TRAFFIC MANAGEMENT MEASURES

CHANNELISING ISLANDS & U-TURN

SPEED REGULATING STRIPS

& NON-EXPRESSWAY

PHYSICAL NOSING WITH DRAINAGE - FOR EXPRESSWAY

WAITING AREA FOR MOTORCYCLISTS

BUS FRIENDLY ROAD HUMP CUM RAISED ZEBRA CROSSING

BUS FRIENDLY ROAD HUMP

ROAD HUMP

RAISED ZEBRA CROSSING

PAVEMENT MARKINGS FOR PEDESTRIAN CROSSINGS

B

A

B

B

-

A

B

B

A

DRAWING TITLE DRAWING NO. REVISION

DRAFT

LTA/SDRE14/9/TMM9

LTA/SDRE14/9/TMM8

LTA/SDRE14/9/TMM7

LTA/SDRE14/9/TMM6

LTA/SDRE14/9/TMM5

LTA/SDRE14/9/TMM4

LTA/SDRE14/9/TMM3

LTA/SDRE14/9/TMM2

LTA/SDRE14/9/TMM1

CHAPTER 9

LTA/SDRE14/9/TMM1

AS SHOWN 1 OF 1

9-1

STRIPS

SPEED REGULATING

A SEP 2017

2. Thickness of thermoplastic paint for strips ahead marking is 3mm.

1. Speed regulating strips shall not be placed at road bend.

STANDARD DETAIL

REV. DATE

DRAWING NO. REV.

A

DATE OF ISSUE

1st APR 2014

SCALE SHEET NO.

NOTES:

DRAFT

STRIPS

AHEADSTRIPS

AHEAD

6m8m11m14m17m20m23m25m30m

STRIP

S

AHEA

D

-

-

DIRECTION OF TRAVEL

ROAD MARKINGS

SCALE 1:1000

FOR POSTED SPEED OF 70km/h

1

(REFER TO TRAFFIC PLAN)

PEDESTRIAN CROSSING

START OF CURVE /

ROAD KERB

ROAD MARKINGS

DIRECTION OF TRAVEL

SCALE 1:1000

FOR POSTED SPEED LESS THAN 70km/h

(REFER TO TRAFFIC PLAN)

PEDESTRIAN CROSSING

START OF CURVE /

ROAD MARKINGS

DIRECTION OF TRAVEL

15m3m 3m 3m 3m

2m 2m2m2m2m2m 2m 2m 2m 2m 2m2m2m

30m

2.52m 2.52m

15m 30m 10m 8m 7m 6m 4m

2m2m2m2m 2m

3m3m3m3m

2m 2m 2m 2m 2m

20m

2.52m 2.52m

3m3m3m3m

2m 2m 2m 2m 2m 2m 2m 2m 2m 2m 2.52m 2.52m

20m 6m4m 7m 8m 10m 30m 15m1

SCALE 1:50

THERMOPLASTIC PAINT

8 THK WHITE

A

-

DETAIL 1

300

1400

300

SCALE 1:5

CARRIAGEWAY CARRIAGEWAY

SECTION A-A

THERMOPLASTIC PAINT

WHITE STRIP FORMED BY

300

8

420

200

150

2980

350

490

840

490

350

280200300200200

150

200

150

420

1680

490

420

980

630

420

630

420

630

420

1050

420

1050

490

420

980

630

2520

300 200 200 200

80

100

200 160 200 160 200 160 160 200

100

SCALE 1:40

MARKINGS FOR STRIPS AHEAD

200 160 200

300

350

550

440

300

280

440

190

550

910

420

770

420

910

420

770

420

190

440

640

280

300

440

350

300

2520

100100

LTA/SDRE14/9/TMM2U-TURN

CHANNELISING ISLANDS &

A OCT 2015

AS SHOWN 1 OF 1

9-2

1. Centre median of width less than 500mm shall be paved.

B SEP 2017

STANDARD DETAIL

REV. DATE

DRAWING NO.

DATE OF ISSUE

1st APR 2014

SCALE SHEET NO.

REV.

B

NOTES:

DRAFT

R

600

R X

3600

Y

X

X

600

R

600

300

SCALE 1:100

R

DIVERGING

MERGING

X

3600

1800

Y

X

X

600

300

NOSING AT CHANNELISING ISLAND

DIRECTI

ON OF

TRAVE

L

DIRECTION OF TRAVEL

2-WAY TRAFFIC

DIVERGING / MERGING TWO WAY TRAFFIC

Y

Y Y

Y

FINISHED ROAD LEVEL

APPROVED BACKFILL MATERIAL

SCALE 1:25

DETAILS OF PAVED SURFACE

50 THK SAND BASE

100 THK C16/20 CONCRETE

CONCRETE KERBTYPE K2A PRECAST

SUB-BASE

500 OR LESS

DETAIL OF U-TURN

SCALE 1:500

LESS THAN 2500kg (2 LANES CARRIAGEWAY)

KERB LINE

REFLECTIVE SPRING LOADED POST

30m 40m (MINIMUM)

3.3

m

1m

(MINIM

UM)

9.4

m

5m 8m10m 2m

AI B

LTA/SDRE14/9/TMM3NON-EXPRESSWAY

EXPRESSWAY &

DRAINAGE - FOR

PHYSICAL NOSING WITH

A OCT 2015

AS SHOWN 1 OF 1

9-3

(Refer to Drawing No. LTA/SDRE14/6/VIG3A, if a crash cushion is required)

is not required.

1. This detail is also applicable for the off-ramp nosing where crash cushion

STANDARD DETAIL

REV. DATE

DRAWING NO. REV.

A

DATE OF ISSUE

1st APR 2014

SCALE SHEET NO.

NOTES:

DRAFT

PLAN OF PHYSICAL NOSING

SUMP

ROADSIDE DRAINSID

ETABLES

SLIP R

OA

D

BO

X C

UL

VE

RT

RAISED KERB

SLIP ROAD

SUMP

600 WIDE DRAIN R600

SLOPING SURFACE TO BE TURFED

AT 1.5m C/C

35 WIDE SLOT HOLE

WITH EDGE OF SHOULDER

TAPERED DOWN TO BE IN LINE

RAISED KERB TO BE GRADUALLY

AT 3m C/C

VEHICULAR GRATING

A

-

Y 10m

12m

1168

ELEVATION

SCALE 1:100

ROAD LEVELX

KERB

X

EXPRESSWAY

NON-EXPRESSWAY

100

125

KERBTYPE OF

MOUNTABLE KERB

K2A KERB

Y

2

-

(mm) (m)TYPE OF ROAD

12m PHYSICAL NOSE

10m2m

125

VEHICULAR GRATING AT 3m C/C

SECTION A-A

SCALE 1:20

KERBFALL

SLIP ROADMAIN CARRIAGEWAY

50 THK LEAN CONCRETE

100 THK HARDCORE

TYPE C2 CHANNEL

B

-

FALLFINISHED ROAD LEVEL

AT 1.5m C/CSLOT HOLE

C16/20 CONCRETE

1200 (MINIMUM)

125600125

600

R13 M.S. BAR

SCALE 1:10

SECTION C-C

60

50

75

CEMENT MORTAR

FOUNDATION

R13 M.S. BAR

SCALE 1:10

SECTION B-B

KERB

C

-

WITH SLOT HOLE AT 1.5m C/C

900 X 125 PRECAST KERB (C20/25)

90020 20

250

X

600

PRIMARY SIGNAL

PEDESTRIAN SIGNAL

REFER TO LANE MARKINGS

FLASHING BEACON WITH 'PEDESTRIAN CROSSING' SIGN

RAISED REFLECTIVE PAVEMENT MARKERS (AMBER)

HOMOGENEOUS TACTILE TILES

SECONDARY SIGNAL

LEGEND

LTA/SDRE14/9/TMM4CROSSINGS

FOR PEDESTRIAN

PAVEMENT MARKINGS

A OCT 2015

B SEP 2017

AS SHOWN 1 OF 1

9-4

D

THE 'ARROW' SIGN

TO BE PLACED PERPENDICULAR TO

'PEDESTRIAN CROSSING PROHIBITION' SIGN

SIDE OF ROAD

'ARROW' SIGN TO BE PLACED PARALLEL TO

SUBJECT TO SO'S APPROVAL

EXISTING LAMPPOSTS WHEREVER POSSIBLE AND

ALL SIGNS TO BE CLAMPED ONTO THE NEAREST

from the road kerb.

6. The 'Pedestrian Crossing' sign shall face the oncoming traffic and erect away

laid down in BS 8442:2006, BS EN 12899-1:2007, BS EN 1643-1:2014.

5. The raised reflective pavement markers shall comply with the requirements

4. The zig zag markings shall be 350mm away from the road kerb.

3. The zig zag markings must not overlap existing double yellow lines.

2. Pedestrian crossing without green and red man aspect is to be painted yellow.

1. Pedestrian crossing with green and red man aspect is to be painted white.

9. 'Pedestrian Prohibition Crossing' signs is not applicable for expressway.

than 'Pedestrian Crossing' signs.

8. No additional loading is to be added onto the flashing beacon pole other

the flashing beacon pole.

traffic light pole / any sign pole that is located less than 1m away from

7. The 'Pedestrian Crossing' sign is to be erected on existing lampost / STANDARD DETAIL

REV. DATE

DRAWING NO.

DATE OF ISSUE

1st APR 2014

SCALE SHEET NO.

REV.

B

NOTES:

DRAFT

FOOTPATH / CLOSED DRAIN

SIGNALISED PEDESTRIAN CROSSINGSCALE 1:500

cL

FOOTPATH / CLOSED DRAIN

cL

DIRECTION OF TRAVEL

OVERHEAD BRIDGESCALE 1:500

DIRECTION OF TRAVEL

50m50m

1.5m 1.5m

A4

J

C

CB

BF

B

J

F

3m

3m 3m

1.8

m1.8

m

50m50m

1m

DIRECTION OF TRAVEL

ZEBRA CROSSING

ZEBRA CROSSING AND ZIG ZAG MARKINGSCALE 1:250

DIRECTION OF TRAVEL

50m 50m

K

J

cL

J

600

1m 500

600

500

1m

1m

3000 1500 1500 3000

LEGEND

REFER TO LANE MARKINGS

FLASHING BEACON WITH 'PEDESTRIAN CROSSING' SIGNS

RAISED REFLECTIVE PAVEMENT MARKERS (AMBER)

HOMOGENEOUS TACTILE TILES

RAISED ZEBRA CROSSING LTA/SDRE14/9/TMM5

A OCT 2015

AS SHOWN 1 OF 1

9-5

D THE 'ARROW' SIGN

TO BE PLACED PERPENDICULAR TO

'PEDESTRIAN CROSSING PROHIBITION' SIGN

SIDE OF ROAD

'ARROW' SIGN TO BE PLACED PARALLEL TO

SUBJECT TO SO'S APPROVAL

EXISTING LAMPPOSTS WHEREVER POSSIBLE AND

ALL SIGNS TO BE CLAMPED ONTO THE NEAREST

B SEP 2017

2. Checker markings to be painted in yellow.

1. Footpath joining pedestrian crossings shall be flushed with zebra crossing.

STANDARD DETAIL

REV. DATE

DRAWING NO.

DATE OF ISSUE

1st APR 2014

SCALE SHEET NO.

REV.

B

NOTES:

DRAFT

600

600

K

-

SLOW

X-ING

AHEAD

AHEA

D

X-IN

G

SLO

W

DIRECTION OF TRAVEL

ZEBRA CROSSING

YELLOW CHECKER MARKING

DIRECTION OF TRAVEL

SCALE 1:250

PLAN

15m 15m 30m 30m 15m 15m

600

200

600

200

2.5m 2.5m 2.5m

1.6m 1.6m

3m

2.5m 2.5m 2.5m

1m

1m

1m

1m

J

A J

CL

140030001400

100

SCALE 1:50

CARRIAGEWAY LEVEL

TO BE RAISED BY WEARING COURSE

CHAMFERZEBRA CROSSINGCHAMFER

RAISED ZEBRA CROSSING

SECTION A-A

500

50

500

50

LTA/SDRE14/9/TMM6

AS SHOWN 1 OF 1

9-6

OF TRAVELDIRECTION

SCALE 1:20

COLOUR SCHEME FOR HUMP

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

150

200

45°

4000

WIDTH OF CARRIAGEWAY

1. Thickness of thermoplastic paint for hump ahead marking is 3mm.

ROAD HUMP

A SEP 2017

STANDARD DETAIL

REV. DATE

DRAWING NO. REV.

A

DATE OF ISSUE

1st APR 2014

SCALE SHEET NO.

NOTES:

DRAFTSCALE 1:30

MARKINGS FOR HUMP AHEAD

100

300 200 200 200 200 200 300 200 280

2980

490

420

980

630

2520

1050

420

1050

420

630

420

630

420

630

980

420

490

420

1680

420

350

490

840

490

350

200

150

100

150

200

150

80

200100 100

1050

420

1050

420

280

1820

840

280

840

560

420

770

420

910

550

190

440

280

300

300

350

440

100100100100100 100100100100

200 200 200 150 150 200100

100

100 100 100

SCALE 1:25

SECTION A-A

PARABOLIC S-CURVE

TO BE RAISED BY PREMIX W3B

CARRIAGEWAY LEVEL

0 8 32 50 68 92 100

400 800 1000 1200 1600 20000

Y-AXIS

X-AXIS

X

Y

X

Y

50

100

800 2400

4000

800

HU

MP

HUMP

AHEAD

AHEA

D

OF TRAVELDIRECTION A

-

YELLOW STRIPS 150 WIDE 45°

HUMP

TYPICAL PAVEMENT WARNING MESSAGE FOR ROAD HUMPSCALE 1:400

2520 15000 2520 30000 4000 30000 2520 15000 2520

cL

BUS FRIENDLY ROAD HUMP LTA/SDRE14/9/TMM7

AS SHOWN 1 OF 1

9-7

STANDARD DETAIL

REV.

-

REV. DATE

DRAWING NO.

DATE OF ISSUE SCALE SHEET NO.

1st APR 2014

DRAFT

HUMP

2150

HU

MP

--

AHEADA

HEA

D

DIRECTION OF TRAVEL

A A

AND 200 WIDE APART150 WIDE YELLOW STRIPES AT 45°

MARKINGYELLOW CHECKER

SCALE 1:250

PLAN

DIRECTION OF TRAVEL

30m 30m15m 15m

6002150

100

100

600

2.5m 2.5m

3.7m

2.5m 2.5m8m

SCALE 1:50

BUS FRIENDLY HUMP

SECTION A-A

4000 4000

8000

1001105050

100

1300

500

1001200 100 1200

500

1300

LTA/SDRE14/9/TMM8CROSSING

CUM RAISED ZEBRA

BUS FRIENDLY HUMP

A OCT 2015

AS SHOWN 1 OF 1

9-8

REFER TO LANE MARKINGS

FLASHING BEACON WITH 'PEDESTRIAN CROSSING' SIGNS

RAISED REFLECTIVE PAVEMENT MARKERS (AMBER)

HOMOGENEOUS TACTILE TILES

LEGEND

D THE 'ARROW' SIGN

TO BE PLACED PERPENDICULAR TO

'PEDESTRIAN CROSSING PROHIBITION' SIGN

SIDE OF ROAD

'ARROW' SIGN TO BE PLACED PARALLEL TO

SUBJECT TO SO'S APPROVAL

EXISTING LAMPPOSTS WHEREVER POSSIBLE AND

ALL SIGNS TO BE CLAMPED ONTO THE NEAREST

B SEP 2017

3. Floodlight to be provided if necessary.

2. Center refuge island shall terminate near a lamp pole.

1. Footpath joining pedestrian crossings shall be flushed with zebra crossing.

K

-

SLOW

X-ING

AHEAD

AHEA

D

X-IN

G

SLO

W

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

YELLOW CHECKER MARKING

SCALE 1:250

PLAN

A

100100

15m 15m 30m 30m 15m 15m

8m

600

600

(MINIMUM) (MINIMUM) (MINIMUM) (MINIMUM)

5005m3m 3m5m

500

2.5m 2.5m 2.5m

2m4m2m1m 1m

2.5m 2.5m 2.5m

1m

1.2

m600

1m

1m

1m

J

CL

1m

1m

STANDARD DETAIL

REV. DATE

DRAWING NO.

DATE OF ISSUE

1st APR 2014

SCALE SHEET NO.

REV.

B

NOTES:

DRAFT

SCALE 1:50

BUS FRIENDLY HUMP CUM RAISED ZEBRA CROSSING

SECTION A-A

SEPARATOR SEPARATOR

100 100110

4000

8000

Lc

13002200

500

1000

5001500

200

200 200

500 1500 500

22001300

4000

1000

200

LTA/SDRE14/9/TMM9

A OCT 2015

1 OF 1AS SHOWN

9-9

B SEP 2017

MOTORCYCLISTSWAITING AREA FOR

MotorcyclistWaiting Area for

SIDETABLE

PAVED SHOULDER

CARRIAGEWAY

DRAIN

VEHICULAR IMPACT GUARDRAIL

FLUSH KERB

TYPE 'B' RAILING

SHOULDER LINE

PLANSCALE 1:500

3m

(MINIMUM WIDTH 1.5m)

FOOTPATH

DOWN (5m LENGTH)

GRADUALLY TAPERED

RAISED KERB TO BE

DROP-INLET CHAMBERS AT 3m C/C

10m 10mFLYOVER / VIADUCT WIDTH OF

OPENING1.5m

1.5m

-

A

FLYOVER / VIADUCT WIDTH OF

MotorcyclistWaiting Area for

FLUSH KERB

TYPE 'B' RAILING

TYPE 2 VIG TERMINAL

COLUMNS OF FLYOVER

FLUSH KERB

RC BOX CULVERT

DRAIN

CARRIAGEWAY

PAVED SHOULDER

SIDETABLE

SHOULDER LINE

PLAN

SCALE 1:500

KERB

FLUSH

(MINIMUM WIDTH 1.5m)

FOOTPATH

WITH PROPER END TREATMENT

APPROVED SAFETY BARRIER

VIG END-TERMINAL

VEHICULAR GRATING

GALVANISED MILD STEEL

PROPOSED DRAIN WITHCHAMBERS AT 3m C/C

TYPE K2 RAISED KERB WITH DROP-INLET

3m

45

RAIN SHELTER SIGN

R135 R210 R135

SCALE 1:20

ARROW AND BORDER

COLOUR : BLUE BACKGROUND, WHITE LOGO,

SIZE : 900mm X 900mm

900

660

255

900

158

600

22.5 97.5 97.5 22.5

22.5

52.5

57

270

74

22.5

42

52.552.5

45°

52.5

60

90

22.5

120

52.5

SCALE 1:20

R135 R210 R135

ADVANCED RAIN SHELTER SIGN

SCALE 1:20

AND BORDER

COLOUR : BLUE BACKGROUND, WHITE LOGO

SIZE : 900mm X 900mm

AND BORDER

COLOUR : BLUE BACKGROUND, WHITE LOGO

SIZE : 900mm X 600mm

22.5 97.566097.5

900

900

22.5

22.5

22.5

57

255

270

74

157.5

42

120

90

60

22.5

900

5872058

125

280

131

600

32 32

32

32

300m

RIGID PAVEMENT

SECTION A-ASCALE 1:100

RAILING

SAFETY

AT 3m C/C

250 DIA UPVC PIPE

DROP-INLET CHAMBER AT 3m C/C

FOOTPATHDRAIN

1.5m

STANDARD DETAIL

REV. DATE

DRAWING NO.

DATE OF ISSUE

1st APR 2014

SCALE SHEET NO.

REV.

B

DRAFT