a
r
d
SLOW
VEHICLE
TC1298
TURNOUTS
NEXT
b
km
CONSIDER
VEHICLES
TC1299
FOLLOWING
c
TC1300A
TC1300B
a
1500
2000
b
2000
2600
c
20
30
d
r
40 175
60 250
Colour Legend
Retroreflective yellow (target board background)
Retroreflective white (target board border)
Note: Approved for use by Cairns District
to encourage better utilisation of
short slow vehicle lanes on Captain
Cook Highway.
SPECIAL INFORMATION SIGN
“SLOW VEHICLE TURNOUTS NEXT ...m/
CONSIDER VEHICLES FOLLOWING”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 04/01
Checked
JD 04/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
09/04/01
Date
TC1300
A B
600
75
50
24
260
154
600
40
8
WAIT HERE
TO PASS
80CN
40
80CN
50
Colour Legend
Note:
Retroreflective white (ground)
For symbols details see R8-3, AS 1743/1992.
Black (legend, symbols and border)
INSTRUCTION SIGN
“CYCLISTS/PEDESTRIANS WAIT HERE TO PASS”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 04/01
Checked
MO 04/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
02/04/01
Date
TC1301
A
600
75
75
75
50
24
260
154
600
40
8
USE
PASSING BAYS
80CN
40
80BN
50
Colour Legend
Note:
Retroreflective white (ground)
For symbols details see R8-3, AS 1743/1992.
Black (legend, symbols and border)
INSTRUCTION SIGN
“CYCLISTS/PEDESTRIANS USE PASSING BAYS”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 04/01
Checked
MO 04/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
02/04/01
Date
TC1302
A
650
313
R75
70
20
950
D
E
D
E
0
C
7
R 92
E
P TC 16
U
0
S
2
1/
P
280FM
140
10
Y
B
50
275
75
260
50
160
60
50
EXAMPLE
Note: Change direction of arrow as appropriate.
Colour Legend
Retroreflective blue (background)
Retroreflective white (legend and border)
DIRECTION SIGN
FOR CAR/RAIL/BUS INTERMODAL
FACILITIES
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 04/01
Checked
MO 04/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
10/4/01
Date
TC1303
A
a
r
u
d
b
BEENLEIGH
o
STATION
o
VIA MAIN ST
o
q
p
m
n
m
P
e
c
f
g
x
h
t
v
k
u
h
s
l
f
EXAMPLE (LEFT)
A
B
b
c d
e
f
g
h
k
l
n
o
a
m
1800 1200 16 32 275 150 313 158 300 201 78 16 120DN
2400 1600 20 40 385 200 417 211 400 268 104 20 160DN
Colour Legend
Retroreflective blue (background)
Retroreflective white (legend and border)
x
v
u
110 220 240
147 292 320
p
r
q
s
t
88 150 60 190 300EM
118 200 80 253 400EM
Notes
1. For details of the train and bus symbols
refer SQ01 and SQ02 respectively.
. 2. For exceptional circumstances special
sign face design shall be sought.
DIRECTION SIGN
FOR CAR/RAIL INTERMODAL
FACILITIES
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 04/01
Checked
MO 04/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
5/01/16
Date
TC1304
Page 1 of 2
A B
a
r
u
d
BEENLEIGH
o
q
STATION
o
p
VIA MAIN ST
o
m
n
m
k
v
b
P
t
u
f
l
h
s
h
x
e
c
g
f
EXAMPLE (RIGHT)
A
B
b
c d
e
f
g
h
k
l
n
o
a
m
1800 1200 16 32 275 150 313 158 300 201 78 16 120DN
2400 1600 20 40 385 200 417 211 400 268 104 20 160DN
Colour Legend
Retroreflective blue (background)
Retroreflective white (legend and border)
x
v
u
110 220 240
147 292 320
p
r
q
s
t
88 150 60 190 300EM
118 200 80 253 400EM
Notes
1. For details of the train and bus symbols
refer SQ01 and SQ02 respectively.
. 2. For exceptional circumstances special
sign face design shall be sought.
DIRECTION SIGN
FOR CAR/RAIL INTERMODAL
FACILITIES
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 04/01
Checked
MO 04/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
5/01/16
Date
TC1304
Page 2 of 2
A B
1600
80
188
267
760
225
80
R75
90
218
32
250
A I RT R A I N
600 165
80
TRAIN TO AIRPORT
217
16
100DN
80
LEFT
1600
80
760
225
267
188
80
R75
90
218
32
250
A I RT R A I N
165 600
80
100DN
TRAIN TO AIRPORT
16
80
217
RIGHT
Colour Legend
Note:
Retroreflective blue (background)
For logo details refer page 2.
Retroreflective white (legend and border)
SERVICE SIGN
“TRAIN TO AIRPORT”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 04/01
Checked
KB 04/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
12/4/01
Date
TC1305
Page 1 of 2
A
Retroreflective white patch
Retroreflective blue
AIRTRAIN
Retroreflective green
LOGO DETAILS
SERVICE SIGN
“TRAIN TO AIRPORT”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 04/01
Checked
KB 04/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
12/4/01
Date
TC1305
Page 2 of 2
A
3600
R225
1600
250
80
E toll
742
480
ONLY
280EN
430
80
NO STOPPING
808
280EM
80
170
EL
E
7/ T
12 ED
40
1800
D
E toll
Colour legend
Black Scotchcal 7725-12 (legend and border)
Class 1W retroreflective yellow (background)
Class 1W retroreflective red (E-toll logo legend and border)
Note:
For installation on:
- Gateway Bridge Plazas 9 and 10
- Kuraby Plazas 4 and 9
- Loganlea Plazas 4 and 9
Class 1W retroreflective white (’NO STOPPING’ patch background)
INSTRUCTION SIGN
“ETOLL ONLY NO STOPPING”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 04/01
Checked
JD 04/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
24/4/01
Date
TC1306
A
a
r
g
d
CREST
b
c
f
e
a
b
c
d
e
f
g
r
TC1307A
600 200
8
24
50
100DM
50
40
TC1307B
750 250 10
30
62
125DM
63
50
TC1307C
900 300 12
36
75
150DM
75
60
48 100
200DM
100
75
TC1307D 1200 400 16
Colour Legend
Retroreflective yellow (background)
Black (legend and border)
SUPPLEMENTARY PLATE
“CREST”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 04/01
Checked
MO 04/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
26/4/01
Date
TC1307
A
a
r
g
d
Standard warning
plate as required
(e.g. W2-1,
W3-2 etc.)
b
Supplementary
plate as required
(e.g. W8-5,
W8-14, etc.)
c
REDUCE
SPEED
f
e
f
e
a
b
c
d
e
f
g
r
TC1308_1A
1000
1500
12
24
60
120EM
55
125
TC1308_1B
1200
1900
15
30
75
150EM
100
150
TC1308_1C
1500
2300
18
36
90
180EM
130
175
TC1308_1D
2000
3000
24
48
120 240EM
110
250
Colour Legend
Notes
Retroreflective red (background)
1. TC1308_4A Illustrated.
Retroreflective white (legend and border)
Retroreflective yellow (warning sign background)
Black (warning sign symbol and border)
SPECIAL WARNING SIGN
“REDUCE SPEED”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 04/01
Checked
KB 02/02
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
04/11/15
Date
TC1308_1
Page 1 of 4
A B C D E
a
r
g
d
Standard warning
plate as required
(e.g. W2-1,
W3-2 etc.)
b
Supplementary
plate as required
(e.g. W8-17-1,
W8-17-2, etc.)
c
REDUCE
SPEED
f
e
f
e
a
b
c
d
e
f
g
r
TC1308_2A
1000
1700
12
24
60
120EM
60
125
TC1308_2B
1200
2200
15
30
75
150EM
130
150
TC1308_2C
1500
2600
18
36
90
180EM
135
175
TC1308_2D
2000
3400
24
48
120 240EM
120
250
Colour Legend
Notes
Retroreflective red (background)
1. TC1308_4A Illustrated.
Retroreflective white (legend and border)
Retroreflective yellow (warning sign background)
Black (warning sign symbol and border)
SPECIAL WARNING SIGN
“REDUCE SPEED”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 04/01
Checked
KB 02/02
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
04/11/15
Date
TC1308_2
Page 2 of 4
A B C D E
a
r
g
d
Standard warning
plate as required
(e.g. W2-1,
W3-2 etc.)
b
Supplementary
plate as required
(e.g. W8-7,
W8-8, etc.)
300 m
c
Colour Legend
W8-5
REDUCE
SPEED
f
e
f
e
a
b
c
d
e
f
g
r
TC1308_3A
1000
1900
12
24
60
120EM
45
125
TC1308_3B
1200
2400
15
30
75
150EM
80
150
TC1308_3C
1500
2900
18
36
90
180EM
115 175
TC1308_3D
2000
3800
24
48
120 240EM
90
250
Notes
Retroreflective red (background)
Retroreflective white (legend and border)
Retroreflective yellow (warning sign background)
1. TC1308_4A Illustrated.
2. Insert appropriate distance . e.g 300
Black (warning sign symbol and border)
SPECIAL WARNING SIGN
“REDUCE SPEED”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 04/01
Checked
KB 02/02
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
04/11/15
Date
TC1308_3
Page 3 of 4
A B C D E
a
r
g
d
Standard warning
plate as required
(e.g. W2-1,
W3-2 etc.)
Supplementary
plate as required
(e.g. W8-7,
W8-8, etc.)
b
NEXT
W8-17-1
3 km
c
Colour Legend
REDUCE
SPEED
f
e
f
e
a
b
c
d
e
f
g
r
TC1308_4A
1000
2100
12
24
60
120EM
45
125
TC1308_4B
1200
2700
15
30
75
150EM
115
150
TC1308_4C
1500
3200
18
36
90
180EM
125
175
TC1308_4D
2000
4200
24
48
120 240EM
90
250
Notes
Retroreflective red (background)
Retroreflective white (legend and border)
Retroreflective yellow (warning sign background)
1. TC1308_4A Illustrated.
2. Insert appropriate distance . e.g 3
Black (warning sign symbol and border)
SPECIAL WARNING SIGN
“REDUCE SPEED”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 04/01
Checked
KB 02/02
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
04/11/15
Date
TC1308_4
Page 4 of 4
A B C D E
a
n
r
o
d
m
b
k
DRIVER FATIGUE
f
CRASH ZONE
f
NEXT
c
h
h
km
g
f
e
a
b
c
d
e
f
g
h
k
m
n
o
r
TC1309A 2400 1800 12 32 130 160EM 120LC 110 120 770 2088 80 200
TC1309B 3600 2700 18 48 195 240EM 180LC 165 180 1155 3132 120 300
Colour Legend
Black (legend and border)
Retroreflective yellow (background)
SPECIAL WARNING SIGN
“DRIVER FATIGUE CRASH ZONE
NEXT ... km”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 04/01
Checked
JD 04/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
26/04/01
Date
TC1309
A
1800
1292
R150
100
48
600
1200
76
24
86
BEWARE
24
180EM
134
Colour Legend
Black (legend and border)
Retroreflective white (top panel background)
Retroreflective yellow (bottom panel background)
SPECIAL WARNING SIGN
“BEWARE CATTLE”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 05/01
Checked
JD 05/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
04/05/01
Date
TC1310
A
TC1311_1
TC1311_2
TC1311_3A
TC1311_2
POLICE
SIGNALS POLICE
CONTROL
UNDER CONTROL
AHEAD
REPAIR AHEAD
TC1220
TC1220
Option 1- example
Option 2- example
TC1311_2
TC1332
POLICE POLICE
CONTROL CONTROL
AHEAD AHEAD
SIGNALS UNDER
REPAIR
TC1311_3B
Option 3 - example
Colour Legend
Black (border and TC1311_1 and TC1311_3 legend)
Retroreflective red (TC1311_1 cross)
Retroreflective yellow (TC1311_1 and TC1311_3 background)
Retroreflective blue (TC1311_2 legend)
Retroreflective white (TC1311_2 background)
Notes
1. These signs may be used in advance of a signalised
intersection that is temporarily under repair and
under police control.
2. TC1311_3A may be used as an alternative option to
TC1311_1.
3. TC1311_3B may be used as an alternative where
there may be a need the signs as a pre warning for
workmen.
4. For multi message panel details, refer to pages.
MULTI-MESSAGE SIGN
SIGNALS UNDER REPAIR
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 06/09
Checked
DJ 06/09
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
DIRECTOR
(Traffic Engineering and Data)
23/01/15
Date
TC1311
Page 1 of 4
A B C
600
40°
25
500
600
500
25
Colour Legend
Retroreflective yellow (background)
Retroreflective red (cross)
Black (border)
As per T1-30
Notes
1. This panel is to be used in conjunction with TC1311_2 panel as
temporary warning that traffic signals are not operating and are
under police control.
2. TC1311_3 may alternatively be used where a symbolic panel is
deemed not to be required.
MULTI-MESSAGE SIGN
SIGNAL UNDER REPAIR
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 06/09
Checked
DJ 06/09
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
DIRECTOR
(Traffic Engineering and Data)
23/01/15
Date
TC1311_1
Page 2 of 4
A B C
600
87
POLICE
CONTROL
AHEAD
Colour Legend
Retroreflective blue (legend)
Retroreflective white (background)
100DM
63
100CM
600
63
100DM
87
Notes
1. This panel is to be used in conjunction with either TC1311_1 or
TC1311_3 as a temporary warning that police are in control of
an intersection while traffic signals were being repaired.
Black (border)
MULTI-MESSAGE SIGN
POLICE CONTROL AHEAD
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 06/09
Checked
DJ 06/09
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
DIRECTOR
(Traffic Engineering and Data)
23/01/15
Date
TC1311_2
Page 3 of 4
A B C
600
87
SIGNALS
UNDER
600
25
REPAIR
100DN
63
100DM
600
63
100DM
87
TC1311_3A
1200
50
300
SIGNALS UNDER
80DM
REPAIR
80DM
25
40
50
TC1311_3B
Colour Legend
Retroreflective yellow (background)
Black (border and legend)
Notes
1. Either of these panels is to be used in conjunction with
TC1311_2 panel as temporary warning that traffic signals are
not operating and are under police control.
2. TC1311_1 may alternatively be used for TC1311_3A if a
symbolic panel is deemed more suitable.
MULTI-MESSAGE SIGN
SIGNAL UNDER REPAIR
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 01/15
Checked
DJ 01/15
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
DIRECTOR
(Traffic Engineering and Data)
23/01/15
Date
TC1311_3
Page 4 of 4
A B C
600
150
SURVEYORS
100BN
100
600
AHEAD
25
100BM
150
Colour Legend
Black (legend)
Fluorescent orange (background)
MULTI-MESSAGE SIGN PLATE
“SURVEYORS AHEAD”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 06/01
Checked
KB 09/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/09/02
Date
TC1312
A B
400
200
400 200CN
R165
R195
variable
(centre numerals by eye)
Notes:
Colour Legend
Retroreflective red (symbol)
1. For busway use only.
2. Insert appropriate speed limit
with black numerals in the box.
Retroreflective white (background)
BUSWAY REGULATORY SIGN
“SPEED LIMIT”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 06/2001
Checked
KB 06/2001
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
25/06/2001
Date
TC1315
A
400
280
350
400
600
200
20
PREPARE
60DN
TO STOP
60DN
40
20
Note: For busway use only.
Colour Legend
Black (symbol)
Combination fluorescent/
retroreflective orange (background)
BUSWAY TEMPORARY WARNING SIGN
“TRAFFIC CONTROLLER AHEAD”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 06/01
Checked
KB 08/03
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
18/08/03
Date
TC1316
A B C
400
300
400
352
Note: For busway use only.
Colour Legend
Black (symbol)
Combination fluorescent/
retroreflective orange (background)
BUSWAY TEMPORARY WARNING SIGN
“WORKERS AHEAD”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 06/01
Checked
KB 08/03
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
18/08/03
Date
TC1317
A B C
1400
R25
24
PUBLIC WEIGHBRIDGE
300 123
80DN
12
60
140
60
1400
R25
24
PUBLIC WEIGHBRIDGE
80DN
123 300
12
60
140
60
Colour Legend
Retroreflective blue (background)
Retroreflective white (arrow, legend and border)
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 06/2001
Checked
KB 06/2001
Scale
Not to Scale
Notes: 1. This sign is for use at a certified and registered Public Weighbridge only.
2. Arrow details as per AS1743 Supp 1-1992, standard short arrow.
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
27/06/2001
Date
SERVICE SIGN
“PUBLIC WEIGHBRIDGE”
TC1318
(Left & Right)
A B
POLICE
SERVICE SIGN SYMBOL
“POLICE STATION”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 08/01
Checked
JD 08/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
2/8/01
Date
TC1319
A
2000
1386
R225
155
50
URBAN AREA
180DM
150
437
1800
D
E
REDUCE
NOISE
S
R
5
E
1
/
P
1
U
/
S
PLEASE
25
D
E
112
122
150DM
92
150DM
92
30
130
R75
1720
Colour Legend
Black
Retroreflective white
Retroreflective yellow
Notes
1. Urban environments where compression braking poses amenity
problems. For use on major freight routes entering urban areas, where
the speed limit exceeds 80 km/h (refer TC 9709 for local arterial road
signing arrangements).
2. For areas where a distance may be required see TC1320_2.
INFORMATION SIGN
“URBAN AREA PLEASE REDUCE NOISE”
Road Safety and Systems Management Division
Road Safety Unit
Designed
RH 08/2001
Checked
JD 08/2001
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
26/7/10
Date
TC1320_1
Page 1 of 2
A B
2000
1386
R225
155
50
URBAN AREA
180DM
150
437
2100
D
E
REDUCE
NOISE
S
R
5
E
1
/
P
NEXT
7
km
1
U
/
S
PLEASE
R75
25
D
E
112
122
150DM
92
150DM
92
30
110
180DM /
160Mod E
*
140
1720
Colour Legend
Black
Retroreflective white
Retroreflective yellow
Notes
1. Urban environments where compression braking poses amenity
problems. For use on major freight routes entering urban areas, where
the speed limit exceeds 80 km/h (refer TC 9709 for local arterial road
signing arrangements).
2. For areas where no distance is required see TC1320_1.
3. * Insert appropriate distance (e.g. 7).
INFORMATION SIGN
“URBAN AREA PLEASE REDUCE NOISE
NEXT .... km”
Road Safety and Systems Management Division
Road Safety Unit
Designed
RH 08/2001
Checked
JD 08/2001
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
26/7/10
Date
TC1320_2
Page 2 of 2
A B
2400
116
W1-5B
W5-12B
56
1340
2400
550
140
REDUCE SPEED
28
200DM
170
R300
1800
Colour Legend:
Retroreflective red
Retroreflective white
Retroreflective yellow
Black
SPECIAL WARNING SIGN
“TRUCKS REDUCE SPEED”
Road Safety Systems Management Division
Road Safety Unit
Designed
TV 03/08
Checked
JD 03/08
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
25/01/11
Date
TC1321
A B C
2400
1200
1200
R150
Staple
100
SURVIVE
THIS DRIVE
36
200DM
70
200DM
130
TAKE A REST
AND REFRESH
12
1200
160DM
70
160DM
110
60
Hinge line
Staple and slot
200
HINGED FLAP IN HOME POSITION
Colour Legend
Black
Retroreflective white
Notes
1. Broken vertical line indicates location of suitable brass hinge for flap.
2. Cut slots in flap and fit corresponding staples in sign to padlock flap in
both raised and lowered positions.
3. Back of sign suitably stiffened at staple points.
4. See page 2 for other panels.
WARNING/INFORMATION SIGN
“SURVIVE THIS DRIVE.../ROAD CLOSED.../
ROAD SUBJECT TO WEIGHT RESTRICTIONS...”
Road Safety and Systems Management Division
Road Safety Unit
Designed
RH 08/01
Checked
KB 08/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
2/03/12
Date
TC1322
Page 1 of 2
A B
2400
1200
1200
R150
Staple
240
36
ROAD CLOSED
200DM
1200
340
DUE TO FLOODING
160DM
12
260
60
Hinge line
Staple and slot
200
LEFT PANEL
2400
1200
1200
R150
Staple
130
36
ROAD SUBJECT
160DM
100
TO WEIGHT
160DM
1200
100
RESTRICTIONS OF
160DM
100
12
80% LEGAL AXLE MASS
160CN
130
60
Hinge line
Staple and slot
200
RIGHT PANEL
Colour Legend
Black
Retroreflective white
Retroreflective yellow
Notes
1. Broken vertical line indicates location of suitable brass hinge for flap.
2. Cut slots in flap and fit corresponding staples in sign to padlock flap in
both raised and lowered positions.
3. Back of sign suitably stiffened at staple points.
WARNING/INFORMATION SIGN
“SURVIVE THIS DRIVE.../ROAD CLOSED.../
ROAD SUBJECT TO WEIGHT RESTRICTIONS...”
Road Safety and Systems Management Division
Road Safety Unit
Designed
RH 08/01
Checked
KB 08/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
2/03/12
Date
TC1322
Page 2 of 2
A B
a
r
e
d
GIVE WAY
f
e
MERGING
b
f
e
RIGHT
c
a
b
c
d
f
e
f
r
80DN
40
e
TC1324A 600 400 10 20 40
TC1324B 750 500 12 24 50 100DN 50
TC1324C 900 600 15 30 60 120DN 60
Notes:
1. Approved for use on a trial basis in Peninsula District.
2. For use with G9-15 on short slow vehicle lanes associated with TC1299 and TC1300.
Colour Legend
Retroreflective blue (background)
Retroreflective white (legend and border)
INFORMATION SIGN
“GIVE WAY MERGING RIGHT”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 09/01
Checked
KB 09/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
06/09/01
Date
TC1324
A
1200
90
300
25
ON SIDE ROAD
Colour Legend
Black
Retroreflective yellow
120CM
90
Notes
1. For examples of sign layouts and options for multi message
signs associated with roadworks on an adjacent side road,
refer to page 2 of TC1820.
MULTI-MESSAGE SIGN PLATE
“ON SIDE ROAD”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 09/01
Checked
MO 09/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
DIRECTOR
(Traffic Engineering and Data)
5/01/15
Date
TC1325
A B
400
R25
Helvetica bold 13 pt
Cross with Care
90
195
Helvetica bold 8 pt
600
CROSSING TIPS
WAIT for traffic to stop when
vehicles are approaching.
Helvetica 6.5 pt
WATCH out for vehicles in other
lanes.
315
WALK only when safe. Large
vehicles may take longer to stop.
black
white
red
white
green
Colour Legend of Symbol
Colour Legend
Note: See also TC1569 for sign for use at roundabout crossings.
Black (text)
White (background)
PEDESTRIAN CROSSING SAFETY
INFORMATION SIGN
“ZEBRA CROSSING - MULTI-LANE ROADS”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 09/01
Checked
JD 07/06
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
28/07/06
Date
TC1326_1
Page 1/4
A B C D
400
R25
Cross with Care
Helvetica bold 13 pt
90
195
Helvetica bold 8 pt
600
CROSSING TIPS
WAIT for traffic to stop when
vehicles are approaching.
WATCH out for vehicles in both
directions.
Helvetica 6.5 pt
315
WALK only when safe. Large
vehicles may take longer to stop.
black
green
white
red
green
Colour Legend of Symbol
Colour Legend
Note: See also TC1569 for sign for use at roundabout crossings.
Black (text)
White (background)
PEDESTRIAN CROSSING SAFETY
INFORMATION SIGN
“ZEBRA CROSSING - TWO-LANE TWO-WAY ROADS”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 09/01
Checked
JD 07/06
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
28/07/06
Date
TC1326_2
Page 2/4
A B C D
400
R25
Cross with Care
Helvetica bold 13 pt
75
210
600
ENSURE TRAFFIC
HAS STOPPED
BEFORE
CROSSING
Helvetica bold 12 pt
315
black
green
white
white
red
red
green
Colour Legend of Symbol
Colour Legend
Note: See also TC1569 for sign for use at roundabout crossings.
Black (text)
White (background)
PEDESTRIAN CROSSING SAFETY
INFORMATION SIGN
“SIGNALISED CROSSING - MULTI-LANE ROADS”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 09/01
Checked
JD 07/06
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
28/07/06
Date
TC1326_3
Page 3/4
A B C D
400
R25
Cross with Care
Helvetica bold 13 pt
75
210
600
ENSURE TRAFFIC
HAS STOPPED
BEFORE
CROSSING
Helvetica bold 12 pt
315
black
green
white
white
red
green
red
Colour Legend of Symbol
Colour Legend
Note: See also TC1569 for sign for use at roundabout crossings.
Black (text)
White (background)
PEDESTRIAN CROSSING SAFETY
INFORMATION SIGN
“SIGNALISED CROSSING - TWO-LANE TWO-WAY ROADS”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 09/01
Checked
JD 07/06
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
28/07/06
Date
TC1326_4
Page 4/4
A B C D
1300
R75
60
24
ROAD SUBJECT TO
100DN
50
FLOODING
500
8
110EN
50
70DN
INDICATORS SHOW DEPTH
60
Note: For use in low speed, urban environments.
Colour Legend
Black (legend and border)
Retroreflective white (background)
TRAFFIC INSTRUCTION SIGN
“ROAD SUBJECT TO FLOODING
INDICATORS SHOW DEPTH”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 09/01
Checked
KB 09/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
17/09/01
Date
TC1327
A
6x
4
1
1
2
1
3
1
5
6x
1
4
2
CAPRICORN COAST
Colour Specification
1. Yellow
2. Green PMS 368
3. Green PMS 356
4. White
5. Blue PMS 2925
Notes
1. x = 1/8 of sign depth.
2. For typical sign layout see G11-Q02.
3. All colours to be retroreflective or screened
over retroreflective background.
SPECIAL TOURIST INFORMATION LOGO
“CAPRICORN COAST”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 09/01
Checked
ND 09/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
17/09/01
Date
TC1328
A
100
10
5
R10
20
M1
300
X
X
N
50DN
10
15 5
50EM
15
50EM
15
50EM
20
Note:
M1 = road number for the Pacific Motorway
XX = distance in kilometres with the same reference as the exit numbers
N
= 1 for Northbound shoulder
2 for Northbound median
3 for Southbound median
4 for Southbound shoulder
M1
5
2
1
Colour Legend
Retroreflective white (legend and border)
Retroreflective blue (background)
EXAMPLE
SITE ID LABEL FOR
PACIFIC MOTORWAY
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 09/01
Checked
MO 09/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
24/09/01
Date
TC1329
A
a
r
c
SCHOOL
ZONE
b
SU
PE
RS
R4 E
-Q DE
D
01 B
Y
60
AM
PM
SCHOOL
DAYS
Note:
a
b
c
r
TC1330A
600
1550
75
75
TC1330B
800
2100
100 100
TC1330C 1200 3100
150 150
A fluorescent target board should only be used for school zone signs when erected in conjunction
with consistent colour warning signs. Its use also to be limited to locations where the standard school
zone sign (TC9337) requires additional conspicuity (due to other competing signs or the presence
of roadside vegetation).
Colour Legend
Retroreflective fluorescent orange (target board edge strip)
SCHOOL SPEED SIGN (TC9337)
WITH TARGET BOARD
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 09/00
Checked
MO 09/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
24/09/01
Date
TC1330
A
a
r
e
d
RAMP
f
g
b
SPEED
c
e
TC1331A
TC1331B
TC1331C
TC1331D
Colour Legend
Black
f
a
450
600
900
1200
b
300
400
600
800
c
6
8
10
16
d
18
24
30
48
e
55
75
110
150
f
75EN
100EN
150EN
200EN
g
40
50
80
100
r
45
60
75
100
Note:To be used only with static Speed Limit signs (R4-1),
electronic Variable Speed Limit (VSL) (TC1785) or Variable
Speed Lane Control (VSLC) (TC1792) signs.
Retroreflective white
SUPPLEMENTARY PLATE
“RAMP SPEED”
Road Safety & Systems Management Division ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
Road Safety Unit
Designed
RH 09/00
Checked
MO 09/01
Scale
Not to Scale
PRINCIPAL ENGINEER
(Traffic Engineering)
3/12/09
Date
TC1331
A B
600
425
600
25
500
Colour Legend
Black (symbol & border)
Retroreflective fluorescent orange (background)
MULTI-MESSAGE SIGN PLATE
“WORKERS AHEAD”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 10/01
Checked
KB 10/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
10/10/01
Date
TC1332
A
600
65
ADOPT-A-ROAD
70BM
55
VOLUNTEERS
70CM
40
25
60
900
425
25
90
500
Colour Legend
Notes:
Black (symbol, text and border)
Fluorescent yellow (top panel background)
Fluorescent orange (bottom panel background)
1. The colours shown are not representative
of the colours required and are not to be
matched.
2. Sheeting material is non-retroreflective.
MULTI-MESSAGE SIGN
“ADOPT-A-ROAD VOLUNTEERS/
WORKERS AHEAD”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 10/01
Checked
KB 10/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
22/10/01
Date
TC1333
A
a
r
e
d
DISTORTED
f
g
b
IMAGE
c
f
e
TC1334A
TC1334B
TC1334C
TC1334D
a
600
800
1000
1200
c d
b
300 6 18
400 8 24
500 10 30
600 12 36
f
r
g
e
54 75DN 42 50
72 100DN 56 60
90 125DN 70 75
108 150DN 84 100
Note: Must be installed under a convex mirror (see TRUM Note 3.1).
Colour Legend
Black (legend and border)
Retroreflective yellow (background)
SUPPLEMENTARY WARNING SIGN
“DISTORTED IMAGE”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 10/01
Checked
DJ 05/07
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/07
Date
TC1334
A B
0.2
0.1
0.4
1.65
2.5
Notes
1. This is a typical pavement marking
layout for low speed environment
bus lanes.
2. Dimensions shown are for low speed
environments. (less than 80 km/h).
3. Distances between legends or
symbols may be between one half
and one times the character height.
4. The message shall read from top to
bottom (i.e the first word farthest
from the driver).
5. Red background to be installed at
major entry points to the bus lane.
6. All markings to be installed with a
high skid resistance material
(e.g.calcine bauxite)
7. The bus lane symbol (BL) may
substitute the words BUS LANE
where required.
8. For high speed dedicated bus lane
and low speed wide bicycle / bus
lane marking see pages 2 and 3.
9. For further installation details see
The Manual of Uniform Traffic
Control Devices (MUTCD) - Part 12.
10. Dimensions shown in metres
1.25
to
2.5
9.55 -10.8
2.5
1.65
(varies with lane width)
Colour Legend
White
Red
PAVEMENT MARKING FOR
BUS LANE - LOW SPEED
Road Safety and Systems Management Division
Road Safety Unit
Designed
RH 10/01
Checked
MO 10/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
22/03/11
Date
TC1335_1
Page 1 of 3
A B
0.2
0.1
0.8
3.3
5.0
Notes
1. This is a typical pavement marking
layout for high speed environment
bus lanes.
2. Dimensions shown are for high
speed environments. (80 km/h &
greater ).
3. Distances between legends or
symbols should be four times the
height of the legend.
4. The message shall read sequentially
with the first word nearest the driver.
5. Red background to be installed at
major entry points to the bus lane.
6. All markings to be installed with a
high skid resistance material
(e.g.calcine bauxite)
7. The bus lane symbol (BL) may
substitute the words BUS LANE
where required.
8. For low speed dedicated bus lane
and wide bicycle / bus lane marking
see pages 1 and 3.
9. For further installation details see
The Manual of Uniform Traffic
Control Devices (MUTCD) - Part 12.
10. Dimensions shown in metres.
Typical
20.0
Approx.
36.6
5.0
3.3
(varies with lane width)
Colour Legend
White
Red
PAVEMENT MARKING FOR
BUS LANE - HIGH SPEED
Road Safety and Systems Management Division
Road Safety Unit
Designed
TV 03/11
Checked
DJ 03/11
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
22/03/11
Date
TC1335_2
Page 2 of 3
A B
0.2
0.1
0.4
1.65
2.5
1.25
to
2.5
Notes
1. Dimensions shown are for low speed
environments. (less than 80 km/h).
2. * For wide bicycle / bus lanes the
minimum lane width shall be 4.5
metres.
3. Distances between legends or
symbols may be between one half
and one times the height of the
legend.
4. Red background to be installed at
major entry points to the bus lane.
5. All markings to be installed with a
high skid resistance material
(e.g.calcine bauxite)
6. The bus lane symbol (BL) may
substitute the words BUS LANE
where required.
7. For low and high speed dedicated
bus lane marking see pages 1 and 2.
8. For further installation details see
The Manual of Uniform Traffic
Control Devices (MUTCD) - Part 12.
9. Dimensions shown in metres.
2.5
12.6 -15.1
1.25
to
2.5
1.8
1.65
Colour Legend
(varies with lane width)
>4.5*
White
Red
PAVEMENT MARKING FOR
WIDE BICYCLE / BUS LANE
Road Safety and Systems Management Division
Road Safety Unit
Designed
TV 03/11
Checked
DJ 03/11
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
22/03/11
Date
TC1335_3
Page 3 of 3
A B
a
r
e
END
d
f
g
b
ROCKFALL
f
SU
PE
R
G SE
9- D
Q ED
11 B
Y
g
AREA
c
a
TC1337A 1200
TC1337B 1800
b
800
1200
c
10
15
f
e
g
r
d
f
e
30 100 140DM 90 100
45 150 210DM 135 150
Colour legend
Black (legend and border)
Retroreflective white (background)
INFORMATION SIGN
“END ROCKFALL AREA”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 11/01
Checked
MO 11/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
23/11/01
Date
TC1337
A
a
r
d
Standard warning
plate as required
(e.g. W2-1,
W3-2 etc.)
b
Supplementary
plate as required
(e.g. W8-17-1,
W8-17-2, etc.)
c
a
b
c
d
r
TC1338_1A
1000
1400
12
24
125
TC1338_1B
1250
1750
18
36
150
TC1338_1C
1500
2100
24
48
175
TC1338_1D
2000
2800
30
60
250
Colour Legend:
Retroreflective white (sign border)
Retroreflective red (sign background)
Black (warning signs legend and border)
Retroreflective yellow or Class 1W retroreflective fluorescent yellow green (warning signs background)
WARNING SIGN
TARGET BOARD
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 11/01
Checked
KB 10/05
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
25/10/05
Date
TC1338_1
Page 1 of 2
A B
a
r
d
Standard warning
plate as required
(e.g. W2-1,
W3-2 etc.)
b
Supplementary
plate as required
(e.g. W8-5,
W8-14, etc.)
c
a
b
c
d
r
TC1338_2A
1000
1200
12
24
125
TC1338_2B
1250
1500
18
36
150
TC1338_2C
1500
1800
24
48
175
TC1338_2D
2000
2400
30
60
250
Colour Legend:
Retroreflective white (sign border)
Retroreflective red (sign background)
Black (warning signs legend and border)
Retroreflective yellow or Class 1W retroreflective fluorescent yellow green (warning signs background)
WARNING SIGN
TARGET BOARD
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 10/05
Checked
KB 10/05
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
25/10/05
Date
TC1338_2
Page 2 of 2
A B
a
r
k
g f
SCHOOL
m
n
c
ZONE
R4-8
m
k
o
r2
b
30
d
r1
p
R4-1
o
u
7
AM
c
g f
5
MON
a
b
c
d
f
g
k
m
n
o
p
r
r1
r2
s
t
u
v
w
B
A
600
450
1450
1100
400
300
650
500
5
4
15
12
88
66
60DM 80DM
64
48
205
150
200DN 240DN
60
45
237
185
297
220
60
40
60EN
45EN
58
45
120CN 160CN
45DN 60DN
v
PM
w
u
FRI
t
u
R9-1-1
Notes:
1. Sign may be erected using separate plates, if desired.
2. Speed limit (R4-1) shall only be 30.
3. Sign to be used as a trial only by Queensland Transport.
Colour Legend
Retroreflective white
Retroreflective red
Black
SCHOOL TRIAL SPEED SIGN
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 11/01
Checked
KB 11/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/12/01
Date
TC1339
A B
NOTES
TC2239 (double sided) end mounted
using Type 1 Street Sign brackets on
same post as R5-35(R) modified.
TC2239_1
FOR HELP
CALL
13 19 40
TC2239_2
(optional)
EMERGENCY
STOPPING
BAY
1.
Where the distance between Emergency Stopping Bays exceeds 1km, the advance
guide sign TC9749_2 is to be placed 2km and 300m in advance of the bay, with
the appropriate distances indicated.
*2. The stopping bay width shown allows for a large car width plus wheelchair min.
turnaround space and clearances. Where cross section width is limited, this may be
reduced to 3.5m which allows wheelchair access but no turnaround.
3.
The area in the immediate vicinity of the telephone should be illuminated to a min. of
5 lux. Where existing route lighting or roadside lighting is inadequate, additional
lighting will need to be installed to meet this level.
4.
Where guardrail is warranted, the approach to the bay is to be constructed as shown
in the detail. A space of 1.8m to 2.0m is to be provided between the guardrails at
the phone location to allow wheelchair turnaround.
Correct Type 1 terminal (or compliant device) must be installed.
5.
Any existing site identity plates should be removed and replaced with TC2239_2 plates.
5432
EMERGENCY
STOPPING
BAY
*
m
AHEAD
EMERGENCY
TC2239 (double sided),R5-35(R)
modified and Site Ident. sign.
USE
EXCEPTED
TC9749_2
Refer Note 2
SIGNS COMBINATION ON SAME POST
INSTALLED ON SHOULDER EDGE
R5-58-Q01(R)
R5-58-Q01(R)
4
EMERGENCY
USE
R5-58-Q01(R)
EXCEPTED
1.5
1.9
1.6
5.0
The emergency bay is to be
sealed to the shoulder hinge
point to facilitate wheelchair
access.
General wheelchair
access
APPROVED AS OFFICIAL TRAFFIC SIGN
Infrastructure Management & Delivery Division
1/02/17
Designed
TV 10/16
Checked
DJ 10/16
Scale
Not to Scale
PRINCIPAL ENGINEER
(Traffic Engineering)
Date
EMERGENCY STOPPING BAY(NO PHONE) TC1340_1
Page 1 of 4
LAYOUT, PAVEMENT MARKINGS & SIGNS
F G H
TC2239 (double sided) end mounted
using Type 1 Street Sign brackets on
same post as R5-35(R) modified.
TC2239_1
TC2239_2
(optional)
FOR HELP
CALL
NOTES
1.
Where the distance between Emergency Stopping Bays and Telephones exceeds 1km,
the advance guide sign TC9749_2 is to be placed 2km and 300m in advance of the
bay, with the appropriate distances indicated.
*2. The stopping bay width shown allows for a large car width plus wheelchair min.
turnaround space and clearances. Where cross section width is limited, this may be
reduced to 3.5m which allows wheelchair access but no turnaround.
13 19 40
3.
The area in the immediate vicinity of the telephone should be illuminated to a min. of
5 lux. Where existing route lighting or roadside lighting is inadequate, additional
lighting will need to be installed to meet this level.
5432
4.
Where guardrail is warranted, the approach to the bay is to be constructed as shown
in the detail. A space of 1.8m to 2.0m is to be provided between the guardrails at
the phone location to allow wheelchair turnaround.
5.
Any existing site identity plates should be removed and replaced with TC2239_2 plates.
EMERGENCY
USE
EMERGENCY
STOPPING
BAY
EMERGENCY
STOPPING
BAY
*
m
AHEAD
TC2239 (double sided),R5-35(R)
modified and Site Ident. sign.
EXCEPTED
TC9749_2
Refer Note 2
SIGNS COMBINATION ON SAME POST
INSTALLED ON SHOULDER EDGE
R5-58-Q01(R)
5.0
TREATMENT WHERE GUARDRAIL OR NOISE BARRIERS ARE WARRANTED
Refer Note 4
R5-58-Q01(R)
EMERGENCY
USE
R5-58-Q01(R)
EXCEPTED
1.5
1.9
1.6
5.0
The emergency bay is to be
sealed to the shoulder hinge
point to facilitate wheelchair
access.
20.0
N.T.S.
General wheelchair
access
APPROVED AS OFFICIAL TRAFFIC SIGN
Infrastructure Management & Delivery Division
1/02/17
Designed
TV 10/16
Checked
DJ 10/16
Scale
Not to Scale
PRINCIPAL ENGINEER
(Traffic Engineering)
Date
EMERGENCY STOPPING BAY( NO PHONE)
FOR MOTORWAYS
LAYOUT, PAVEMENT MARKINGS & SIGNS
TC1340_2
Page 2 of 4
F G H
G7-13 (double sided) end mounted
using Type 1 Street Sign brackets on
same post as R5-35(R) modified.
HELP
PHONE
TC2239_2
(optional)
TC9750_2
EMERGENCY
STOPPING
BAY &
NOTES
1.
For details of Help Telephone and Stand refer TC9799.
2.
Where the distance between Emergency Stopping Bays and Telephones exceeds 1km, the
advance guide sign TC9749_1 is to be placed 2km and 300m in advance of the bay,
with the appropriate distances indicated.
3.
Pedestrian indicator sign GE7-8 to be erected parallel to the road and spaced in the
range of 200m on urban freeways to 1km on rural freeways. A distance plate GE7-9
shall under each sign.
*4. The stopping bay width shown allows for a large car width plus wheelchair min.
turnaround space and clearances. Where cross section width is limited, this may be
reduced to 3.5m which allows wheelchair access but no turnaround.
5.
The area in the immediate vicinity of the telephone should be illuminated to a min. of 5
lux. Where existing route lighting or roadside lighting is inadequate, additional lighting will
need to be installed to meet this level.
6.
Where guardrail is warranted, the approach to the bay is to be constructed as shown in
the detail. A space of 1.8m to 2.0m is to be provided between the guardrails at the
phone location to allow wheelchair turnaround.
Correct Type 1 terminal (or compliant device) must be installed.
7.
Any existing site identity plates should be removed and replaced with TC2239_2 plates.
5432
EMERGENCY
STOPPING
BAY &
*
m
AHEAD
EMERGENCY
G7-13 (double sided),R5-35(R)
modified and Site Ident. sign.
USE
EXCEPTED
TC9749_1
Refer Note 2
SIGNS COMBINATION ON SAME POST
INSTALLED ON SHOULDER EDGE
Help Telephone
(Refer Note 1)
EMERGENCY
USE
TC9750_2
EXCEPTED
1.5
1.9
1.6
5.0
The emergency bay is to be
sealed to the shoulder hinge
point to facilitate wheelchair
access.
General wheelchair
access
APPROVED AS OFFICIAL TRAFFIC SIGN
Infrastructure Management & Delivery Division
1/02/17
Designed
RH 11/01
Checked
PC 08/06
Scale
Not to Scale
PRINCIPAL ENGINEER
(Traffic Engineering)
Date
EMERGENCY STOPPING BAY & PHONE
TC1340_3
Page 3 of 4
LAYOUT, PAVEMENT MARKINGS & SIGNS
F G H
G7-13 (double sided) end mounted
using Type 1 Street Sign brackets on
same post as R5-35(R) modified.
HELP
NOTES
1.
For details of Help Telephone and Stand refer TC9799.
2.
Where the distance between Emergency Stopping Bays and Telephones
exceeds 1km, the advance guide sign TC9749_1 is to be placed 2km and 300m in
advance of the bay, with the appropriate distances indicated.
3.
Pedestrian indicator sign GE7-8 to be erected parallel to the road and spaced in the
range of 200m on urban freeways to 1km on rural freeways. A distance plate GE7-9
shall under each sign.
PHONE
EMERGENCY
STOPPING
BAY &
*
m
AHEAD
*4. The stopping bay width shown allows for a large car width plus wheelchair
min. turnaround space and clearances. Where cross section width is limited,
this may be reduced to 3.5m which allows wheelchair access but no turnaround.
TC2239_2
(optional)
5432
5.
The area in the immediate vicinity of the telephone should be illuminated to
a min. of 5 lux. Where existing route lighting or roadside lighting is inadequate, additional
lighting will need to be installed to meet this level.
6.
Where guardrail is warranted, the approach to the bay is to be constructed
as shown in the detail. A space of 1.8m to 2.0m is to be provided
between the guardrails at the phone location to allow wheelchair turnaround.
7.
Any existing site identity plates should be removed and replaced with TC2239_2 plates.
EMERGENCY
TC9750_2
EMERGENCY
STOPPING
BAY &
USE
G7-13 (double sided),R5-35(R)
modified and Site Ident. sign.
EXCEPTED
TC9749_1
Refer Note 2
SIGNS COMBINATION ON SAME POST
INSTALLED ON SHOULDER EDGE
5.0
TREATMENT WHERE GUARDRAIL OR NOISE BARRIERS ARE WARRANTED
Refer Note 6
Help Telephone
(Refer Note 1)
EMERGENCY
USE
TC9750_2
EXCEPTED
1.5
1.9
1.6
5.0
The emergency bay is to be
sealed to the shoulder hinge
point to facilitate wheelchair
access.
20.0
N.T.S.
General wheelchair
access
APPROVED AS OFFICIAL TRAFFIC SIGN
Infrastructure Management & Delivery Division
1/02/17
Designed
RH 11/01
Checked
PC 08/06
Scale
Not to Scale
PRINCIPAL ENGINEER
(Traffic Engineering)
Date
EMERGENCY STOPPING BAY & PHONE
FOR MOTORWAYS
LAYOUT, PAVEMENT MARKINGS & SIGNS
TC1340_4
Page 4 of 4
F G H
a
r
d
W5-Q05
b
W8-7
W8-17-1
c
a
b
c
d
r
TC1341A
1000
1800
12
24
125
TC1341B
1250
2250
18
36
150
TC1341C
1500
2700
24
48
175
Colour Legend:
Retroreflective white (sign border)
Retroreflective red (sign background)
Black (warning signs legend and border)
Retroreflective yellow (warning signs background)
SPECIAL WARNING SIGN
“SOFT EDGES/WHEN WET/NEXT ...km”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 11/01
Checked
JD 11/01
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
29/11/01
Date
TC1341
A
3400
200
3000
200
R200
200
200
180
60
110
km h
ZONE
1800
320EM/
240LC
240
320EM
2200
240
20
ENDS 500 m
320DM/
240LC
180
200
200
Colour Legend
Retroreflective white (sign background)
Black (sign legend and border)
Retroreflective fluorescent orange (target board edge strip)
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 12/01
Checked
JD 12/01
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
6/12/01
Date
ADVISORY SIGN
“110 km/h ZONE ENDS 500m” TC1342
WITH TARGET BOARD
A
a
r
k
DON T SPREAD
p
n
*
ELECTRIC ANTS
p
n
c
n
RESTRICTIONS APPLY
m
b
d
o
h
g
#
s
CALL 132523
f
c
e
t
TC1343A
TC1343B
t
e
c d
b
f
a
1800 1800 20 40 155 90DM
2400 2400 30 60 175 120DM
p
n
m
k
h
g
o
215 400 130 120DN 90 155 135DM
285 535 170 160DN 120 205 180DM
t
r
s
225 190 114
300 253 152
Notes
Colour Legend
Retroreflective white
Retroreflective red
Black
1. This sign may be used to indicate restrictions of soil movement in
declared pest ant location areas.
2. * Insert and centre on sign, the appropriate type of ant name. e.g.
ELECTRIC, FIRE or CRAZY, ANTS . Use alternate font for longer
ant type names.
3. # Insert appropriate telephone number. e.g. 132523
3. Symbols equally spaced on the sign. See page 2 for details.
4. Government logo in corporate colours
INFORMATION SIGN
“DON’T SPREAD ELECTRIC ANTS”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 05/09
Checked
DJ 05/09
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
ACTING PRINCIPAL ENGINEER
(Traffic Engineering)
16/12/13
Date
TC1343
Page 1 of 2
A B C D
Colour Legend
Retroreflective white
Retroreflective red
Black
SYMBOL DETAILS
INFORMATION SIGN
“SYMBOL DETAILS”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 05/09
Checked
DJ 05/09
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
ACTING PRINCIPAL ENGINEER
(Traffic Engineering)
16/12/13
Date
TC1343
Page 2 of 2
A B C D
3200
LOGO
(if appropriate)
R200
MESSAGE #1
(including TQ Regional Branding)
600
1800
IMAGE #2
400
1200
160ModE/
120LC
250
R
R50
#3
Notes:
1. Message #1 - Class 2 retroreflective lettering and background e.g. “WELCOME TO OUTBACK QLD”.
2. Message #2 - single high resolution image, Class 2 retroreflective (image provided by Tourism and Events Queensland).
3. #3 - Class 1 retroreflective white legend and border on Class 1 retroreflective blue background.
4. * - Insert appropriate destination name. If it is longer than the space allowed, contact Transport and Main Roads, Email:[email protected] for alternative design.
5. ** - Insert appropriate distance in kilometres.
6. Protective overlay film recommended for #1 and #2.
7. Each regional gateway tourist sign must be approved by Director Traffic Engineering & Data, Department of Transport and Main Roads.
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 12/01
Checked
ND 09/03
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
23/4/14
Date
REGIONAL GATEWAY
TOURIST SIGN
TC1344
A B C D E
a
r1
d
d
q
Welcome to
p#
o
TOWN NAME
1
Welcome to
n#
MISSION BEACH
m
b
Image
k
Mission Beach
Example
r2
h
e
e
c
2
2
f
3
Colour Legend
g
Retroreflective white
Retroreflective blue
Retroreflective yellow
TC1345_1A
TC1345_1B
TC1345_1C
(Single lane
roadway)
(Dual lane
roadway)
(Motorway)
b
c
d
a
2400 1200 400 20
3600 1800 600 30
4800 2400 800 40
e
f
g
h
k
m
16 250 140ModE / 105LC 40 730 50
24 375 210 Mod E / 160LC 60 1095 75
32 500 280 Mod E / 210LC 80 1460 100
Notes:
1. This sign may be installed as an alternative to the MUTCD G6-1 Town Name sign. If an image is not
required and the town is not a state strategic touring route, TC1692 may be used in lieu.
2. *1 - Insert appropriate town name. Text to be Helvetica Bold or equivalent. If the name is longer than the
space allowed, email [email protected] for assistance.
3. *2 - Insert appropriate destination name of the next accredited Visitor Information Centre (VIC) which
may be the same as the town name above. If it is longer than the space allowed, email
[email protected] for assistance.
4. *3 - Insert appropriate distance to the VIC in kilometres.
5. The visitor information centre panel must be installed with the town welcome sign except in the following
situations where it may be omitted if desired:
A. The welcome sign is located on a road other than a state strategic touring route.
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 12/01
Checked
DJ 03/08
Scale
Not to Scale
n
o
p q
r1 r2
140 55 95 90 200 50
210 85 140 135 300 75
280 110 190 180 400 100
B. There is no VIC on the route the sign is located on, in that direction of travel. In this case and if this
panel is still desired, then signage to the VIC from this route must be provided.
6. The white on blue roman “i” is not to be used as a substitute for the yellow italic “i”.
7. # - Text to be Helvetica Bold or equivalent.
8. Image is to be a single high resolution image.
9. The image must be approved and supported by both the relevant Regional Tourism Organisation (RTO)
and local government.
10. Image to be printed on a transparent overlay on a Class 1W retroreflective white background.
11. Protective overlay film is recommended for this sign (excluding the VIC panel).
12. Where single lane, dual lane and motorway signs are required, utilise TC1345_1A, TC1345_1B and
TC1345_1C signs respectively.
13. Where signs with a tourist slogan may be required, refer to Page 2.
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
20/7/15
Date
TOWN WELCOME SIGN
TC1345_1
WITH IMAGE ONLY
Page 1of 2
J K L M
a
r1
d
d
o
Welcome to
s #1
q
TOWN NAME
1
Tourist Slogan
2
p
Welcome to
MALENY
#1
Discover the Magic
o
n #2
m
b
Montville
Image
15
k
Example
Colour Legend
r2
e
e
c
3
f
4
h
Retroreflective white
g
Retroreflective blue
Retroreflective yellow
TC1345_2A
TC1345_2B
TC1345_2C
(Single lane
roadway)
(Dual lane
roadway)
(Motorway)
a
b
c
d
2400 1400 400 20
3600 2100 600 30
4800 2800 800 40
e
f
g
h
k
m
16 250 140ModE / 105LC 40 730 60
24 375 210 Mod E / 160LC 60 1095 90
32 500 280 Mod E / 210LC 80 1460 120
Notes:
1. This sign may be installed as an alternative to the MUTCD G6-1 Town Name sign. If an image is not
required and the town is not a state strategic touring route, TC1692 may be used in lieu.
2. *1 - Insert appropriate town name. Text to be Helvetica Bold or equivalent. If the name is longer than
the space allowed, email [email protected] for assistance.
3. *2 - Insert appropriate tourist slogan. Text to be Helvetica or equivalent. The tourist slogan must be
approved and supported by both the relevant Regional Tourism Organisation (RTO) and local
government.
4. *3 - Insert appropriate destination name of the next accredited Visitor Information Centre (VIC) which
may be the same as the town name above. If the name is longer than the space allowed, email
[email protected] for assistance.
5. The visitor information centre panel must be installed with the town welcome sign except in the
following situations where it may be omitted if desired:
A. The welcome sign is located on a road other than a state strategic touring route.
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 12/01
Checked
DJ 03/08
Scale
Not to Scale
r2
r1
s
n
o
p q
100 90 140 55 95 200 50
150 135 210 85 140 300 75
200 180 280 110 190 400 100
B. There is no VIC on the route the sign is located on, in that direction of travel. In this case and if this
panel is still desired, then signage to the VIC from this route must be provided.
6. The white on blue roman “i” is not to be used as a substitute for the yellow italic “i”.
7. *4 - Insert appropriate distance to the VIC in kilometres.
8. #1 - Text to be Helvetica Bold or equivalent.
9. #2 - Text to be Helvetica or equivalent.
10. Image is to be a single high resolution image.
11. The image must be approved and supported by both the relevant Regional Tourism Organisation (RTO)
and local government.
12. Image to be printed on a transparent overlay on a Class 1W retroreflective white background.
13. Protective overlay film is recommended for this sign (excluding the VIC panel).
14. Where single lane, dual lane and motorway signs are required, utilise TC1345_2A, TC1345_2B and
TC1345_2C signs respectively.
15. Where signs without a tourist slogan may be required, refer to Page 1.
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
20/7/15
Date
TOWN WELCOME SIGN
TC1345_2
WITH IMAGE &
TOURIST SLOGAN
Page 2 of 2
J K L M
n
m
h
m
k
n
260 238 116 178
325 298 145 222
Size A - 600 x 600
Size B - 750 x 750
Size C - 900 x 900
h
390 357 174 267
Size D - 1200 x 1200 520 476 232 356
k
WARNING PLATE
a
r
e
d
NARROW
f
BRIDGE
f
b
c
a
g
e
b
c
d
e
f
g
r
Size A 600 400 8 24 75 100CN 50 40
Size B 750 500 10 30 94 125CN 62 50
Size C 900 600 12 36 112 150CN 76 60
Size D 1200 800 16 48 150 200CN 100 75
SUPPLEMENTARY PLATE
Colour Legend:
Black (legend and border)
Retroreflective yellow (background)
Application: Used to supplement standard signing
arrangements at locations where there has been a history
of side swipe crashes or complaints of near misses
(generally limited to bridges on more heavily trafficked
routes with high proportions of heavy vehicles).
SPECIAL WARNING SIGN
“NARROW BRIDGE”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
JD 02/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
7/02/02
Date
TC1346_1
Page 1 of 2
A B
2200
1350
R175
150
48
800
1400
140
NARROW BRIDGE
24
160DM
150
Colour Legend:
Black (legend and border)
Retroreflective yellow (background)
Application: Used to supplement standard signing
arrangements at locations where there has been a history
of side swipe crashes or complaints of near misses
(generally limited to bridges on more heavily trafficked
routes with high proportions of heavy vehicles). TC1346_2
can be used in lieu of TC1346_1 where a higher impact
device is required.
SPECIAL WARNING SIGN
“NARROW BRIDGE”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
JD 02/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
7/02/02
Date
TC1346_2
Page 2 of 2
A B
a
r
e
d
BCC BUSES
h
g
b
c
TC1347A
TC1347B
TC1347C
EXCEPTED
f
e
a
450
600
750
b
c
300 6
400 8
500 10
f
d
e
60DN
18 66
24 88 80DN
30 110 100DN
g
48
64
80
h
r
60CN 45
80CN 60
100CN 75
Colour Legend
Black
Retroreflective white
SUPPLEMENTARY PLATE
“BCC BUSES EXCEPTED”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
KB 01/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/01/02
Date
TC1347
A
a
y
r
x
d
w
h
CLEARWAY
v
u
h
t
a2
C
a1
SPECIAL
q
k
o
m
p
n
q
23 60CN 60DN 85DN 55 65CN
35 90CN 90DN 127DN 82 98CN
s
q
EVENT
p
AT ALL
TIMES
b
a
b
c d e
f
g h
TC1348A 600 1300 6 18 30 170 10 12
TC1248B 900 1950 9 27 45 255 15 18
v
u
x
s
t
w
r
50 40 60 65DN 25 150 36
75 60 90 98DN 37 225 54
o
e
o
INCLUDING
SHOULDER
h
y
z
465 350
698 525
e
n
e
n
e
m
k
g
a2
a1
230 180DN
345 270DN
f
c
e
z
Colour Legend
Black
Retroreflective white
Retroreflective red
Notes:
1. * Insert appropriate dates e.g. 27 FEB - 6 MAR.
2. This sign is erected prior to the event in accordance with the provisions
of the Queensland Manual of Uniform Traffic Control Devices, Part 11
Clause 4.3.
3. Refer TC1349 for End Clearway design details.
REGULATORY SIGN
“CLEARWAY - SPECIAL EVENT”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
JD 01/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
15/01/02
Date
TC1348
A
a
r
q
END
d
p
o
b
t
C
s
SPECIAL
m
n
m
EVENT
h
k
g
f
c
e
u
t
n
r q
p
m
g h k
f
a
b
c d e
o
u
s
TC1349A 600 700 6 18 30 170 10 12 60 65CN 40 78 120EM 50 50 230 180DN 350
TC1249B 900 1050 9 27 45 255 15 18 90 98CN 60 116 180EM 75 75 345 270DN 525
Colour Legend
Black
Retroreflective white
Retroreflective red
Notes:
1. This sign is erected prior to the event in accordance with the
provisions of the Queensland Manual of Uniform Traffic Control
Devices, Part 11 Clause 4.3.
2. Refer TC1348 for Start Clearway design details.
REGULATORY SIGN
“END CLEARWAY - SPECIAL EVENT”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
JD 01/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
15/01/02
Date
TC1349
A
a
w
r
v
d
u
h
t
h
S
y
s
n
AREA
b
q
p
AT ALL
TIMES
o
e
o
h
n
m
k
g
f
c
e
x
a
b
o
c d e
f
g h k
m
p
n
q
TC1350A 450 1000 4 12 22 128 8 8 17 45CN 40 70DN 38 85EM
TC1250B 600 1300 6 18 30 170 10 12 23 60CN 40 90DN 50 110EM
v
y
x
w
u
s
t
r
40 232 20 112 27 348 262 158EN
50 310 25 150 36 465 350 210EN
Colour Legend
Black
Retroreflective white
Retroreflective red
Notes:
1. * Insert appropriate dates e.g. 27 FEB - 6 MAR.
2. This sign is erected prior to the event in accordance with the provisions of
the Queensland Manual of Uniform Traffic Control Devices, Part 11
Clause 5.3.
3. Refer TC1351 for End No Stopping Area design details.
REGULATORY SIGN
“NO STOPPING AREA - SPECIAL EVENT”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
JD 01/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
15/01/02
Date
TC1350
A
a
r
p
d
s
b
END
m
S
o
n
n
AREA
m
h
k
g
f
c
e
q
a
o
r
b
c d e
s
f
g h k
m
p
q
n
TC1351A 450 750 4 12 22 128 8 8 30 82EM 26 285 53 262 40 195EN
TC1251B 600 1000 6 18 30 170 10 12 40 110EM 35 380 68 350 50 260EN
Colour Legend
Black
Retroreflective white
Retroreflective red
Notes:
1. This sign is erected prior to the event in accordance with the
provisions of the Queensland Manual of Uniform Traffic
Control Devices, Part 11 Clause 5.3.
2. Refer TC1350 for Start No Stopping Area design details.
REGULATORY SIGN
“END NO STOPPING AREA - SPECIAL EVENT”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
JD 01/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
15/01/02
Date
TC1351
A
2400
240
540
R150
240
36
120
NATIONAL
FOLLOW
1200
in
18
240
A2
180EM/
120LC
180
2002
180EM/
120LC
102
18
75
2002 - YEAR OF THE OUTBACK
Colour Legend
410
670
100DN
125
D
E
T
E
L
4
E
D 0/1
1
Notes:
1. Sign to be located for west-bound travellers only, on
the departure side of the following towns:
• At the End of Metroad 2 - the Ipswich
Motorway (Start of the A2 / End of Metroad 2).
• Toowoomba.
• Miles.
• Roma.
• Morven.
• Augathella.
• Barcaldine.
• Winton.
• Cloncurry.
• Mt lsa.
2. For optional post-2002 treatment refer page 2.
Retroreflective white
Retroreflective green
Retroreflective yellow
Retroreflective brown
OUTBACK PROMOTION SIGN
“FOLLOW A2 in 2002”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
ND 01/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
17/01/02
Date
TC1352
Page 1 of 2
A
1200
220
PLATE #1
1160
D
E
T
E
L
4
E
D 0/1
1
GATEWAY TO
120
100DN
PLATE #2
NATIONAL
FOLLOW
Overlay with
PLATE #1
in
Overlay with
PLATE #2
A2
2002
2002 - YEAR OF THE OUTBACK
NATIONAL
A2
FOLLOW
Colour Legend
in
Retroreflective green
2002
GATEWAY
2002
- YEAR TO
OF THE OUTBACK
Retroreflective brown
OPTIONAL POST-2002 SIGN
OPTIONAL POST-2002
TREATMENT
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
ND 01/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
17/01/02
Date
TC1352
Page 2 of 2
A
a
c
ALT
e
c
b
d
c
STANDARD FORMAT
Emblem
No.
NA - 1
NA - 2
NA - 3
NA - 4
NA - 5
NA - 6
NA - 7
NA - 8
NA - 9
NA - 10
a
b
c
288
336
384
432
480
576
672
768
864
960
264
308
352
396
440
528
616
704
792
880
24
28
32
36
40
48
56
64
72
80
d
(ModE)
120
140
160
180
200
240
280
320
360
400
e
(EM)
72
84
96
108
120
144
168
192
216
240
Notes
1. * Insert appropriate letter and numeral(s) depending on route identity.
2. For free standing shield refer TC1404.
3. For narrow format refer page 2.
Colour Legend
ALT
A2
Retroreflective green (background)
EXAMPLE
Retroreflective yellow (legend)
OVERLAY PLATE FOR
ALTERNATIVE ROUTE MARKER
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
JD 01/03
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
23/01/03
Date
TC1353
Page 1 of 2
A B
a
c
ALT
f
e
b
d
c
NARROW FORMAT
Emblem
No.
NAN - 1
NAN - 2
NAN - 3
NAN - 4
NAN - 5
NAN - 6
NAN - 7
NAN - 8
NAN - 9
NAN - 10
a
b
c
220
250
290
320
350
420
490
560
630
700
250
290
330
370
410
490
570
650
730
810
13
15
17
18
20
23
27
32
34
36
d
(DN)
120
140
160
180
200
240
280
320
360
400
e
32
36
40
46
50
60
68
80
86
98
f
(DN)
72
84
96
108
120
144
168
192
216
240
Note: * Insert appropriate letter and numeral(s) depending on route identity.
ALT
Retroreflective green (background)
A2
Retroreflective yellow (legend)
EXAMPLE
Colour Legend
OVERLAY PLATE FOR
ALTERNATIVE ROUTE MARKER
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 01/02
Checked
JD 01/03
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
23/01/03
Date
TC1353
Page 2 of 2
A B
a
r
e
U-TURNS
d
g
f
PROHIBITED
g
f
AT SIGNALS
b
g
f
UNLESS SIGNED
g
f
c
OTHERWISE
g
e
a
b
e
f
c d
A 1050 900 10 30 89 68
B 1400 1200 15 45 120 90
g
90DN
120DN
r
100
150
Application: For use in advance of signalised intersections to ‘remind’ motorists
that U-turns are prohibited by regulation.
Colour Legend
Black (legend)
Retroreflective yellow (background)
ADVANCE INFORMATION SIGN
“U-TURNS PROHIBITED AT SIGNALS
UNLESS SIGNED OTHERWISE”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 02/02
Checked
KB 02/02
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
17/04/02
Date
TC1354
A B
a
r
e
U-TURN
FACILITY
* m
AHEAD
d
b
c
A
B
C
a
600
750
900
b
e
f
c d
600 10 30 74 44
750 10 30 91 56
900 15 45 111 66
g
f
g
f
h
f
g
e
g
r
80D 50
100D 50
120D 100
Application: For use• In advance of a U-Turn facility where signing arrangements may have changed (either as a result of
corrective action to remove an R2-5 which has been installed contrary to the MUTCD or where
previously permitted turns are no longer permitted); or
• In advance of locations where there is a high demand for U-turns being undertaken by motorists
unfamiliar with the area (intersections with history of illegal U-turn movements and alternative
opportunity exists further on in reasonable proximity).
• If the facility is not suitable for long vehicles, use it in conjunction with TC1972 or TC9730.
Colour Legend
Black (legend)
Retroreflective yellow (background)
Note:
1. * Insert appropriate distance.
2. For an advance sign, installed prior to an
intersection indicating that a U-Turn facility is
located after the traffic signals, refer to page 2.
INFORMATION SIGN
“U-TURN FACILITY ...m AHEAD”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 11/07
Checked
DJ 11/07
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
28/09/16
Date
TC1355_1
Page 1 of 2
E F
a
r
e
U-TURN
FACILITY
AFTER
SIGNALS
d
b
c
A
B
C
a
600
750
900
b
e
f
c d
600 10 30 74 44
750 10 30 91 56
900 15 45 111 66
g
f
g
f
g
f
g
e
g
r
80D 50
100D 50
120D 100
Application: For use• In advance of a U-Turn facility that is located after a signalised intersection and where signing
arrangements may have changed (either as a result of corrective action to remove an R2-5 which
has been installed contrary to the MUTCD or where previously permitted turns are no longer
permitted); or
• In advance of locations where there is a high demand for U-turns being undertaken by motorists
unfamiliar with the area (intersections with history of illegal U-turn movements and alternative
opportunity exists in reasonable proximity).
• If the facility is not suitable for long vehicles, use it in conjunction with TC1972 or TC9730.
Colour Legend
Black (legend)
Retroreflective yellow (background)
Note:
1. This sign may be installed in advance of an
intersection to indicate a U-Turn facility is located
after the traffic signals
2. For an advance sign indicating the distance to
the U-Turn facility, refer to page 1.
INFORMATION SIGN
“U-TURN FACILITY AFTER SIGNALS”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 11/07
Checked
DJ 11/07
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
28/09/16
Date
TC1355_2
Page 2 of 2
E F
2150
R150
100
10
1100
ROAD SUBJECT TO
120EN
FLOODING
180EM
90
90
INDICATORS SHOW DEPTH
120DN
70
20
80
LOOSE SAND
30
120DM
110
Colour Legend
Black (legend and border)
Retroreflective white (top panel background)
Retroreflective yellow (bottom panel patch background)
TRAFFIC INSTRUCTION SIGN
“ROAD SUBJECT TO FLOODING
INDICATORS SHOW DEPTH - LOOSE SAND“
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 02/02
Checked
KB 02/02
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
5/02/02
Date
TC1356
A
600
600
201
176
R75
R75
60
50
24
24
176
201
54
39
700
700
360
360
12
12
50
50
360
360
Note: Arrow may be left or right.
600
600
320
360
R75
R75
60
60
24
24
176
END
120EM
70
54
700
700
360
360
12
12
90
50
360
Colour Legend
Retroreflective brown
Retroreflective white
Retroreflective yellow
TOURIST ROUTE MARKER PLATES
“COBB & CO TOURIST DRIVE“
Planning, Design & Operations Division
Traffic Engineering Section
Designed
RH 03/02
Checked
DJ 05/07
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
15/05/07
Date
TC1357
A B
r
c
a
b
a
b
c
r
A
600
8
24
40
B
750
10
30
50
C
900
12
36
60
D
1200
16
48
80
Colour Legend
Black
Retroreflective yellow
WARNING SIGN
“FORKLIFT (SYMBOLIC)”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 03/02
Checked
ND 03/02
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
12/03/02
Date
TC1358
A
TC1359-1
TC1359-2
TC1359-3
TC1359-4
TC1359-5
TC1359-6
TC1359-7
TC1359-8
TC1359-9
TC1359-10
TC1359-11
TC1359-12
TC1359-13
TC1359-14
TC1359-15
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
Notes
1.This group of signs are used to indicate lane status
at roadworks.
2. All signs to be used with relevant multi-message
signs. Refer to examples on page 2
3. For individual sign details refer to pages 3 to 15.
MULTI-MESSAGE SIGN PLATES
“LANE STATUS”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 03/02
Checked
KB 03/02
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359
Page 1 of 17
E F G
TC1359_3
TC1844_1
TC1359_6
TC1359_6
MERGE LEFT
TC1359_3
MERGE RIGHT
TC1844_2
4 Lane Road
TC1359_3
TC1844_1
TC1359_2
MERGE LEFT
TC1359_4
TC1359_3
TC1359_1
MERGE RIGHT
TC1359_2
TC1359_1
TC1844_2
TC1359_5
3 Lane Road
TC1844_1
TC1843_2
MERGE LEFT
MERGE
MERGE RIGHT
TC1359_1
TC1843_1
MERGE
TC1359_2
LEFT
RIGHT
TC1174
2 Lane Road
TC1844_2
TC1174
TC1359_2
60
TC1844_1
MERGE LEFT
TC1217
TC1359_1
60
MERGE RIGHT
TC1359_9
40
TC1217
TC1844_2
TC1217
TC1174
TC1359_14
TC1359_8
TC1359_12
TC1359_5
Intersection
TC1174
TC1174
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
EXAMPLES”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 07/10
Checked
DJ 07/10
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359
Page 2 of 17
E F G
600
50
240
104
146
60
100
174
80
46
600
400
183
25
117
143
53
242
100
57 105
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
LEFT LANE CLOSED”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 03/02
Checked
KB 03/02
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_1
Page 3 of 17
E F G
600
60
146
104
240
50
100
174
80
46
600
400
183
25
117
105 57
242
53
100
143
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
RIGHT LANE CLOSED”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
RH 03/02
Checked
KB 03/02
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_2
Page 4 of 17
E F G
600
106
146
96
146
106
100
400
600
25
100
150
57
186
57
150
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
TWO LANES OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 07/10
Checked
DJ 07/10
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_3
Page 5 of 17
E F G
600
348
106
146
100
400
600
25
100
393
Colour Legend
57
150
Note
Black (symbol & border)
Retroreflective yellow (background)
1. This sign plate can only be used on
three(3) lane sections of road or as
directional arrows in accordance with
examples set out in TC1910.
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
SINGLE RIGHT LANE OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 07/10
Checked
DJ 07/10
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_4
Page 6 of 17
E F G
600
106
146
348
100
400
600
25
100
150
57
Colour Legend
393
Note
Black (symbol & border)
Retroreflective yellow (background)
1. This sign plate can only be used on
three(3) lane sections of road or as
directional arrows in accordance with
examples set out in TC1910.
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
SINGLE LEFT LANE OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 07/10
Checked
DJ 07/10
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_5
Page 7 of 17
E F G
600
50
240
20
240
50
174
80
46
600
183
25
117
143
53
208
53
143
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
TWO LANES CLOSED”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 07/10
Checked
DJ 07/10
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_6
Page 8 of 17
E F G
600
50
240
174
80
46
600
183
25
117
53
Colour Legend
143
Note
1. This sign plate can only be used on
three(3) lane sections of road.
Black (symbol & border)
Retroreflective yellow (background)
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
SINGLE RIGHT LANE CLOSED”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 02/11
Checked
DJ 02/11
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_7
Page 9 of 17
E F G
600
50
240
174
80
46
600
183
25
117
143
53
Colour Legend
Note
1. This sign plate can only be used on
three(3) lane sections of road.
Black (symbol & border)
Retroreflective yellow (background)
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
SINGLE LEFT LANE CLOSED”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 02/11
Checked
DJ 02/11
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_8
Page 10 of 17
E F G
600
106
146
96
146
106
100
400
600
25
100
150
57
186
57
150
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
TWO WAY OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 08/13
Checked
DJ 08/13
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_9
Page 11 of 17
E F G
600
50
205
55
240
50
174
174
80
146
46
600
163
183
92
117
25
202
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
53
149
53
143
Notes
1. This sign to be used where a left turn is open
and straight through lane which is closed.
2. For right turn option refer to TC1359_11.
3. For locations where there is a dedicated left
turn lane open, refer to TC1359_12.
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
LEFT TURN LANE OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 11/13
Checked
DJ 11/13
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_10
Page 12 of 17
E F G
600
50
240
55
205
50
174
174
80
146
46
600
183
163
117
92
143
53
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
149
53
202
25
Notes
1. This sign to be used where a right turn is open
and straight through lane which is closed.
2. For left turn option refer to TC1359_10.
3. For locations where there is a dedicated right
turn lane open, refer to TC1359_13.
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
RIGHT TURN LANE OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 11/13
Checked
DJ 11/13
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_11
Page 13 of 17
E F G
600
50
205
55
240
50
174
174
80
146
46
600
53
20
40
50
183
92
117
25
75
127 53
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
149
53
143
Notes
1. This sign to be used in advance of an open
dedicated left turn lane at an intersection and
straight through lane which is closed.
2. For right turn option refer to TC1359_13.
3. For non dedicated left turn open option, refer to
TC1359_10.
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
LEFT TURN LANE AT INTERSECTION OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 11/13
Checked
DJ 11/13
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_12
Page 14 of 17
E F G
600
50
240
55
205
50
174
174
80
146
46
600
183
53
20
40
50
117
92
143
53
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
149
53 127
75
25
Notes
1. This sign to be used in advance of an open
dedicated right turn lane at an intersection and
straight through lane which is closed.
2. For left turn option refer to TC1359_12.
3. For non dedicated right turn open option refer to
TC1359_11.
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
RIGHT TURN LANE AT INTERSECTION OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 11/13
Checked
DJ 11/13
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_13
Page 15 of 17
E F G
600
50
205
55 59 146
85
100
174
146
400
600
53
20
40
50
92
100
25
75
127 53
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
160
57 128
Notes
1. This sign to be used in advance of an open
dedicated left turn lane at an intersection and
straight through lane which is open.
2. For right turn option refer to TC1359_15.
3. For closed through lane option, refer to
TC1359_12.
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
LEFT TURN LANE AT INTERSECTION OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 11/13
Checked
DJ 11/13
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_14
Page 16 of 17
E F G
600
85
146 59 55
205
50
100
174
146
400
600
53
20
40
50
92
100
128 57
Colour Legend
Black (symbol & border)
Retroreflective yellow (background)
160
53 127
75
25
Notes
1. This sign to be used where a right turn is open
and straight through lane which is open.
2. For left turn option refer to TC1359_14.
3. For closed through lane option, refer to
TC1359_13.
MULTI-MESSAGE SIGN PLATE
“LANE STATUS
RIGHT TURN LANE OPEN”
Department of Transport and Main Roads
Infrastructure Management & Delivery Division
Designed
TV 11/13
Checked
DJ 11/13
Scale
Not to Scale
APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
11/05/17
Date
TC1359_15
Page 17 of 17
E F G
r
a
c
d
b
e
f
d
e
f
g
g
r
a
b
c
A
600
8
24
305 203 281 200 40
B
750
10
30
381 254 351 250 50
C
900
12
36
457 304 421 300 60
D
1200
16
48
610 406 562 400 80
Colour Legend
Black (legend and border)
Retroreflective fluorescent yellow (background)
MOTORCYCLE WARNING SIGN
“SLIPPERY PATH FOR MOTORCYCLISTS”
Traffic & Road Use Management Division
Traffic Engineering Section
Designed
RH 03/06
Checked
JD 12/03
Scale
Not to Scale
ORIGINAL APPROVED AS OFFICIAL TRAFFIC SIGN
PRINCIPAL ENGINEER
(Traffic Engineering)
07/03/06
Date
TC1360
A B C