“G” Q-Series#

OVERHEAD SIGN ON STRUCTURES

a	b	c	d	e	f	g	h	k	m	n	o	r
A	3000	750	90	100Em	120	320D	750	270	20	30	345	345	50
B	3600	900	108	120Em	146	380D	900	324	24	36	414	414	60
C	4500	1125	135	150Em	180	480D	1125	405	30	45	517	518	75

varies 100 * VUCETIC HIGHWAY 400 200E 100 100 100 EXAMPLE

Colour Legend Retroreflective white Black

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 09/01/19 PRINCIPAL ENGINEER Date (Traffic Engineering) G3-4-Q01 Designed RH 07/18 Checked DJ 01/19 Scale Not to Scale A B

STATE STRATEGIC TOURING ROUTE MARKER PLATES (INITIALS)

6 0 0 6 0 0 2 0 1 1 7 6 R75 R75 8 0 7 0 24 24 1 7 6 2 0 1 600 600 64 40 44 90 ACW ACW 1 2 0 E 1 2 0 E 12 12 4 0 4 0 8 0 8 0 4 6 0 m a x . 4 6 0 m a x . Note: Arrow may be left or right. 6 0 0 6 0 0 3 2 0 R75 R75 8 0 1 0 0 24 24 END 1 7 6 1 2 0 E 1 0 0 600 600 64 40 4 0 ACW ACW 1 2 0 E 1 2 0 E 12 12 4 0 4 0 8 0 8 0 4 6 0 m a x . 4 6 0 m a x . Notes: Colour Legend 1. Touring Route Initials Logo (e.g. ACW) to have Class 400 retroreflective white a 10 mm yellow border. Class 400 retroreflective brown 2. Insert appropriate logo, refer TL-Q02. 3. See page 9 for examples. Class 400 retroreflective yellow

Colour Legend Class 400 retroreflective white Class 400 retroreflective brown Class 400 retroreflective yellow

Department of Transport and Main Roads Infrastructure Management & Delivery Division ISSUED AS OFFICIAL TRAFFIC SIGN 10/11/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G8-9-Q01 1 _ Page 1 of 9 Designed RH 02/23 Checked DJ 11/25 Scale Not to Scale A B

View this figure on page 13 of the PDF ↗

STATE STRATEGIC TOURING ROUTE MARKER PLATES (ONE LOGO)p. 13

60 · 600 · 20 · 176 · R75 · R75 · 60 · 24 · 24 · 176 · 201 · 64 · 700 · 700 · Logo · Logo · 340 max. · 340 max. · 12 min. · 12 min. · 60 min. · 60 min. · 420 max. · 420 max. · Note: Arrow may be left or right. · 600 · 320 · 600 · R75 · R75 · 60 · 80 · 24 · 24 · END · 176 · 120E · 100 · 64 · 700 · 700 · Logo · Logo · 340 max. · 340 max. · 12 min. · 12 min. · 60 min. · 60 min. · 420 max. · 420 max. · Notes: · 1. State Strategic Touring Route logos to be sized to the maximum horizontal or vertical limits. · 2. Insert appropriate logo, refer TL-Q02. · 3. See page 9 for examples. · Colour Legend · Class 400 retroreflective white · Class 400 retroreflective brown

Department of Transport and Main Roads Infrastructure Management & Delivery Division ISSUED AS OFFICIAL TRAFFIC SIGN 10/11/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G8-9-Q01 2 _ Page 2 of 9 Designed RH 02/23 Checked DJ 11/25 Scale Not to Scale A B

View this figure on page 14 of the PDF ↗

STATE STRATEGIC TOURING ROUTE MARKER PLATES (ONE INITIAL)p. 14

600 · 600 · 20 · 176 · R75 · R75 · 80 · 70 · 20 · 20 · 176 · 201 · 64 · 40 · 44 · 90 · ACW · ACW · 800 · 800 · 120E · 120E · 444 000 · 444 000 · A3 · A3 · 140E · 140E · 10 · 10 · 60 · 60 · 460 max. · 460 max. · Note: Arrow may be left or right. · 600 · 600 · 320 · R75 · R75 · 80 · 100 · 20 · 20 · END · 176 · 120E · 100 · 64 · 40 · 40 · ACW · ACW · 800 · 800 · 120E · 120E · 444 000 · 444 000 · A3 · A3 · 140E · 140E · 10 · 10 · 60 · 60 · 460 max. · 460 max. · Colour Legend · Notes: · 1. Touring Route Initials Logo (e.g. ACW) to have a 10 mm yellow border. · 2. Insert appropriate logo, refer TL-Q02. · 3. Insert appropriate national route marker, e.g. A3. · 4. See page 9 for examples. · Class 400 retroreflective white · Class 400 retroreflective brown · Class 400 retroreflective yellow · Class 400 retroreflective green

Department of Transport and Main Roads Infrastructure Management & Delivery Division ISSUED AS OFFICIAL TRAFFIC SIGN 10/11/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G8-9-Q01 3 _ Page 3 of 9 Designed RH 02/23 Checked DJ 11/25 Scale Not to Scale A B

View this figure on page 15 of the PDF ↗

STATE STRATEGIC TOURING ROUTE MARKER PLATES (ONE LOGO)p. 15

600 · 600 · 20 · 176 · R75 · R75 · 60 · 50 · 20 · 20 · 176 · 201 · 44 · 29 · 900 · Logo · 900 · Logo · 340 max. · 340 max. · 440 min. · 440 min. · 40 · 40 · A3 · A1 · 140E · 140E · 10 · 10 · 60 · 60 · 420 max. · 420 max. · Note: Arrow may be left or right. · 600 · 600 · 320 · R75 · R75 · 60 · 80 · 20 · 20 · END · 176 · 120E · 80 · 44 · 900 · Logo · 900 · Logo · 340 max. · 340 max. · 440 min. · 440 min. · 40 · 40 · A4 · A7 · 140E · 140E · 10 · 10 · 60 · 60 · 420 max. · 420 max. · Colour Legend · Notes: · 1. State Strategic Touring Route logos to be sized to the maximum horizontal or vertical limits. · 2. Insert appropriate national route marker, e.g. A3. · 3. Insert appropriate logo, refer TL-Q02. · 4. See page 9 for examples. · Class 400 retroreflective white · Class 400 retroreflective brown · Class 400 retroreflective yellow · Class 400 retroreflective green

Department of Transport and Main Roads Infrastructure Management & Delivery Division ISSUED AS OFFICIAL TRAFFIC SIGN 10/11/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G8-9-Q01 4 _ Page 4 of 9 Designed RH 02/23 Checked DJ 11/25 Scale Not to Scale A B

View this figure on page 16 of the PDF ↗

STATE STRATEGIC TOURING ROUTE MARKER PLATES (TWO INITIALS)p. 16

600 · 600 · 20 · 176 · R75 · R75 · 80 · 70 · 24 · 24 · 176 · 201 · 64 · 40 · 49 · 40 · CW · CW · 850 · 850 · 120E · 120E · 454 000 · 40 · 50 · 40 · LW · LW · 120E · 120E · 12 · 12 · 40 · 40 · 80 · 80 · 460 max. · 460 max. · 600 · 600 · 20 · R75 · R75 · 320 · 57 · 70 · 20 · 176 · 201 · 176 · 44 · 20 · 54 · 40 · LW · WW · 120E · 120E · 46 00 · 40 · 60 · 10 · 1150 · 1150 · 1064 · 64 · 176 · 176 · 64 00 · 60 · 40 · ACW · AW · 120E · 120E · 10 · 10 · 40 · 40 · 80 · 80 · 460 max. · 460 max. · Notes: · 1. Touring Route Initials Logo (e.g. LW/ACW) to have a 10 mm yellow border. · 2. Insert appropriate logo, refer TL-Q02. · 3. Insert arrows as appropriate. · 4. See page 9 for examples. · Colour Legend · Class 400 retroreflective white · Class 400 retroreflective brown · Class 400 retroreflective yellow

Department of Transport and Main Roads Infrastructure Management & Delivery Division ISSUED AS OFFICIAL TRAFFIC SIGN 10/11/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G8-9-Q01 5 _ Page 5 of 9 Designed RH 02/23 Checked DJ 11/25 Scale Not to Scale A B

STATE STRATEGIC TOURING ROUTE MARKER PLATES (MIXED LOGOS/INITIALS)

6 0 0 1 7 6 R75 7 0 20 6 0 0 1 7 6 2 0 1 R75 7 0 5 9 20 2 0 1 Logo 3 4 0 m a x 6 9 6 3 1 0 Logo 1550 3 4 0 m a x 4 1 1 7 6 1300 5 0 1 0 64 00 4 4 LW 1 7 6 1 2 0 E 454 000 64 00 CW CW 1 2 0 E 1 2 0 E 10 10 4 0 4 0 8 0 8 0 2 0 1 2 0 1 4 2 0 m a x . 4 2 0 m a x . Notes: Colour Legend 1. Touring Route Initials Logo (e.g. CW/LW) to have a 10 mm yellow border. Class 400 retroreflective white 2. Insert appropriate logo, refer TL-Q02. Class 400 retroreflective brown 3. Insert arrows as appropriate. 4. See page 9 for examples. Class 400 retroreflective yellow
	STATE STRATEGIC TOURING ROUTE MARKER PLATES (MIXED LOGOS/INITIALS)
Department of Transport and Main Roads Infrastructure Management & Delivery Division	ISSUED AS OFFICIAL TRAFFIC SIGN 10/11/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G8-9-Q01 6 _ Page 6 of 9
Designed RH 02/23	Checked DJ 11/25	Scale Not to Scale
A	B

6 00 6 00 2 01 1 76 R75 R75 7 0 5 8 24 24 1 7 6 2 0 1 5 4 4 1 Logo 340 max Logo 340 max 1100 1100 5 0 5 0 Logo 340 max Logo 340 max 12 12 7 0 7 0 4 2 0 m a x . 4 2 0 m a x . 6 00 6 00 R75 2 01 R75 3 20 7 0 20 6 0 20 1 7 6 1 7 6 5 4 3 4 Logo Logo 3 4 0 m a x . 3 4 max 0 . 1400 1350 5 6 4 0 1 0 5 5 4 0 10 2 0 1 1 7 6 2 0 1 1 7 6 5 0 5 0 Logo Logo Logo Logo 3 4 0 m a x . 3 4 max 0 . 10 10 7 0 6 0 min. 4 2 0 m a x . 4 2 0 m a x . Notes: Colour Legend 1. State Strategic Touring Route logos to be sized to the first reached maximum horizontal or vertical limits. Class 400 retroreflective white 2. Insert arrows as appropriate. Class 400 retroreflective brown 3. Insert appropriate logo, refer TL-Q02. 4. See page 9 for examples.
	STATE STRATEGIC TOURING ROUTE MARKER PLATES (TWO LOGOS)
Department of Transport and Main Roads Infrastructure Management & Delivery Division	ISSUED AS OFFICIAL TRAFFIC SIGN 10/11/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G8-9-Q01 7 _ Page 7 of 9
Designed RH 02/23	Checked DJ 11/25	Scale Not to Scale
A	B

STATE STRATEGIC TOURING ROUTE MARKER PLATES (THREE LOGOS)

6 00 6 00 20 R75 R75 2 01 2 01 7 0 7 0 20 2 0 1 1 7 6 1 7 6 5 0 5 4 Logo Logo 3 4 0 m a x . 3 4 0 m a x . 5 0 6 0 1 0 6 4 Logo 3 4 0 m a x . 2 0 1 1 7 6 1800 1800 5 0 6 4 1 0 6 0 Logo 3 4 0 m a x . 1 7 6 5 4 5 0 Logo Logo Logo 3 4 0 m a x . 3 4 0 m a x . 10 10 7 0 7 0 4 2 0 m a x . 4 2 0 m a x . Notes: Colour Legend 1. State Strategic Touring Route logos to be sized to the first reached maximum horizontal or vertical limits. Class 400 retroreflective white 2. Insert arrows as appropriate. Class 400 retroreflective brown 3. Insert appropriate logo, refer TL-Q02. 4. See page 9 for examples.
	STATE STRATEGIC TOURING ROUTE MARKER PLATES (THREE LOGOS)
Department of Transport and Main Roads Infrastructure Management & Delivery Division	ISSUED AS OFFICIAL TRAFFIC SIGN 10/11/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G8-9-Q01 8 _ Page 8 of 9
Designed RH 02/23	Checked DJ 11/25	Scale Not to Scale
A	B

EXAMPLES END CW CW LW A4 ACW Great Inland Way A7 Great Inland Way	TOURIST ROUTE MARKER PLATES EXAMPLES	Department of Transport and Main Roads Infrastructure Management & Delivery Division	ISSUED AS OFFICIAL TRAFFIC SIGN 10/11/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G8-9-Q01 9 _ Page 9 of 9	Designed RH 02/23	Checked DJ 11/25	Scale Not to Scale	A	B

TOURIST DRIVE INFORMATION SIGN “... TOURIST DRIVE LENGTH ...km FOLLOW ...”

#	1800	R100	120	32	*1	140DM/DN	100	140DM	100	*2	120DM	1300	100	240	*3	360	120DM	220	16	120	305	305

Colour Legend Retroreflective white Example Retroreflective brown

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 06/03/18 PRINCIPAL ENGINEER Date (Traffic Engineering) G8-9-6-Q01

Designed RH 03/18 Checked DJ 03/18 Scale Not to Scale

TOURIST DRIVE INFORMATION SIGN “... TOURIST DRIVE FOLLOW ...”

#	1800	R100	140	32	*1	140DM/DN	100	140DM	80	1100	240	*2	360	120DM	220	16	140	305	305

Colour Legend Retroreflective white Example Retroreflective brown

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 06/03/18 PRINCIPAL ENGINEER Date (Traffic Engineering) G8-9-6-Q02

Designed RH 03/18 Checked DJ 03/18 Scale Not to Scale

View this figure on page 23 of the PDF ↗

TRAFFIC INSTRUCTION SIGN LOAD LIMIT AHEAD ...t GROSS HEAVY VEHICLES DETOUR - LEFTp. 23

a · m · LOAD LIMIT AHEAD · d · h · k · 5 GROSS · t · h · n · r · g · 1 · j · b · i · HEAVY VEHICLES · h · g · DETOUR · f · h · c · o · e · p · q

a	b	c	d	e	f	g	h	i	j	k	m	n	o	p	q	r	r 1
A	2100	900	15	20	70	160	40	120E	50	30	65	85	105Em	90	260	700	100	40
B	3150	1350	45	60	105	240	60	180E	75	45	98	127	160Em	135	390	1050	200	60

Colour Legend Black Retroreflective white

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 16/05/23 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-4-Q01 1 _ Page 1 of 2

Designed RH 04/19 Checked JP 05/23 Scale Not to Scale

b	c d	e f	g	h	i	j	k	m	n	o	p	q	r	r 1
A	2100 9	00	15 2	0 70 160	40	120E	50	30	65	85	105Em	90	260	700	100	40
B	3150 1	350	45 6	0 105 240	60	180E	75	45	98	127	160Em	135	390	1050	200	60

View this figure on page 24 of the PDF ↗

TRAFFIC INSTRUCTION SIGN LOAD LIMIT AHEAD ...t GROSS HEAVY VEHICLES DETOUR - RIGHTp. 24

a · m · LOAD LIMIT AHEAD · d · h · k · 5 GROSS · t · h · n · r · s · 1 · j · b · i · HEAVY VEHICLES · h · g · DETOUR · h · f · c · o · e · q · p

a	b	c	d	e	f	g	h	i	j	k	m	n	o	p	q	s	r	r 1
A	2100	900	15	20	70	160	60	120E	50	30	65	85	105Em	90	260	700	40	100	40
B	3150	1350	45	60	105	240	90	180E	75	45	98	127	160Em	135	390	1050	60	200	60

Colour Legend Black Retroreflective white

Designed RH 04/19 Checked JP 05/23 Scale Not to Scale

a	b	c d	e f	g	h	i	j	k	m	n	o	p	q	s	r	r 1
A	2100	900	15 20	70 160	60	120E	50	30	65	85	105Em	90	260	700	40	100	40
B	3150	1350	45 60 1	05 240	90	180E	75	45	98	127	160Em	135	390	1050	60	200	60

G9-5-Q01 1 (L)

A	B
a	1400	1800
b	350	500
c	5	10
d	15	30
e	42	60
f	80	115
g	60	85
h	84D/50Em	120D/70Em
k	62	90
m	84D	120D
n	112	160
o	132	188
r	25	50

G9-5-Q01 1 (R)

A	B
a	1400	1800
b	350	500
c	5	10
d	15	30
e	42	60
f	80	115
g	60	85
h	84D/50Em	120D/70Em
k	62	90
m	84D	120D
n	112	160
o	132	188
r	25	50

View this figure on page 25 of the PDF ↗

GUIDE SIGN “HEAVY VEHICLE DETOUR ... m”p. 25

HEAVY VEHICLE DETOUR 300 m · Colour Legend · Black · Retroreflective white

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 24/07/24 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-5-Q01 1 _ Page 1/5 Designed RH 05/23 Checked DJ 07/24 Scale Not to Scale

G9-5-Q01 2 (L)

a	b	c	d	e	f	g	h	k	m	n	o	r
A	1400	350	5	15	42	80	60	84D/50Em	62	84D	112	132	25
B	1800	500	10	30	60	115	85	120D/70Em	90	120D	160	188	50

G9-5-Q01 2 (R)

a	b	c	d	e	f	g	h	k	m	n	o	r
A	1400	350	5	15	42	80	60	84D/50Em	62	84D	112	132	25
B	1800	500	10	30	60	115	85	120D/70Em	90	120D	160	188	50

View this figure on page 26 of the PDF ↗

GUIDE SIGN “LONG VEHICLE DETOUR ... m”p. 26

LONG VEHICLE DETOUR 300 m · G9-5-Q01 2 (L) · G9-5-Q01 2 (R) · Colour Legend · Black · Retroreflective white

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 24/07/24 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-5-Q01 2 _ Page 2/5 Designed RH 05/23 Checked DJ 07/24 Scale Not to Scale

G9-5-Q01 3 (L)

a	b	c	d	e	f	g	h	k	m	n	o	r
A	1400	350	5	15	42	80	60	84D/50Em	62	84D	112	132	25
B	1800	500	10	30	60	115	85	120D/70Em	90	120D	160	188	50

G9-5-Q01 3 (R)

a	b	c	d	e	f	g	h	k	m	n	o	r
A	1400	350	5	15	42	80	60	84D/50Em	62	84D	112	132	25
B	1800	500	10	30	60	115	85	120D/70Em	90	120D	160	188	50

Colour Legend Black Retroreflective white

GUIDE SIGN “WIDE VEHICLE DETOUR ... m”

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 24/07/24 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-5-Q01 3 _ Page 3/5 Designed RH 05/23 Checked DJ 07/24 Scale Not to Scale

A	B
a	1400	1800
b	350	500
c	5	10
d	15	30
e	42	60
f	80	115
g	60	85
h	84D/50Em	120D/70Em
k	62	90
m	84D	120D
n	112	160
o	132	188
r	25	50

View this figure on page 28 of the PDF ↗

G9-5-Q01 4 (L) and G9-5-Q01 4 (R) – HIGH VEHICLE DETOUR 300 mp. 28

HIGH VEHICLE DETOUR 300 m · G9-5-Q01 4 (L) · G9-5-Q01 4 (R)

GUIDE SIGN “HIGH VEHICLE DETOUR ... m”

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 24/07/24 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-5-Q01 4 _ Page 4/5 Designed RH 05/23 Checked DJ 07/24 Scale Not to Scale

r a g d OVERSIZE VEHICLE m b k DETOUR 300 m f h c e g n o n G9-5-Q01 5 (L) _ a b c d e f g h k m n o r A 1400 350 5 15 42 80 60 84D/50Em 62 84D 112 132 25 B 1800 500 10 30 60 115 85 120D/70Em 90 120D 160 188 50 a r g OVERSIZE VEHICLE d m k b DETOUR 300 m h f c g e n o n G9-5-Q01 5 (R) _ Notes Colour Legend 1. This sign to be used in advance of a oversize vehicle detour where oversize vehicles can not use the through route. It shall be used Black with appropriate intersection guide signs (e.g. G9-5-Q02). 2. Use left and right option as required. Retroreflective white 3. *Insert appropriate distance, e.g. 300m.
	GUIDE SIGN “OVERSIZE VEHICLE DETOUR ... m”
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 24/07/24 PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-5-Q01 5 _ Page 5/5
Designed RH 05/23	Checked DJ 07/24	Scale Not to Scale
A	B

a b	c d	e	f	g	h	k	m	n	o	r
1400 350	5 15	42	80	60	84D/50Em	62	84D	112	132	25
1800 500	10 30	60	115	85	120D/70Em	90	120D	160	188	50

1400 310 125 R25 R50 60 15 DETOUR 175 FOR 80D 100D 350 50 OVERSIZE VEHICLES 80D 175 5 60 85 G9-5-Q02 (L) 1400 125 310 R25 R50 60 DETOUR 15 FOR 175 100D 80D 50 350 OVERSIZE VEHICLES 80D 175 5 60 85 G9-5-Q02 (R) Colour Legend Notes: 1. This sign should be installed at an intersection with a oversize Black vehicle detour where oversize vehicles can not use the through route. Retroreflective white 2. Use left or right option as required.
	GUIDE SIGN DETOUR FOR OVERSIZE VEHICLES
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 24/07/24 PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-5-Q02
Designed RH 07/24	Checked DJ 07/24	Scale Not to Scale
A

2150 r50 90 30 ON SIDE ROAD 300 120E 180 10 90 200 200 G9-21-1-Q01R 2150 r50 90 ON SIDE ROAD 30 180 120E 300 10 90 200 G9-21-1-Q01L 200 ROAD SUBJECT TO FLOODING INDICATORS SHOW DEPTH ON SIDE ROAD ROAD SUBJECT TO FLOODING INDICATORS SHOW DEPTH ON SIDE ROAD Example use Colour Legend Notes 1. This supplementary sign is to be used with ROAD SUBJECT Retroreflective yellow TO FLOODING - INDICATORS SHOW DEPTH sign (G9-21-1) where the flood way is on the side road and is too close to the Black main road for a G9-21-1 to be installed on the side road. 2. Use Left and right option as required.
	SUPPLEMENTARY SIGN “ON SIDE ROAD”
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 18/01/17 PRINCIPAL ENGINEER Date (Traffic Engineering)	G9-21-1-Q01 L/R
Designed TV 01/17	Checked DJ 01/17	Scale Not to Scale
A

1800 r50 85 30 CANE RAILWAY 140D 80 CROSSINGS 750 140D 80 * NEXT 5 km 140D/ 140D(lc) 10 85 Colour Legend Notes 1. * Insert appropriate distance. e.g 5. Retroreflective white Black (legend and border)
	GUIDE SIGN "CANE RAILWAY CROSSINGS NEXT ...km"
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 8/03/17 PRINCIPAL ENGINEER Date (Traffic Engineering)	G9-32-Q01 Previously W5-Q01
Designed TV 3/17	Checked DJ 3/17	Scale Not to Scale
A

GUIDE SIGN “END CANE RAILWAY CROSSINGS”

1800 r50 85 30 END 140D 80 CANE RAILWAY 750 140D 80 CROSSINGS 140D 10 85 Colour Legend Retroreflective white Black (legend and border)
	GUIDE SIGN “END CANE RAILWAY CROSSINGS”
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 8/03/17 PRINCIPAL ENGINEER Date (Traffic Engineering)	G9-32-Q02 Previously W5-Q02
Designed TV 3/17	Checked DJ 3/17	Scale Not to Scale
A

TRAFFIC INSTRUCTION SIGN “WATCH FOR BICYCLES”

a	b	c
a r e d WATCH FOR h g b f c e a b c d e f g h r A 600 500 10 30 55 300 25 65D 50 B 750 650 10 30 81 375 33 80D 50 Colour Legend Notes: 1. G9-57-Q01 1 may be used where it is not practical Retroreflective white (background) _ to install the G9-57 sign because of its size. 2. G9-57-Q01 2 may be used at locations where Black (legend and border) _ pedestrians may also be encountered.
	TRAFFIC INSTRUCTION SIGN “WATCH FOR BICYCLES”
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 11/05/20 PRINCIPAL ENGINEER Date (Traffic Engineering)	G9-57-Q01 1 _ Page 1/2
Designed TV 01/16	Checked DJ 05/20	Scale Not to Scale
A	B	C

Table in words

For row A, a is 600, b is 500, c is 10, d is 30, e is 55, f is 300, g is 25, h is 65D and r is 50.
For row B, a is 750, b is 650, c is 10, d is 30, e is 81, f is 375, g is 33, h is 80D and r is 50.
The sign is a traffic instruction sign reading “WATCH FOR BICYCLES”.
The sign is approved as an official traffic sign dated 11/05/20 by the Principal Engineer (Traffic Engineering).
The sign is numbered G9-57-Q01 1, page 1/2.
The sign was designed by TV 01/16 and checked by DJ 05/20.
The sign is not to scale.

a b	c	d	e	f	g	h	r
00 500	10	30	55	300	25	65D	50
50 650	10	30	81	375	33	80D	50

TRAFFIC INSTRUCTION SIGN “WATCH FOR BICYCLES AND PEDESTRIANS”

a	b	c
a r g d WATCH FOR m k b f h c e g a b c d e f g h k m n o p r A 600 500 10 30 105 200 55 300 25 65D 299 32 150 50 B 750 650 10 30 144 250 81 375 33 80D 373 40 188 50 C 900 800 15 45 150 300 105 450 40 100D 448 48 225 100 D 1200 1000 15 45 210 400 110 600 50 130D 598 64 300 100 Notes: 1. This sign may be used to warn motorists that bicycles Colour Legend or pedestrian traffic may come into conflict with motor traffic at a specific point due to a particular road Retroreflective white (background) feature or hazard. Black (legend and border) 2. It may be used to replace either G9-57 or G9-57-Q01 signs, at locations where pedestrians may also be encountered.
	TRAFFIC INSTRUCTION SIGN “WATCH FOR BICYCLES AND PEDESTRIANS”
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 11/05/20 PRINCIPAL ENGINEER Date (Traffic Engineering)	G9-57-Q01 2 _ Page 2/2
Designed RH 02/06	Checked DJ 05/20	Scale Not to Scale
A	B	C

Table in words

For row A, a is 600, b is 500, c is 10, d is 30, e is 105, f is 200, g is 55, h is 300, k is 25, m is 65D, n is 299, o is 32, p is 150 and r is 50.
For row B, a is 750, b is 650, c is 10, d is 30, e is 144, f is 250, g is 81, h is 375, k is 33, m is 80D, n is 373, o is 40, p is 188 and r is 50.
For row C, a is 900, b is 800, c is 15, d is 45, e is 150, f is 300, g is 105, h is 450, k is 40, m is 100D, n is 448, o is 48, p is 225 and r is 100.
For row D, a is 1200, b is 1000, c is 15, d is 45, e is 210, f is 400, g is 110, h is 600, k is 50, m is 130D, n is 598, o is 64, p is 300 and r is 100.
The sign is a traffic instruction sign reading “WATCH FOR BICYCLES AND PEDESTRIANS”.
The sign is approved as an official traffic sign dated 11/05/20 by the Principal Engineer (Traffic Engineering).
The sign is numbered G9-57-Q01 2, page 2/2.
The sign was designed by RH 02/06 and checked by DJ 05/20.
The sign is not to scale.

a	b c	d	e	f	g	h	k	m	n	o	p	r
A	600	500 10	30	105	200	55	300	25	65D	299	32	150	50
B	750	650 10	30	144	250	81	375	33	80D	373	40	188	50
C	900	800 15	45	150	300	105	450	40	100D	448	48	225	100
D	1200	1000 15	45	210	400	110	600	50	130D	598	64	300	100

TRAFFIC INSTRUCTION SIGN “WATCH FOR TURNING BUS”

900 r100 105 WATCH FOR 45 100D 50 TURNING 100D 800 120 220 15 105 Colour Legend Notes 1. This sign is restricted only for use at the intersection of Retroreflective white William St. and Elizabeth St. Brisbane. Black
	TRAFFIC INSTRUCTION SIGN “WATCH FOR TURNING BUS”
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 08/12/16 PRINCIPAL ENGINEER Date (Traffic Engineering)	G9-57-Q02
Designed TV 12/16	Checked LM 12/16	Scale Not to Scale
A

a	r	e	d	KEEP	f	g	INTERSECTION	b	h	g	CLEAR	f	c	e
SIZE A	450	450	10	30	55	90C	50	60B	50
SIZE B	600	600	10	30	70	120C	70	80B	50

Colour Legend Notes 1. This guide sign may be installed at an intersection to Retroreflective white discourage queuing across that intersection and where the “KEEP CLEAR” pavement marking has proven to be Black ineffective.

GUIDE SIGN KEEP INTERSECTION CLEAR

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 08/05/23 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-67-Q01

Designed TV 1/15 Checked JP 08/23 Scale Not to Scale

b	c	d	e	f	g	h	r
SIZE A	450	450	10	30	55	90C	50	60B	50
SIZE B	600	600	10	30	70	120C	70	80B	50

60 500 60 R50 30 4 5 o 80 30 0 1 500 500 9 0 0 1 1000 70 10 500 KEEP 100 D 70 CLEAR 100 D 80 10 97 405 98 143 313 144 600 Colour Legend Notes: 1. This sign shall be used where yellow box markings have been placed Black on a roadway. 2. Yellow box markings may be used to indicate an area where traffic Retroreflective white queueing is likely to obstruct other road users. Retroreflective yellow
	GUIDE SIGN “KEEP CLEAR”
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 04/04/22 PRINCIPAL ENGINEER Date (Traffic Engineering)	G9-67-2-Q01
Designed RB 04/22	Checked DJ 04/22	Scale Not to Scale
A

Table in words

The sign is a guide sign “KEEP CLEAR”.
The sign is approved as an official traffic sign 04/04/22 by the Principal Engineer (Traffic Engineering).
The sign is identified as G9-67-2-Q01.
The sign was designed by RB 04/22 and checked by DJ 04/22.
The scale is not to scale.
The colour legend is black, retroreflective white and retroreflective yellow.
Note 1: This sign shall be used where yellow box markings have been placed on a roadway.
Note 2: Yellow box markings may be used to indicate an area where traffic queueing is likely to obstruct other road users.

				45 o
				5 4
		1	0
		9 0
	1 0
5	00

Table in words

The table contains the values 45 o, 5 4, 1, 0, 9 0, 1 0, 5 and 00.

FREEWAY GUIDE SIGN MERGE RIGHT (FREEWAY / MOTORWAY)

a	b	c	d	e	f	g	h	k	r
Size C	1800	1500	15	45	200	250	180	240E	210	100
Size D	2400	2000	20	60	270	330	240	320E	280	200

Department of Transport and Main Roads Infrastructure Management & Delivery Division. APPROVED AS OFFICIAL TRAFFIC SIGN 27/02/17 PRINCIPAL ENGINEER Date (Traffic Engineering). G9-73-Q01. Designed TV 02/17. Checked DJ 02/17. Scale Not to Scale.

1600 265 550 280 240 265 r200 150 60 EMERGENCY 160D 125 STOPPING 160D 125 BAY & 1600 160D 300 125 m 160D/ * 160D(lc) 125 653 AHEAD 160D 20 150 variable 68 Centre numerals and letter in panel Colour Legend Notes: Retroreflective white 1. This sign may be used in advance of an emergency stopping bay that has a help phone. Retroreflective blue 2. *Insert appropriate distance. Where distance is 1km or more, replace the Black suffix “m” with “km”.
ADVANCE SIGN "EMERGENCY STOPPING BAY & HELP PHONE ... m AHEAD "
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 05/12/23 PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-90-Q01
Designed TV 10/16	Checked JP 12/23	Scale Not to Scale
A	B

2400 R100 130 45 SUGAR CANE AREA 160D 95 30 95 WATCH FOR 140E 1200 70 SLOW VEHICLES 140E 70 HAULING CANE 140E 15 130 Colour Legend Retroreflective white Retroreflective yellow Black
WARNING SIGN SUGAR CANE AREA - SLOW VEHICLES
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 20/12/22 PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-Q03 1 _ Page 1/5
Designed RH 8/95	Checked DJ 12/22	Scale Not to Scale
A	B	C

2400 1185 R100 45 100 SUGAR CANE AREA 295 160D 30 180 1200 450 70 SLOW VEHICLES 140D 15 100 Colour Legend Retroreflective white Retroreflective yellow Black
WARNING SIGN SUGAR CANE AREA - SLOW VEHICLES
Department of Transport and Main Roads Infrastructure Management & Delivery Division Designed Checked Scale RH 3/95 DJ 12/22 Not to Scale	APPROVED AS OFFICIAL TRAFFIC SIGN 20/12/22 PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-Q03 2 _ Page 2/5
Designed RH 3/95	Checked DJ 12/22
A	B	C

2400 staple 180 SUGAR CANE AREA 660 WATCH FOR 1200 SLOW VEHICLES 540 HAULING CANE 60 200 hinge line staple and slot G9-Q03 3A (Option A) _ HINGED FLAP IN LOWERED POSITION 2400 staple 130 180 SUGAR CANE AREA 160D 660 95 30 60 SLOW VEHICLES 140D 1200 70 450 540 60 65 200 hinge line staple and slot G9-Q03 3B (Option B) _ HINGED FLAP IN LOWERED POSITION Colour Legend Notes: 1. Broken horizontal line indicates the location of suitable brass hinge for flap. Retroreflective white 2. Cut slots in flap and fit corresponding staples in sign to padlock flap in both raised and lowered positions. Retroreflective yellow 3. Back of sign suitably stiffened at staple points. Black 4. For hinged flap in raised position see page 4. 5. For typical operation see page 5.
WARNING SIGN HINGED ALTERNATIVE SUGAR CANE AREA - SLOW VEHICLES
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 20/12/22 PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-Q03 3 _ Page 3/5
Designed RH 8/95	Checked DJ 12/22	Scale Not to Scale
A	B	C

View this figure on page 45 of the PDF ↗

G9-Q03 3A and G9-Q03 3Bp. 45

2400 R100 staple and slot · 45 · 60 · 180 · SURVIVE THIS DRIVE · 540 · 200C · 160 · 1080 · 40 · TAKE A REST · 160D · 90 · 540 · AND REFRESH · 160D · 15 · 60 · 90 · 200 hinge line staple and slot · HINGED FLAP IN RAISED POSITION · Colour Legend · Retroreflective white · Black

WARNING SIGN HINGED ALTERNATIVE SUGAR CANE AREA - SLOW VEHICLES

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 20/12/22 PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-Q03 4 _ Page 4/5

Designed RH 8/95 Checked DJ 12/22 Scale Not to Scale

View this figure on page 46 of the PDF ↗

G9-Q03 3A (Option A) G9-Q03 3B (Option B)p. 46

SUGAR CANE AREA · SLOW VEHICLES · WATCH FOR · SLOW VEHICLES · HAULING CANE · BASE SIGN · SURVIVE THIS DRIVE · TAKE A REST · AND REFRESH · HINGED FLAP IN RAISED POSITION · HINGED FLAP IN LOWERED POSITION

WARNING SIGN SUGAR CANE AREA - SLOW VEHICLES TYPICAL OPERATION

Designed RH 8/95 Checked DJ 12/22 Scale Not to Scale

View this figure on page 47 of the PDF ↗

G9-Q04p. 47

1500 · 115 · KEEP LEFT · 180D · 115 · DO NOT · 1000 · 180D · 115 · OVERTAKE · 180D · 25 · 115 · Colour Legend · Retroreflective white (background) · Black (legend and border)

GUIDE SIGN “KEEP LEFT DO NOT OVERTAKE”

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 23/05/16 PRINCIPAL ENGINEER Date (Traffic Engineering) G9-Q04

Designed RH 2/96 Checked JD 2/96 Scale Not to Scale

View this figure on page 48 of the PDF ↗

G9-Q05 1p. 48

900 R50 · 50 · NOTICE · 30 · 60D · 45 · THIS AREA IS PROVIDED · 40D · 20 · FOR THE CONVENIENCE · 40D · 500 · 20 · OF THE TRAVELLING PUBLIC · 40D · 35 · MAX STAY · 20 · HRS · 40D · 20 · PENALTIES APPLY · 10 · 40D · 50 · Colour Legend · Black · Retroreflective white

GUIDE SIGN “NOTICE THIS AREA IS PROVIDED FOR THE CONVENIENCE OF THE TRAVELLING PUBLIC MAX STAY 20 HRS, PENALTIES APPLY”

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 23/05/16 PRINCIPAL ENGINEER Date (Traffic Engineering) G9-Q05 1 _ Page 1 of 2

Designed RH 7/99 Checked JD 07/03 Scale Not to Scale

View this figure on page 49 of the PDF ↗

G9-Q05 2 – Guide sign "Notice this area is provided for the convenience of the travelling public no overnight camping, penalties apply"p. 49

900 R50 · 50 NOTICE · 30 · 60D · 45 THIS AREA IS PROVIDED · 40D · 20 FOR THE CONVENIENCE · 40D · 500 · 20 OF THE TRAVELLING PUBLIC · 40D · 35 NO OVERNIGHT CAMPING · 40D · 20 PENALTIES APPLY · 10 · 40D · 50 · Colour Legend · Black · Retroreflective white · Notes · 1. This sign is to be installed to advise travellers that the rest area is meant for short breaks to manage fatigue and shall not be utilised as an overnight camping area. · 2. For rest area where lengths of stay is permitted for up to twenty (20) hours, including overnight, see G9-Q05 1. · 3. This sign may, where necessary, be erected at other roadside stopping places. · GUIDE SIGN "NOTICE THIS AREA IS PROVIDED FOR THE CONVENIENCE OF THE TRAVELLING PUBLIC NO OVERNIGHT CAMPING, PENALTIES APPLY" · Department of Transport and Main Roads · Infrastructure Management & Delivery Division · APPROVED AS OFFICIAL TRAFFIC SIGN 23/05/16 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · G9-Q05 2 · Page 2 of 2 · Designed RH 7/99 · Checked JD 07/03 · Scale Not to Scale

View this figure on page 50 of the PDF ↗

G9-Q09 – Traffic instruction sign "Fasten seat belts"p. 50

a · k · r · e · d · h · a · g · FASTEN · j · g · SEAT BELTS · c · f · e · a · c · d · e · f · g · h · j · k · r · A · 400 · 5 · 15 · 30 · 50C · 20 · 200 · 50D · 180 · 25 · B · 600 · 10 · 20 · 45 · 75C · 30 · 300 · 75D · 270 · 50 · Colour Legend · Black · Retroreflective white · Retroreflective red · Note: · 1. Shall be erected at the exits from roadside stopping places and rest areas. (Refer to Part 6 of the Manual of Uniform Traffic Control Devices) · TRAFFIC INSTRUCTION SIGN "FASTEN SEAT BELTS" · Department of Transport and Main Roads · Infrastructure Management & Delivery Division · APPROVED AS OFFICIAL TRAFFIC SIGN 23/05/16 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · G9-Q09 · Designed RH 10/02 · Checked JD 09/04 · Scale Not to Scale

a	c	d	e	f	g	h	j	k	r
400	5	15	30	50C	20	200	50D	180	25
600	10	20	45	75C	30	300	75D	270	50

View this figure on page 51 of the PDF ↗

G9-Q10 1 – Traffic signal pedestal adhesive label "Cross with care"p. 51

90 R20 · 9.5 · C R O S S · 13.5** · 5 · 62 · W I T H · 9.5*** · 5 · C A R E · 13.5** · 6 · 2 · 2 · 4 · 5 · 38 · 67.5 · 5 · 5 · DO NOT CROSS · 6.5* · Colour Legend · White background · 2 · 2 · 4 · 3 · Black border · 5 · C R O S S · PMS 348 green · 300 · W I T H · Black · 38 · C A R E · PMS 032 red · 72.5 · Black border · 5 · 2.5 · PMS 032 red · START TO CROSS · 6.5* · 3 · WITH CARE · 6.5* · 3 · DO NOT CROSS · Black · 2 · 2 · 4 · 1.5 · PMS 348 green · Black border · 44 · START TO CROSS · Black · WITH CARE · 90 · 3 · PMS 032 red · FLASHING · 3.5* · 1.5 · 4.5 · PMS 032 red · COMPLETE CROSSING · 6.5# · Black border · 3 · FLASHING · PMS 032 red · DO NOT START · 6.5* · COMPLETE CROSSING · 3 · DO NOT START · Black · TO CROSS · 6.5* · TO CROSS · 2 · 2.5 · Notes: · * Arial Bold. · 1. Screen printing using polyscreen inks, clear coated. · ** Arial Narrow Bold with character spacing 100% of space width. · 2. Material is adhesive 3M scotch CAL or equivalent with a minimum expected life of 5 years in outdoor applications. · *** Arial Normal with character spacing 120% of space width. · 3. Label to be positioned facing the standing pedestrian, 50mm above the top level of pedestrian push button. · # Arial Narrow Bold. · TRAFFIC SIGNAL PEDESTAL ADHESIVE LABEL "CROSS WITH CARE" · Department of Transport and Main Roads · Infrastructure Management & Delivery Division · APPROVED AS OFFICIAL TRAFFIC SIGN 12/10/18 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · G9-Q10 1 · Page 1 of 2 · Designed RH 12/01 · Checked DJ 10/18 · Scale Not to Scale

View this figure on page 51 of the PDF ↗

Figurep. 51

DO NOT CROSS · START TO CROSS WITH CARE

View this figure on page 52 of the PDF ↗

G9-Q10 2 – Traffic signal pedestal adhesive label "Cross with care" + countdown timep. 52

90 R20 · 9.5 · C R O S S · 13.5** · 5 · 62 · W I T H · 9.5*** · 5 · C A R E · 13.5** · 6 · 2 · 2 · 4 · 5 · 38 · 67.5 · Colour Legend · White background · Black border · 5 · 5 · C R O S S · PMS 348 green · DO NOT CROSS · 6.5* · 4 · W I T H · Black · 2 · 2 · 3 · C A R E · 5 · PMS 032 red · 320 · Black border · 38 · PMS 032 red · 72.5 · DO NOT CROSS · Black · 5 · 2.5 · START TO CROSS · 6.5* · 3 · PMS 348 green · WITH CARE · 6.5* · 3 · 2 · 2 · Black border · 4.5 · START TO CROSS · Black · * 12.5 · 15 · WITH CARE · 15* · Black · 30C · Black border · 11 · 110 · TIME LEFT TO · 4.5 · C CO RM OP SL SE INT GE · Black · TIME LEFT TO · 6.5* · 3 · DO NOT START · COMPLETE · 6.5* · TO CROSS · 3 · CROSSING · 6.5* · 3 · DO NOT START · 6.5* · 3 · TO CROSS · 6.5* · 2 · 5.5 · Notes: · 1. Screen printing using polyscreen inks, clear coated. · * Arial Bold. · 2. Material is adhesive 3M scotch CAL or equivalent with a minimum expected life of 5 years in outdoor applications. · ** Arial Narrow Bold with character spacing 100% of space width. · 3. Label to be positioned facing the standing pedestrian, 50mm above the top level of pedestrian push button. · *** Arial Normal with character spacing 120% of space width. · 4. ## Insert appropriate maximum countdown time. e.g 15. · # Arial Narrow Bold. · TRAFFIC SIGNAL PEDESTAL ADHESIVE LABEL "CROSS WITH CARE" + COUNTDOWN TIME · Department of Transport and Main Roads · Infrastructure Management & Delivery Division · APPROVED AS OFFICIAL TRAFFIC SIGN 12/10/18 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · G9-Q10 2 · Page 2 of 2 · Designed RH 10/18 · Checked DJ 10/18 · Scale Not to Scale

View this figure on page 52 of the PDF ↗

Figurep. 52

C A R E · DO NOT CROSS · START TO CROSS WITH CARE

View this figure on page 53 of the PDF ↗

G9-Q11 – Information sign "End Rockfall Area"p. 53

END ROCKFALL AREA · a · b · c · d · e · f · g · r · G9-Q11A 1200 800 15 45 100 140D 90 100 · G9-Q11B 1800 1200 15 45 150 210D 135 100 · Colour legend · Black (legend and border) · Retroreflective white (background) · APPROVED AS OFFICIAL TRAFFIC SIGN 23/05/16 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · Designed RH 02/03 · Checked KB 02/03 · Scale Not to Scale · A · B

G9-Q11

a	b	c	d	e	f	g	r
G9-Q11	A 1200	800	15	45	100	140D	90	100
G9-Q11	B 1800	1200	15	45	150	210D	135	100

View this figure on page 54 of the PDF ↗

G9-Q12 – Lane entry restriction signp. 54

900 · R100 · 176 · 45 · LANE · 180C · 136 · UNDER · 180C · 1500 · 136 · 200 · 136 · CLOSED · 180C · 15 · 176 · Note: Type 1 stiffeners at 450 mm spacing. · 4 · 0 · Colour Legend · Black (letters and border) · Class 1 retroreflective red (symbol) · 200 · Class 1 retroreflective white (background) · APPROVED AS OFFICIAL TRAFFIC SIGN 23/05/16 · PRINCIPAL ENGINEER (Traffic Engineering) · Date · Designed RH 02/03 · Checked KB 02/03 · Scale Not to Scale · A · B

View this figure on page 55 of the PDF ↗

G9-Q14 – Information sign wide centre line treatment "Overtaking Not Permitted"p. 55

a · m · r · e · d · k · b · h · OVERTAKING · f · g · NOT · f · g · PERMITTED · f · c · e · A 1000 1200 15 45 90 100D 80 60 500 800 100 · B 1500 1800 20 60 135 150D 120 90 750 1200 200 · Colour Legend · Retroreflective white · Black · Notes: · 1. This sign may be used in conjunction with the application of a wide centre line treatment. · 2. For guidance on wide centreline treatment, refer to the MUTCD Part 2. · 3. Size A signs used for speeds of 80 km/h and below. · Size B signs to be used for speeds above 80 km/h. · 4. For typical sign layout, refer to details on Page 5. · 5. For image detail refer wide centre line image detail (1) on page 6. · APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 · A/PRINCIPAL ENGINEER (Traffic Engineering Practice) · Date · G9-Q14 1 _ Page 1 of 9 · Designed RH 06/23 · Checked RSN 10/24 · Scale Not to Scale · A · B · C

G9-Q14

a	b	c	d	e	f	g	h	k	m	r
A	1000	1200	15	45	90	100D	80	60	500	800	100
B	1500	1800	20	60	135	150D	120	90	750	1200	200

View this figure on page 56 of the PDF ↗

G9-Q14 – Information sign wide centre line treatment "Overtaking Not Permitted"p. 56

a · m · r · e · d · k · b · h · OVERTAKING · f · g · NOT · f · g · PERMITTED · f · c · e · A 1000 1200 15 45 90 100D 80 60 500 800 100 · B 1500 1800 20 60 135 150D 120 90 750 1200 200 · Colour Legend · Retroreflective white · Black · Notes: · 1. This sign may be used in conjunction with the application of a wide centre line treatment. · 2. For guidance on wide centreline treatment, refer to the MUTCD Part 2. · 3. Size A signs used for speeds of 80 km/h and below. · Size B signs to be used for speeds above 80 km/h. · 4. For typical sign layout, refer to details on Page 5. · 5. For image detail refer wide centre line image detail (2) on page 7. · APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 · A/PRINCIPAL ENGINEER (Traffic Engineering Practice) · Date · G9-Q14 2 _ Page 2 of 9 · Designed RH 06/23 · Checked RSN 10/24 · Scale Not to Scale · A · B · C

G9-Q14

a	b	c	d	e	f	g	h	k	m	r
A	1000	1200	15	45	90	100D	80	60	500	800	100
B	1500	1800	20	60	135	150D	120	90	750	1200	200

INFORMATION SIGN WIDE CENTRE LINE TREATMENT “OVERTAKING PERMITTED WHEN SAFE”

a	b	c	d	e	f	g	h	k	m	r
A	1000	1200	15	45	90	100D	80	60	500	800	100
B	1500	1800	20	60	135	150D	120	90	750	1200	200

OVERTAKING PERMITTED WHEN SAFE

Colour Legend: Retroreflective white, Black.

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-Q14 3 _ Page 3 of 9 Designed RH 06/23 Checked RSN 10/24 Scale Not to Scale

INFORMATION SIGN WIDE CENTRE LINE TREATMENT “OVERTAKING PERMITTED WHEN SAFE”

a	b	c	d	e	f	g	h	k	m	r
A	1000	1200	15	45	90	100D	80	60	500	800	100
B	1500	1800	20	60	135	150D	120	90	750	1200	200

OVERTAKING PERMITTED WHEN SAFE

Colour Legend Retroreflective white Black

Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-Q14 4 _ Page 4 of 9 Designed RH 06/23 Checked RSN 10/24 Scale Not to Scale

WCLT line marking	End of link finish point previous treatment signs approximately for further required after sign km No initial	50-75	G9-Q14	3	_
Notes 1. For specific sign details refer to relevant pages 1 to 4.	2. A maximum of 4 signs to be installed at the start of and in each direction of a link that exists between significant towns or highway junctions.	These signs are to be installed as part of the “initial sign treatment” with a sign change occurring only at each initial change of wide centre line treatment (WCLT) line marking.	3. After the initial sign treatment, further signs are generally not to be spaced any closer than 50–75 km apart (in many instances they will be greater than 100 km apart).
	INFORMATION SIGN WIDE CENTRE LINE TREATMENT “TYPICAL SIGN LAYOUT”
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-Q14	5	_	Page 5 of 9
Designed RH 06/23	Checked RSN 10/24	Scale Not to Scale
A	B	C

Table in words

For WCLT line marking, the end of link finish point previous treatment signs approximately for further required after sign km No initial is 50-75 G9-Q14 3 _ OVERTAKING PERMITTED WHEN SAFE.
For WCLT line marking, the line marking change points highway between G9-Q14 is 1 _ OVERTAKING NOT PERMITTED or Link towns treatment.
For WCLT line marking, the No signs required of is 2 at these change points. (Maximum signs) note (similar signs have sign already been installed See 4 within this link).
For WCLT line marking, the Initial is G9-Q14 4 _ OVERTAKING PERMITTED WHEN SAFE.
For WCLT line marking, the WCLT line marking is G9-Q14 2 Start of link _ OVERTAKING start point NOT PERMITTED.
Notes 1. For specific sign details refer to relevant pages 1 to 4. 2. A maximum of 4 signs to be installed at the start of and in each direction of a link that exists between significant towns or highway junctions. These signs are to be installed as part of the “initial sign treatment” with a sign change occurring only at each initial change of wide centre line treatment (WCLT) line marking. 3. After the initial sign treatment, further signs are generally not to be spaced any closer than 50–75 km apart (in many instances they will be greater than 100 km apart).
INFORMATION SIGN WIDE CENTRE LINE TREATMENT “TYPICAL SIGN LAYOUT”
Department of Transport and Main Roads Infrastructure Management & Delivery Division APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice) G9-Q14 5 _ Page 5 of 9
Designed RH 06/23 Checked RSN 10/24 Scale Not to Scale
A B C

INFORMATION SIGN WIDE CENTRE LINE IMAGE DETAIL(1)
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-Q14 6 _ Page 6 of 9
Designed RH 06/23	Checked RSN 10/24	Scale Not to Scale
A	B	C

Table in words

The information sign wide centre line image detail is shown.
The Department of Transport and Main Roads Infrastructure Management & Delivery Division approved this as an official traffic sign on 30/10/24 by the A/Principal Engineer (Traffic Engineering Practice), reference G9-Q14 6, page 6 of 9.
The sign was designed by RH 06/23 and checked by RSN 10/24 at a scale of not to scale.
The table lists columns A, B and C.

Note	Information sign wide centre line image detail(2)	Department of Transport and Main Roads Infrastructure Management & Delivery Division
For sign details see page 2.
	INFORMATION SIGN WIDE CENTRE LINE IMAGE DETAIL(2)
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-Q14 7 _ Page 7 of 9
Designed RH 06/23	Checked RSN 10/24	Scale Not to Scale
A	B	C

Note	Information sign wide centre line image detail(3)	Department of Transport and Main Roads Infrastructure Management & Delivery Division
For sign details see page 3.
	INFORMATION SIGN WIDE CENTRE LINE IMAGE DETAIL(3)
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-Q14 8 _ Page 8 of 9
Designed RH 06/23	Checked RSN 10/24	Scale Not to Scale
A	B	C

Note	Information sign wide centre line image detail(4)	Department of Transport and Main Roads Infrastructure Management & Delivery Division
For sign details see page 4.
	INFORMATION SIGN WIDE CENTRE LINE IMAGE DETAIL(4)
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 30/10/24 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-Q14 9 _ Page 9 of 9
Designed RH 06/23	Checked RSN 10/24	Scale Not to Scale
A	B	C

View this figure on page 64 of the PDF ↗

SCHOOL ZONE SPEED LIMIT AHEADp. 64

SCHOOL ZONE · AHEAD · Colour Legend · Class 400 retroreflective white · Black · Class 400 retroreflective fluorescent yellow green · Class 400 retroreflective fluorescent orange (target board edge strip)

A	B	C
a	450	600	900
b	950	1250	1900
c	35	45	70
d	80D	105D	160D
e	50	66	100
f	440	585	880
g	45	60	90
h	50	66	100
k	75D	100D	150D
m	4	6	8
n	370	492	740
o	200D	260D	400D
p	8	12	16
r	40	50	75
a 1	600	800	1200
b 1	1100	1450	2200
c 1	75	100	150
r 1	75	100	150

A	B	C
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 22/05/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-040-Q01
Designed RH 05/25	Checked DJ 05/25	Scale Not to Scale
A

BRIDGE DAMAGE CONTROL SUPPLEMENTARY PLATE

a	b	c	d	e	f	g	r
A	450	300	5	15	45	50D	30	25
B	600	400	10	30	60	70D	35	50
C	900	600	15	45	90	100D	60	100
D	1200	800	15	45	120	140D	70	100

Colour Legend Class 400 retroreflective white Black.

Department of Transport and Main Roads Infrastructure Management & Delivery Division.

APPROVED AS OFFICIAL TRAFFIC SIGN 24/04/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice).

G9-040-Q02.

Designed RH 04/25.

Checked JP 04/25.

Scale Not to Scale.

c	d	e	f	g	r
450	300	5	15	45	50D	30	25
600	400	10	30	60	70D	35	50
900	600	15	45	90	100D	60	100
1200	800	15	45	120	140D	70	100

CRASH ZONE SUPPLEMENTARY PLATE

a	b	c	d	e	f	g	r
A	450	300	5	15	55	70E	50	25
B	600	400	10	30	75	90E	70	50
C	900	600	15	45	110	140E	100	100
D	1200	800	15	45	150	180E	140	100

Colour Legend Class 400 retroreflective white Black.

Department of Transport and Main Roads Infrastructure Management & Delivery Division.

APPROVED AS OFFICIAL TRAFFIC SIGN 24/04/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice).

G9-040-Q03.

Designed RH 04/25.

Checked JP 04/25.

Scale Not to Scale.

c	d	e	f	g	r
450	300	5	15	55	70E	50	25
600	400	10	30	75	90E	70	50
900	600	15	45	110	140E	100	100
1200	800	15	45	150	180E	140	100

HIGH ACTIVITY ZONE SUPPLEMENTARY PLATE

a	b	c	d	e	f	g	r
A	450	300	5	15	45	50E	30	25
B	600	400	5	15	60	70E	35	25
C	900	600	10	30	90	100E	60	50
D	1200	800	15	45	120	140E	70	100

30 R4-1B Colour Legend Black HIGH G9-040-Q04B ACTIVITY Class 400 retroreflective red ZONE Class 400 retroreflective white Example.

Department of Transport and Main Roads Infrastructure Management & Delivery Division.

APPROVED AS OFFICIAL TRAFFIC SIGN 24/04/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice).

G9-040-Q04.

Designed RH 04/25.

Checked JP 04/25.

Scale Not to Scale.

b	c	d	e	f	g	r
450	300	5	15	45	50E	30	25
600	400	5	15	60	70E	35	25
900	600	10	30	90	100E	60	50
1200	800	15	45	120	140E	70	100

HOSPITAL ZONE SUPPLEMENTARY PLATE

a	b	c	d	e	f	r
A	450	300	5	15	60	60D	25
B	600	400	5	15	80	80D	25
C	900	600	10	30	120	120D	50
D	1200	800	15	45	160	160D	100

Colour Legend Black Class 400 retroreflective white.

Department of Transport and Main Roads Infrastructure Management & Delivery Division.

APPROVED AS OFFICIAL TRAFFIC SIGN 24/04/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice).

G9-040-Q05.

Designed RH 04/25.

Checked JP 04/25.

Scale Not to Scale.

a	b	c	d	e	f	r
A	450	300	5	15	60	60D	25
B	600	400	5	15	80	80D	25
C	900	600	10	30	120	120D	50
D	1200	800	15	45	160	160D	100

NEW LIMIT SUPPLEMENTARY PLATE

a	b	c	d	e	f	g	r
A	450	300	5	15	56	75E	38	25
B	600	400	5	15	75	100E	50	25
C	900	600	10	30	112	150E	76	50
D	1200	800	15	45	150	200E	100	100

Colour Legend Class 400 retroreflective yellow Black.

Department of Transport and Main Roads Infrastructure Management & Delivery Division.

APPROVED AS OFFICIAL TRAFFIC SIGN 24/04/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice).

G9-040-Q06.

Designed RH 04/25.

Checked JP 04/25.

Scale Not to Scale.

SETTLEMENT SUPPLEMENTARY PLATE

a	b	c	d	e	f	g	m	n	o	r
SIZE B	600	450	140	80C	30	40	120	150	75	75	50
SIZE C	900	675	210	120C	45	60	180	225	112	113	100
SIZE D	1200	900	280	160D	60	80	240	300	150	150	100

Colour Legend SETTLEMENT Class 400 retroreflective white Black.

Example.

Department of Transport and Main Roads Infrastructure Management & Delivery Division.

APPROVED AS OFFICIAL TRAFFIC SIGN 24/04/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice).

G9-040-Q07.

Designed RH 04/25.

Checked JP 04/25.

Scale Not to Scale.

RAILWAY CROSSING SUPPLEMENTARY PLATE

a	b	c	d	e	f	h	g	r
A	450	300	5	15	60	65D	65C	50	25
B	600	400	5	15	80	85D	85C	70	25
C	900	600	10	30	120	130D	130C	100	50
D	1200	800	15	45	160	170D	170C	140	100

Colour Legend Class 400 retroreflective white Black.

Department of Transport and Main Roads Infrastructure Management & Delivery Division.

APPROVED AS OFFICIAL TRAFFIC SIGN 22/05/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice).

G9-040-Q08.

Designed RH 05/25.

Checked DJ 05/25.

Scale Not to Scale.

View this figure on page 72 of the PDF ↗

110 km/h ZONE ENDS 500 mp. 72

3400 · R300 · 300 · 75 · 110 km/h · 360D/310Em · 260 · ZONE · 2200 · 360E · 260 · ENDS · 500 m · 360D/310Em · 25 · 300

Colour Legend Class 400 retroreflective white Black.

Department of Transport and Main Roads Infrastructure Management & Delivery Division.

ISSUED AS OFFICIAL TRAFFIC SIGN 01/06/26 PRINCIPAL ENGINEER Date (Traffic Engineering Practice).

G9-040-Q09.

Designed RH 05/25.

Checked RS 06/26.

Scale Not to Scale.

300 15 50 120D 425 R115 R135 15 IN MY 45D 20 STREET 45D 15 Note: For guidance on the use of this sign refer to the Queensland MUTCD Part 4. Colour Legend Black Class 400 retroreflective yellow
	WHEELIE BIN SPEED REMINDER STICKER
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 13/05/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-040-Q10 1 _ Page 1 of 2
Designed RH 05/25	Checked DJ 05/25	Scale Not to Scale
A

50 For sticker design refer to page 1 IN MY STREET Kerb Notes: 1. The sticker is to be placed on one side of the wheelie bin only and located in a position that will not be subject to damage by the lifting forks of the collection vehicle. 2. Sticker to be installed only by a local authority officer or an authorised representative. 3. The bin with a sticker is only permitted to be displayed the night before and during the day of collection.
	WHEELIE BIN SPEED REMINDER STICKER APPLICATION
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 13/05/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-040-Q10 2 _ Page 2 of 2
Designed RH 05/25	Checked DJ 05/25	Scale Not to Scale
A

900 R100 95 45 NEW 120E 50 45 175 SPEED 100E 1200 50 LIMIT 100E 175 45 50 AHEAD 100E 15 95 Note: For guidance on the use of this sign refer to the Queensland MUTCD Part 4. Colour Legend Class 400 retroreflective yellow Black
	NEW SPEED LIMIT AHEAD
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 19/05/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-040-Q11
Designed RH 05/25	Checked DJ 05/25	Scale Not to Scale
A

a r e d k b h HIGH f g ACTIVITY f g ZONE f c e a b c d e f g h k r A 450 600 10 30 52 45D 22 39 278 50 B 600 800 15 45 70 60D 30 50 370 100 C 900 1200 20 60 104 90D 44 78 556 100 D 1200 1600 30 90 140 120D 60 100 740 200 Note: For guidance on the use of this sign refer to the Queensland MUTCD Part 4. 30 Colour Legend Black Class 400 retroreflective white Example of use
	HIGH ACTIVITY ZONE
Department of Transport and Main Roads Infrastructure Management & Delivery Division	APPROVED AS OFFICIAL TRAFFIC SIGN 24/04/25 A/PRINCIPAL ENGINEER Date (Traffic Engineering Practice)	G9-040-Q12
Designed RH 04/25	Checked JP 04/25	Scale Not to Scale
A

a	b	c	d e	f	g	h	k
A	450	600	10	30 52	45D	22	39	278
B	600	800	15	45 70	60D	30	50	370
C	900	1200	20	60 104	90D	44	78	556
D	1200	1600	30	90 140	120D	60	100	740

Drawings from the original pages

p. 76