Sdre14-3 Ker 1-13-1dec17
Sdre14-3 Ker 1-13-1dec17
Sdre14-3 Ker 1-13-1dec17
CHAPTER 3
KERBS LTA/SDRE14/3/KER1 A
125
150 75 CHAMFER
125
TYPE OF KERB LOCATION
175
K2B KERB
25 X 25
100
75
150
CHAMFER
175
125 0
98
150
SIDE VIEW FRONT VIEW C16/20
TH
K
AY
CONCRETE M
20 TAR EW
AG
U OR
M
XI TM RI
K2B PRECAST CONCRETE KERB 98
0
MA EN R
CA
M
125
600 CE
SCALE 1:20
ISOMETRIC VIEW
KERB HEIGHT TRANSITION
FROM 125mm TO 175mm
K2B PRECAST CONCRTE KERB WITH FOUNDATION
SCALE 1:30
SCALE 1:20
D1 DIVIDER KERB
50
FLUSH KERB 30 X 30
CHAMFER
CEMENT MORTAR
600 0
60
C16/20 25
22 DIA DOWEL BAR
CONCRETE 160 X 50
00
SLOT HOLE
50100
0
16
1
25
AT 3m C/C
350 150
CEMENT MORTAR CEMENT
100 100 300 MORTAR
3-1
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
BL
AC
K
EXTENT OF KERB PAINTING
BUS SHELTER
W
HI
TE
15m 15m CA
RR
IAG
EW
AY
BL
KERB PAINTING AT BUS BAY AC
K
EXTENT OF KERB
NG 70m
DETAIL OF KERB PAINTING
NTI
PAI
70m
NT 50m
50m GE TANGE
TAN T NT
NG
IN POI
NT
PO
NTI
DIRECTION OF TRAVEL
DI
RECT
I
ONO
FTRA
VEL
70m
ENT RADIUS 200m
TANG TAN
NT GEN
POI POI T
EXTENT OF KERB PAINTING NT
EXTENT OF KERB
NG 70m
NTI
PAI
(SHEET 1 OF 2) LTA/SDRE14/3/KER2 -
3-2
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
m
NG 70
NTI
I
FKERBPA
NTO
EXTE
EXTENT OF KERB
NG 70m
VEL
TRA
OF
ON
I
NTI
CT
RE
DI
PAI
DI
REC
TI
ON
OF
TRA
VEL
EXTE
NTO
FKER
BPAI
NTI
NG 70
m
DI
REC
TI
ON
OFT
RAV
NG 70m
EL
EXTENT OF
NTI
AVEL
FTR
KERB PAI
ONO
CTI
DIRE
m
NG 70
NTI
BPAI
NTOFKER
EXTE
START OF TAPERING
STANDARD DETAIL
(SHEET 2 OF 2) LTA/SDRE14/3/KER3 -
3-3
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
5
26
0
40 11
90
125
11
11 90
90 55
100 225 59
5
100
5
R2 50
95
0 R20 100
5
R2 0 75
25 R2
X 0
25 LAY 0 R2
0 40
30 SP 20
0 5
29
0 0
10 10
C1 PRECAST CONCRETE KERB C2 PRECAST CONCRETE KERB SCALE 1:20 SCALE 1:20
100
FLAMED FINISH GRANITE SLAB
75
5
WSFR B5 (MAIN WIRE PLACED LENGTH WISE) 26
R20
DETAIL OF C1 PRECAST CONCRETE KERB
SCALE 1:20
0
20
C2 PRECAST CONCRETE KERB 10
0
WSFR B5 (MAIN WIRE PLACED LENGTH WISE) WSFR B5 (MAIN WIRE PLACED LENGTH WISE)
2 NOS. R20 DOWEL BAR
1190 X 300 X 225 1190 X 300 X 225
125
125
C2 PRECAST CONCRETE KERB
25 THK CEMENT & SAND MORTAR (1:3) 25 THK CEMENT & SAND MORTAR (1:3)
100
WITH APPROVED LATEX BASED ADDITIVE WITH APPROVED LATEX BASED ADDITIVE
1:
5
3-4
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
CARRIAGEWAY 300 600
100
HOMOGENEOUS
1 TACTILE TILES 1:40
100
-
2
50
-
CAST-IN-SITU FOOTPATH
LEAN CONCRETE
WSFR A5
SECTION A-A
(DRAIN NOT SHOWN)
SCALE 1:30
CARRIAGEWAY
100
1:40
PEDESTRIAN
CROSSING
50
- LEAN CONCRETE CAST-IN-SITU FOOTPATH
VERGE
18
AT 6m C/C
00
SCALE 1:100
K2A PRECAST
TRAFFIC LIGHT POLE
CONCRETE KERB
1000
FOOTPATH 3000 H
1
:2 AT
LEVEL (FL) 1:
12 1
OTP
FO
3000
A
PEDESTRIAN
30
CROSSING - 0 E
6 RG
00
CONCRETE RAMP HOMOGENEOUS N 0 VE
IA 0
30
TACTILE TILES TR G
S IN
E
1:
VIEW D D SS 12
12
DROP-INLET E 1:
P RO FLASHING BEACON
CHAMBER SCALE 1:100 C
30 (TO BE ALIGNED
1:
AT 3m C/C TRAFFIC LIGHT POLE 0
40
WITH STOP LINE)
(1.2m FROM KERB) HOMOGENEOUS TACTILE TILES
HOMOGENEOUS
HOMOGENEOUS TACTILE TILES
250 DIA UPVC PIPE
B
12
1:
UPVC PIPE
40
1:
1800
TH
K2A PRECAST FOOTPATH
VERGE
PA
CONCRETE KERB
OT
600
E
FO
RG
1800
VE
FOOTPATH
DROP-INLET CHAMBER
-
C
AT 6m C/C
D
1000 3000
DROP-INLET CHAMBER -
AT 6m C/C 3000 250 DIA UPVC PIPE
PEDESTRIAN
CROSSING K2A PRECAST
PEDESTRIAN CROSSING
CONCRETE KERB
DETAIL 1 DETAIL 2 DETAIL 3
SCALE 1:200 SCALE 1:150
SCALE 1:150
7. No drop-inlet chamber shall be placed within the pedestrian crossing zone. REV. DATE 1st APR 2014 AS SHOWN 1 OF 7
3-5
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
HOMOGENEOUS
CARRIAGEWAY 300 TACTILE TILES 100
1 1:40
100
-
2
-
50
CAST-IN-SITU FOOTPATH
LEAN CONCRETE WSFR A5
100
CARRIAGEWAY
1:40
PEDESTRIAN
50
CROSSING LEAN CONCRETE
3 CAST-IN-SITU FOOTPATH
-
SECTION B-B
K2A PRECAST (DRAIN NOT SHOWN)
SCALE 1:30
CONCRETE KERB
(NOT TO SCALE)
N
DRAI
VIEW C
FOOTPATH
5000
VERGE
SCALE 1:100
/SLAB-
TI
DROP-INLET CHAMBER
600 3000 600
TRANSI
AT 6m C/C
1000
K2A PRECAST
1:
CONCRETE KERB
12
VIEW D RG
PEDESTRI
NG
VE
3000
CROSSI
A
SCALE 1:100 N
I
/ RA
-
30
-
0 ATH - D
A N R
IA TP E
00 O OV
30 TR 60 FO AB-
- S ING 0 L
5000 5000 E S
D SS
1:
DROP-INLET E
1:12 1:12 P RO
12
1800
FOOTPATH/ WITH STOP LINE)
FOOTPATH/
SLAB-OVER-DRAIN 12
250 DIA HOMOGENEOUS TACTILE TILES SLAB-OVER-DRAIN 1:
UPVC PIPE
40
B
5000
1:
HOMOGENEOUS
TRANSITION TACTILE TILES
1:12 1:12 VERGE
LENGTH 250 DIA UPVC PIPE
40 600
1:
1800
FOOTPATH
E
G
12
/SLAB-OVER-DRAIN
1:
VE
FLASHING BEACON K2A PRECAST CONCRETE KERB
N
AI
(TO BE ALIGNED
HOMOGENEOUS
DR
O TH/
VERGE WITH STOP LINE) DROP-INLET CHAMBER
C
R-
TACTILE TILES D
AT 6m C/C
AB PA
VE
-
SL OT
-
FO
1000 3000 K2A PRECAST
TRAFFIC LIGHT POLE 3000
CONCRETE KERB
(1.2m FROM KERB) PEDESTRIAN
PEDESTRIAN 250 DIA UPVC PIPE
CROSSING DROP-INLET CHAMBER
CROSSING
AT 6m C/C
18
DETAIL 2 00 DETAIL 3
DETAIL 1
SCALE 1:150 SCALE 1:150
SCALE 1:200
STANDARD DETAIL
3-6
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
3000 1m
PEDESTRIAN (MINIMUM)
TRAFFIC LIGHT CROSSING
POLE (1.2m
FROM KERB)
M UM )
VERGE
NI
1m
MI
AN (
A
K2A PRECAST
PEDESTRI
NG
CONCRETE KERB
3000
CROSSI
B
-
HOMOGENEOUS
TACTILE TILES
K2A PRECAST
CONCRETE KERB TRAFFIC LIGHT POLE
(1.2m FROM KERB)
B
-
6m (MINIMUM)
VERGE CLEAR ZONE
0
30
60
00
ZE S
C
R
B SIN
O
FLASHING BEACON 0
WITH 'PEDESTRIAN 60 100
CROSSING SIGN' 50
LEAN CONCRETE
WSFR A5
HOMOGENEOUS TACTILE TILES
B VARIES C
1500 (MINIMUM)
300 600 600 300
1:40
CONCRETE KERB
LEAN CONCRETE
SECTION B-B
(FOR WIDTH OF TRAFFIC ISLAND EQUAL TO OR GREATER THAN 7.5m)
SCALE 1:25
3-7
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
N/
DRAI
FOOTPATH DRAIN/
FOOTPATH
VERGE
1:
12
12
1:
VERGE
40
1:
HOMOGENEOUS VERGE
TACTILE TILES
60 1:
0 40
30
0
18 0
00 60
AD
SI RO
DE IN
RO MA
AD
60
0
E
-
DROP-INLET CHAMBER
AT 6m C/C
AT SIDE ROAD
(NTS)
CONCRETE RAMP
1:40
FALL
HOMOGENEOUS
TACTILE TILES
VIEW E
SCALE 1:25
STANDARD DETAIL
3-8
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
DRAIN / FOOTPATH
HOMOGENEOUS
TACTILE TILES
ABUTTING DEVELOPMENT FENCE / WALL
12
1:
40
1:
0
60
0 VERGE
30
0 1:
30 40
18
00
DR
IVE
W
AY 60
0
AD
RO
IN
F MA
DROP-INLET CHAMBER
AT 6m C/C
AT DRIVEWAY
(NTS)
FALL
HOMOGENEOUS
TACTILE TILES
VIEW F
SCALE 1:25
STANDARD DETAIL
DRIVEWAY LTA/SDRE14/3/KER9 B
B SEP 2017
3-9
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
OPEN DRAIN
FOOTPATH
HOMOGENEOUS
12
1:
TACTILE TILES
VERGE
0
30
0 1:
18 30 40
00
0
60
DR
IVE
W
AY
60
0
DROP-INLET CHAMBER
G AT 6m C/C
AD
RO
IN
MA
AT DRIVEWAY
(NTS)
600 1:40
125
FALL
HOMOGENEOUS
TACTILE TILES
VIEW G
SCALE 1:25
3-10
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
WIDTH
100
WSFR A5
1:40
150
CARRIAGEWAY
150
50 THK. LEAN CONCRETE
SUBGRADE TO BE
COMPACTED
3500 VERGE
100
WSFR A5
1:40
150
CARRIAGEWAY
150
50 THK. LEAN CONCRETE
150
SUBGRADE TO BE COMPACTED
130 300 15
WSFR A5 WHITE RIGID POLYVINYLCHLORIDE CRACK
INDUCER TO BE PROVIDED AT 20m C/C
30
100 THK
T13-400C/C DOWEL BARS TO BE ANCHORED INTO EXISTING CONCRETE PAVEMENT.
APPROVED EPOXY RESIN
CRACK INDUCER TO BE CONTINUED FROM THE EXISTING INDUCER.
IN �16 HOLES
EXISTING SURFACE TO BE
ROUGHENED
CONNECTION DETAIL FOR WIDENING OF EXISTING CONCRETE PAVEMENT DETAIL OF CRACK INDUCER
SCALE 1:5 SCALE 1:5
3-11
CHAPTER 3 - MAIN PAGE PREVIOUS NEXT
300
300
300
25
50
CARRIAGEWAY
15
KERB CUT RAMP PEDESTRIAN CROSSING KERB CUT RAMP
300
A
600mm -
HOMOGENEOUS
TACTILE TILE
600mm TACTILE TILE 35 TACTILE TILES
25 15
12
5
PLAN SECTION A-A
TYPE A - ARRANGEMENT OF TACTILE TILES TYPE B - ARRANGEMENT OF TACTILE TILES
(STRAIGHT KERB CUT RAMP) (CURVE KERB CUT RAMP) HOMOGENEOUS TACTILE TILES
SCALE 1:100 SCALE 1:100 SCALE 1:5
AN
PEDESTRI
NG
N.1 m
CROSSI
MI
300 300
KE
RB
TACTILE TILE W
I
LL
B
300 300 MIN 1m
E
RA
CARRIAGEWAY
ISE
300
D
CARRIAGEWAY TACTILE TILE
KERB CUT RAMP KERB CUT RAMP
TACTILE TILE
600mm
TACTILE TILE
300
NOTES: 4. Tactile tiles shall comply to SS485:2011 for skid resistance based on wet STANDARD DETAIL
1. The tactile tiles shall have a minimum of 30% luminance contrast with the pendulum test (Classification V).
footpath ramp. 5. For driveways leading to two or less individual house units, a flushed kerb
2. All homogeneous tiles shall comply with the following: is to be provided without any tactile tiles.
- Water absorption : 0.4% maximum per ASTM C72 6. For closely-spaced driveways with footpath separated from the carriageway HOMOGENEOUS TACTILE DRAWING NO. REV.
- Modules of rupture : 10.34 MN/m² per ASTM C99 by a green verge or kerb, and with footpath length less than 10m, the whole TILES AND ARRANGEMENT LTA/SDRE14/3/KER12 B
- Compressive strength : 131 MN/m² per ASTM 0170 footpath is to be flushed. B SEP 2017 OF TACTILE TILES
A DATE OF ISSUE SCALE SHEET NO.
3. All homogeneous unglazed ceramic tiles shall comply to ISO 13006:2012. OCT 2015
3-12
CHAPTER 3 - MAIN PAGE PREVIOUS
A DETAIL A
-
980
0
3m c/c 98
900 X 150 PRECAST KERB (GRADE 25)
R13 M.S. BAR
WITH 600mm WIDE
SLOT HOLE AT 3m C/C
R13 M.S. BAR
125
75 0
60
60 50
600
PLAN OF CENTER MEDIAN PRECAST CONCRETE KERB WITH SLOT HOLE ISOMETRIC VIEW
SCALE 1:100
SCALE 1:20
50 75
WIDTH OF CENTRE MEDIAN FALL
80
M.S PEDESTRAIN GRATING M.S PEDESTRAIN GRATING 350
DEPTH
WITH M.S. PLATE WITH M.S. PLATE CENTER
ACCORDING
75 TO TYPE OF MEDIAN
FALL FALL
PAVEMENT DRAIN
50
STRUCTURE
APPROVED 600
GRADE 20 BACKFILLED GRADE 20 50mm THK.
CONCRETE MATERIAL CONCRETE LEAN CONCRETE
100mm THK.
HARDCORE
3-13