-8
OR
W8-1
* - INCREASE SLOPE RATIO
FOR HIGHER SPEEDS
NOT TO SCALE
C
Depth≥4"
LATERAL DROP-OFF DETAIL
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE GEN-6
LATERAL AND LONGITUDINAL
DROP-OFF DETAILS
NOT TO SCALE
TEMPORARY CURB RAMP-PARALLEL TO CURB
TEMPORARY CURB RAMP-PERPENDICULAR TO CURB
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE PED-1
PEDESTRIAN DETAILS
NOT TO SCALE
TEMPORARY CURB RAMP-TYPE 2
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE PED-2
PEDESTRIAN DETAILS
NOT TO SCALE
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE PED-3
PEDESTRIAN DETAILS
NOT TO SCALE
PEDESTRIAN CHANNELIZING DEVICE
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE PED-4
PEDESTRIAN DETAILS
NOT TO SCALE
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE PED-5
SIDEWALK CLOSED WITHOUT DETOUR
NOT TO SCALE
TEMPORARY MARKING FOR CROSSWALK
LINES (CR0SS-HATCHING OPTIONAL)
300 FT
(100m)
300 FT
(100m)
NOTE:
FOR LONG-TERM STATIONARY WORK, THE DOUBLE
YELLOW CENTERLINE AND/OR LANE LINES SHOULD BE
REMOVED BETWEEN THE CROSSWALK LINES.
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE PED-6
PEDESTRIAN DETOUR
NOT TO SCALE
TYPE I
TYPE II
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE PED-7
PEDESTRIAN BYPASS
NOT TO SCALE
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE BIK-1
BICYCLE LANE CLOSURE
NOT TO SCALE
WTHOUT DETOUR
DETOUR
BIKE LANE
CLOSED
AHEAD
DETOUR
DETOUR
DETOUR
END
DETOUR
ROAD
WORK
AHEAD
Main St
Main St
Main St
Main St
DETOUR
AHEAD
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE BIK-2
BICYCLE LANE CLOSURE WITH
NOT TO SCALE
ON-ROAD DETOUR
PATH
WORK
AHEAD
DETOUR
DETOUR
PATH
WORK
AHEAD
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE BIK-3
TEMPORARY PATH DETOUR
NOT TO SCALE
FOR SHARED-USE PATH
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE BIK-4
ON-ROAD DETOUR FOR
NOT TO SCALE
SHARED-USE PATH
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE BIK-5
PAVED SHOULDER CLOSURE WITH
NOT TO SCALE
BICYCLE DETOUR ONTO PATH
A
L/2
A
A
A
P
W20-7b
B
B
B
B
W20-7b
L/2
W20-7b W20-7b
W5-1
P
L/2
W5-1
W5-1
W5-1
L/2
R4-7
R4-7
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE INT-1
SINGLE LANE APPROACH
NOT TO SCALE
CENTER CLOSURE
A
A
A
A
P
W20-7b
ONE LANE ALTERNATING
TRAFFIC
B
B
W20-4
B
B
100 FT
(30m) MAX.
W20-4
W20-7b
W20-7b
W20-4
P
W20-7b
W20-4
P
100 FT
(30m) MAX.
100 FT
(30m) MAX.
* THIS DELINEATION CAN BE REMOVED
TO INCREASE CAPACITY OF THE
INTERSECTION. POLICE OFFICER CAN
BE REMOVED AS WELL
P
*
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE INT-2
SINGLE LANE APPROACH
NOT TO SCALE
ONE QUADRANT CLOSURE
100 FT
(30m)
L
MUST
R3-7L
W20-5L
W4-2LA
B
100 FT
(30m)
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE INT-3
DOUBLE LANE APPROACH
FAR SIDE CLOSURE
NOT TO SCALE
INSIDE LANE
MUST
R3-7R
W4-7L
A
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE INT-4
DOUBLE LANE APPROACH
FAR SIDE CLOSURE
NOT TO SCALE
RIGHT LANE
P
B
MUST
R3-7R
B
W20-7b
W4-7L
W4-2L
W20-7b
W20-7b
B
A
L
BUFFER
L/2
W20-5L
A
W20-7b
A
A
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE INT-5
DOUBLE LANE APPROACH
HALF ROAD CLOSURE
NOT TO SCALE
P
W4-7R
L/2
W20-7b
W20-7b
W20-7b
MUST
R3-7L
A
B
W20-7b
R4-7
A
A
A
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE INT-6
MULTI-LANE APPROACH
MULTIPLE LANE CLOSURE
NOT TO SCALE
W9-3
L
A
BUFFER
W12-1
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE INT-7
MULTI-LANE APPROACH
NEAR SIDE CLOSURE
NOT TO SCALE
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E T
LR
-1
TW
O LA
NE
R
OA
D
NO
T T
O S
CA
LE
SH
OU
LD
ER
C
LO
SE
D
BA
WO
RK
ZO
NE
BU
FF
ER
AB
L/2
DO
WN
ST
RE
AM
TA
PE
R
100 F
T (30m
) M
AX
W5-1
W1-4R
W5-1
W1-4R
W1-4L
L/2
W1-4L
BU
FF
ER
L/3
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E T
LR
-2
TW
O LA
NE
R
OA
D
NO
T T
O S
CA
LE
SH
OU
LD
ER
A
ND
T
RA
VE
L LA
NE
C
LO
SE
D
W5
-1
W3
0-8
R
BA
4S
(0
.8
S)
BU
FF
ER
WO
RK
Z
ON
EB
UF
FE
RL
/2
BA
4S
(0
.8
S)
R4
-7
R4
-7
50
F
T
(1
5m
)
L/2
W3
0-8
R
W5
-1
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E T
LR
-3
TW
O LA
NE
R
OA
D
NO
T T
O S
CA
LE
CE
NT
ER
O
F R
OA
D C
LO
SU
RE
WO
RK
ZO
NE
10
0F
T
(3
0m
) M
AX
.
W3
-3
W2
0-4
W1
3-1
p
XX
W2
0-4
W1
3-1
p
XX
M.P
.H
.
AB
AB
40
T
O 1
50
F
T
(1
2 T
O 4
5 m
)
ST
OP
R1
0-6
HE
RE
O
N
RE
D
W3
-3
ST
OP
R1
0-6
HE
RE
O
N
RE
D
TE
MP
OR
AR
Y
SIG
NA
LS
TE
MP
OR
AR
Y
PA
VE
ME
NT
M
AR
KIN
G
TE
MP
OR
AR
Y
PA
VE
ME
NT
M
AR
KIN
G
10
0F
T
(3
0m
) M
AX
.
40
T
O 1
50
F
T
(1
2 T
O 4
5 m
)
W1
-4
R
M.P
.H
.
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E T
LR
-4
TW
O LA
NE
R
OA
D
NO
T T
O S
CA
LE
ON
E LA
NE
A
LT
ER
NA
TIN
G T
RA
FF
IC
W
IT
H
TE
MP
OR
AR
Y S
IG
NA
L
WO
RK
ZO
NE
100F
T
(30m
) M
AX
.
100F
T
(30m
) M
AX
.
BU
FF
ER
100-150F
T
(30-45m
)
W20-7b
W20-4
W13-1p
XX
M.P
.H
.
W20-4
W13-1p
XX
W20-7b
P/F
OR
W20-7
W20-7
OR
P/F
AB
AB
M.P
.H
.
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E T
LR
-5
TW
O LA
NE
R
OA
D
NO
T T
O S
CA
LE
ON
E LA
NE
A
LT
ER
NA
TIN
G T
RA
FF
IC
WO
RK
ZO
NE
100F
T
(30m
) M
AX
.
BU
FF
ER
100-150F
T
(30-45m
)
W20-4
W13-1p
XX
W20-4
W13-1p
XX
M.P
.H
.
AB
A
BU
FF
ER
(O
PT
IO
NA
L)
W3-2
R1-2
R1-2a
YIE
LD
15 F
T.
(5m
)
W1-4R
100F
T
(30m
) M
AX
.
M.P
.H
.
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E T
LR
-6
TW
O LA
NE
R
OA
D
NO
T T
O S
CA
LE
ON
E LA
NE
A
LT
ER
NA
TIN
G T
RA
FF
IC
WIT
H Y
IE
LD
W8-15
*W8-15p
W8-1
A
W8-1
OR
W8-24
*W8-15p
W8-15
*W8-15p
OR
W8-24
*W8-15p
*FOR SYMBOL SEE MUTCD LATEST EDITION FIGURE 6F-4
GROOVED
AREA
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE DIV-1
DIVIDED HIGHWAY
NOT TO SCALE
SCARIFIED PAVEMENT / STEEL
PLATE
A
B
L
W4-2R
BUFFER
WORK
ZONE
W4-2R
W20-5R
W13-1p
L/3
TRUCK MOUNTED
ATTENUATORS
XX
M.P.H.
XX
M.P.H.
W20-5R
W13-1p
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE DIV-2
DIVIDED HIGHWAY / LANE CLOSURE
NOT TO SCALE
(SHORT TERM)
A
B
L
BUFFER
WORK
ZONE
W4-2R
W20-5R
W13-1p
L/3
100 FT
(30m)
TEMPORARY SWEL
XX
M.P.H.
XX
* INSERT TRUCK
MOUNTED ATTENUATOR
DURING ACTUAL
WORKING OPERATIONS
*
M.P.H.
W20-5R
W13-1p
W4-2R
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE DIV-3
DIVIDED HIGHWAY
NOT TO SCALE
STATIONARY LANE CLOSURE
(LONG TERM AND INTERMEDIATE)
A
B
L
MEDIAN
TEMPORARY SWEL
IMPACT
ATTENUATOR
L/3
MEDIAN BARRIER
W20-5R
W13-1p
XX
W4-2R
BUFFER
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE DIV-4
DICVIDED HIGHWAY
NOT TO SCALE
ONE LANE CLOSED WITH BARRIER
A
B
L
2L
L
BUFFER
WORK
ZONE
200 FT
(60m)
* TRUCK MOUNTED
ATTENUATORS
L/3
1000 FT
(300m)
W4-2R
W20-5aR
W13-1p
XX
M.P.H.
W4-2R
W20-5aR
W13-1p
XX
W4-2R
* NEED ONE PER
TRAVEL LANE CLOSURE
M.P.H.
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE DIV-5
DIVIDED HIGHWAY
NOT TO SCALE
MULTIPLE LANE CLOSURE
A
B
A
B
L/3
L/2
L/2
TEMPORARY SOLID
WHITE LANE LINE AND
EDGE LINE
TEMPORARY SOLID
WHITE LANE LINE AND
EDGE LINE
W1-4cR
W13-1p
W1-4cL
TEMPORARY YELLOW
EDGE LINE
IMPACT
ATTENUATOR
NOTE: SIGN TO REFLECT
ACTUAL NUMBER OF
LANES
W21-11
XX
M.P.H.
*
*
*
*
W21-11
BUFFER
W1-4cR
W13-1p
XX
M.P.H.
W8-25
500'
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE DIV-6
DIVIDED HIGHWAY
NOT TO SCALE
MULTIPLE LANE SHIFT WITH
BARRIER
A
B
L
2L
L/2100 FT
(30m)
*TEMPORARY YELLOW
EDGE LINE
TEMPORARY BARRIER
W9-4a
W12-1
L/3
TEMPORARY WHITE
EDGE LINE
A
1000 FT
(300m)
W21-11
W13-1p
XX
M.P.H.
OR
W9-4b
500 FT
(150m)
W8-25
W21-11
W13-1p
XX
M.P.H.
W1-4cR
W1-4cR
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE DIV-7
DIVIDED HIGHWAY
NOT TO SCALE
CENTER LANE CLOSURE
AB
L
ME
DIA
N
TE
MP
OR
AR
Y
PA
VE
ME
NT
L/3
W20-5R
W13-1p
W4-2R
L/2
C
L/3
L
TE
MP
OR
AR
Y
PR
EC
AS
T M
ED
IA
N
BA
RR
IE
R
2S
F
T
(0.4S
m
)
TE
MP
OR
AR
Y
WH
IT
E E
DG
E
LIN
E
RE
MO
VE
EX
IS
TIN
G
PA
VE
ME
NT
MA
RK
IN
GS
W1-4R
W4-2L
W20-5L
W13-1p
XX
M.P
.H
.
R11-2
W1-6
W21-10
IM
PA
CT
A
TT
EN
UA
TO
R
TE
MP
OR
AR
Y
PA
VE
ME
NT
TE
MP
OR
AR
Y S
OLID
YE
LLO
W E
DG
E LIN
E
W1-4L
W13-1p
XX
M.P
.H
.
L/2
*R
EM
OV
E E
XIS
TIN
G
PA
VE
ME
NT
M
AR
KIN
GS
FR
OM
P
RO
PO
SE
D
TR
AV
EL P
AT
H
XX
M.P
.H
.
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E D
IV
-8
DIV
ID
ED
H
IG
HW
AY
NO
T T
O S
CA
LE
ME
DIA
N C
RO
SS
-O
VE
R
BU
FF
ER
WO
RK
ZO
NE
AL/3
B
W21-5b
W2
1-5a
100 F
T
(30m
)
TR
UC
K M
OU
NT
ED
AT
TE
NU
AT
OR
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E D
IV
-9
DIV
ID
ED
H
IG
HW
AY
NO
T T
O S
CA
LE
SH
OU
LD
ER
C
LO
SE
D
WO
RK
ZO
NE
100F
T
(30m
)
MA
X.
100F
T
(30m
)
MA
X.
BU
FF
ER
100-150F
T
(30-45m
)
W20-7b
W20-4
W20-4
W20-7b
P/F
OR
W20-7
W20-7
OR
P/F
AB
AB
TH
IS
S
ET
UP
M
AY
N
OT
B
E LE
FT
A
FT
ER
W
OR
K H
OU
RS
. T
HE
W20-4 A
ND
W
20-7b or W
20-7 S
IG
NS
M
US
T B
E T
AK
EN
D
OW
N
OR
C
OM
PLE
TE
LY
C
OV
ER
ED
W
HE
N B
OT
H LA
NE
S A
RE
O
PE
N.
TW
O-W
AY
T
RA
FF
IC
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E B
RG
-1
ON
E LA
NE
A
LT
ER
NA
TIN
G T
RA
FF
IC
NO
T T
O S
CA
LE
WO
RK
ZO
NE
10
0F
T
30
(m
)
MA
X.
10
0F
T
(3
0m
) M
AX
.
W3
-3
W2
0-4
W1
3-1
p
XX
AB
AB
ST
OP
R1
0-6
HE
RE
O
N
RE
D
40
T
O 1
50
F
T
(1
2 T
O 4
5m
)
W3
-3
ST
OP
R1
0-6
HE
RE
O
N
RE
D
TE
MP
OR
AR
Y S
IG
NA
LS
TE
MP
OR
AR
Y
PA
VE
ME
NT
M
AR
KIN
G
TE
MP
OR
AR
Y
PA
VE
ME
NT
M
AR
KIN
GS
40
T
O 1
50
F
T
(1
2 T
O 4
5m
)
W2
0-4
W1
3-1
p
XX
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E B
RG
-2
ON
E LA
NE
A
LT
ER
NA
TIN
G T
RA
FF
IC
W
IT
H
NO
T T
O S
CA
LE
TE
MP
OR
AR
Y S
IG
NA
L
BA
WO
RK
ZO
NE
BU
FF
ER
AB
L/2
W5-1
W1-4R
W5-1
W1-4R
L/2
W1-4L
BU
FF
ER
L/3
TE
MP
OR
AR
Y S
WE
L
TE
MP
OR
AR
Y M
ED
IA
N
BA
RR
IE
R
TE
MP
OR
AR
Y D
YC
L
RE
MO
VE
E
XIS
TIN
G
PA
VE
ME
NT
M
AR
KIN
GS
FR
OM
T
RA
VE
L P
AT
H
TE
MP
OR
AR
Y W
HIT
E
PA
VE
ME
NT
M
AR
KIN
G
IM
PA
CT
A
TT
EN
UA
TO
R
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E B
RG
-3
PA
RT
IA
L B
RID
GE
C
LO
SU
RE
S
TA
GE
O
NE
NO
T T
O S
CA
LE
ST
AG
E T
WO
(S
WIT
CH
T
O O
TH
ER
S
ID
E)
W5
-1
BA
4S
(0
.8
S)
BU
FF
ER
WO
RK
Z
ON
EB
UF
FE
RL
/2
BA
4S
(0
.8
S)
R4
-7
R4
-7
L/2
W5
-1
W1
-4
R
W1
-4
R
TE
MP
OR
AR
Y W
HIT
E
PA
VE
ME
NT
M
AR
KIN
G
TE
MP
OR
AR
Y M
ED
IA
N
BA
RR
IE
R
IM
PA
CT
A
TT
EN
UA
TO
R
TE
MP
OR
AR
Y W
HIT
E
PA
VE
ME
NT
M
AR
KIN
G
RE
MO
VE
E
XIS
TIN
G
PA
VE
ME
NT
M
AR
KIN
GS
FR
OM
T
RA
VE
L P
AT
H
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E B
RG
-4
PA
RT
IA
L C
EN
TE
R C
LO
SU
RE
NO
T T
O S
CA
LE
ST
AG
E T
HR
EE
W4-3
A
W4-2R
L
W5-1
L/2
L/3
W20-5R
A
B
W20-1
B
TRUCK MOUNTED
ATTENUATOR
BUFFER
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE R-1
WORK AT ENTRANCE RAMP
NOT TO SCALE
W20-5R
A
L
1000 FT
(300m)
100 FT
(30m) MIN
L
L/3
L
B
E5-1
E5-2
W4-2R
10 FT
(3m) MIN.
TRUCK MOUNTED
ATTENUATORS
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE R-2
WORK IN VICINITY OF EXIT RAMP
NOT TO SCALE
W20-5R
A
L
1000FT
(300m)
100FT (MIN)
(30m)
L
L/3
L
B
E5-1
E5-2
W4-2R
TRUCK MOUNTED
ATTENUATORS
10 FT
(30m)
MIN.
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE R-3
WORK IN VICINITY OF EXIT RAMP
NOT TO SCALE
W3-2
L
500 FT
(150m)
L/2
B
W4-1
R1-2
WHERE INADEQUATE ACCELERATION
DISTANCE EXISTS FOR THE TEMPORARY
ENTRANCE, THE "YIELD" SIGNS SHALL BE
REPLACED WITH "STOP" AND "STOP
AHEAD" SIGNS (ONE ON EACH SIDE OF
THE APPROACH).
(MUTCD, P. 6H-92)
A
L/3
W4-2R
W20-5R
500 FT
(150m)
W20-1
*
*
*
TRUCK
MOUNTED
ATTENUATORS
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE R-4
WORK BEYOND ENTRANCE RAMP
NOT TO SCALE
A
B
W5-4
W13-1p
WORK
ZONE
BUFFER
10 FT (3m) MIN.
LANE WIDTH
W20-1
W13-4p
L/2
XX
TRUCK
MOUNTED
ATTENUATOR
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE R-5
PARTIAL EXIT RAMP CLOSURE
NOT TO SCALE
W30-8L
W5-4
WORK
ZONE
BUFFER
10 FT MIN.
LANE WIDTH
L/2
A
B
TRUCK
MOUNTED
ATTENUATOR
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE R-6
PARTIAL ENTRANCE RAMP CLOSURE
NOT TO SCALE
L
BUFFER
A
B
L
BUFFER
A
B
4S(0.8S)
W20-5L
W13-1p
XX
W4-2L
W20-5L
W13-1p
XX
W4-2L
TRUCK MOUNTED
ATTENUATORS
4S(0.8S)
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE MLR-1
MULTIPLE LANE ROAD
NOT TO SCALE
INTERIOR LANE CLOSURE
L/2
BUFFER
A
B
L
BUFFER
A
B
4S(0.8S)
W20-5L
W4-2L
W1-4bL
REMOVE EXISTING
PAVEMENT MARKINGS
W5-1
W1-4bR
L/2
*
TEMPORARY SOLID
WHITE LANE LINE
100 FT
(30m)
* TRUCK MOUNTED
ATTENUATOR WITH
ACTIVE WORK
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE MLR-2
MULTIPLE LANE ROAD
NOT TO SCALE
INTERIOR LANE CLOSURE W/ UNEVEN
VOLUMES
L
BUFFER
A
B
L
BUFFER
A
B
W20-5L
W13-1p
W4-2L
TRUCK MOUNTED
ATTENUATORS
4S(0.8S)
W1-4L
W20-5R
W13-1p
XX
M.P.H.
W4-2R
W1-4R
XX
L/3
SHOULDER TAPER
M.P.H.
L/2
MIN.
L/2
MIN.
L/2
MIN.
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE MLR-3
MULTIPLE LANE ROAD
NOT TO SCALE
HALF ROAD CLOSURE
WO
RK
ZO
NE
100F
T
(30m
)
EX
TE
ND
ED
BU
FF
ER
S
PA
CE
W20-7b
W20-4
W20-4
W20-7b
P/F
OR
W20-7
W20-7
OR
P/F
AB
AB
100F
T
(30m
)
MA
X.
R
A
I
L
R
O
A
D
ST
OP
ON
R15-1
(E
XIS
TIN
G)
R8-8
NO
TE
: IN
ST
ALL IF
NO
T P
RE
SE
NT
Standard
Details and D
raw
ings
for the
Developm
ent of
Tem
porary T
raffic C
ontrol P
lans
FIG
UR
E R
R-1
WO
RK
N
EA
R R
AILR
OA
D C
RO
SS
IN
G
NO
T T
O S
CA
LE
R11-2
M4-10L
R11-3a
M4-9V
± 200 FT
(±60m)
W20-3
W20-3
W20-2
M4-9L
M4-9AL
B
A
B
A
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE D-1
DETOUR
NOT TO SCALE
ADVANCE SIGNING
M4-9R
M4-9LM4-9AL
M4-9V
M4-9AR
M4-9V
M4-9AR
M4-9R
M4-9V
M4-9L M4-9R M4-9AR
M4-8a
R11-2
TYPE III
BARRICADE
R11-2
M4-10R
M4-8a
M4-9L
M4-9AL
W20-2
M4-9L M4-9AL
R11-3a
M4-10L
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE D-2
DETOUR
NOT TO SCALE
M4-8a
R11-2
R11-3a
TYPE III
BARRICADE
R11-2
M4-10R
M4-8a
W20-2
M4-8
M3-4
M1-5
M5-1R
M5-1L
M6-1R
M6-1L
LEGEND
RO
UT
E 2
M4-10L
Standard
Details and Drawings
for the
Development of
Temporary Traffic Control Plans
FIGURE D-3
ROUTE WITH DETOUR
NOT TO SCALE