ROADSI
DE DRA
I
N
1200 ( MINIMUM )
600mm WIDE SLOT HOLE
AT 1.5m C/C
SI
DETABL
ES
SLIP ROAD
RAISED KERB
PEDESTRIAN GRATING AT 3m C/C
Y
125
600
TYPE K2 PC. CONC KERB
125
FINISHED ROAD LEVEL
125
SLI
P RO A
D
BOX
CULVERT
SUMP
PEDESTRIAN GRATING AT 3m C/C
600
GRADE 20 CONC
600mm WIDE DRAIN
Y
X
125
TYPE C2 CHL
50mm THK LEAN CONC.
100mm THK HARDCORE
X
SECTION X-X
SUMP
SCALE 1:20
600mm WIDE SLOT HOLE
AT 1.5m C/C
RAISED KERBS TO BE GRADUALLY
TAPERED DOWN TO BE IN LINE
WITH EDGE OF SHOULDER
2m
10m
20
PLAN OF PHYSICAL NOSING
900
20
900 X 125 PRECAST KERB (GRADE 25)
WITH 600 WIDE SLOT HOLE @ 1.5mC/C
SCALE 1:200
CEMENT MORTAR
Z
R13 M.S. BAR
R13 M.S. BAR
ROAD LEVEL
125
10m
TYPE K2 KERB
300
2m
125m m
12m PHYSICAL NOSE
76
K2 KERB
49
60
600
FOUNDATION
Z
ELEVATION
SECTION Y-Y
SCALE 1:100
SCALE 1:20
NOTES :
SECTION Z-Z
SCALE 1:20
DATE OF REVISION
STANDARD DETAIL
1. ALL DIMENSIONS SHOWN ARE IN mm UNLESS OTHERWISE STATED.
A. 12-08-2009
2. THIS DETAIL IS ALSO APPLICABLE FOR THE OFF-RAMP NOSING WHERE CRUSH CUSHION IS NOT REQUIRED
(REFER TO DRAWING NO. LTA/RD/SD99/VIG/13B, IF A CRASH CUSHION IS REQUIRED)
PHYSICAL NOSING
WITH DRAINAGE
DRAWING NO.
LTA/RD/SD99/TMM/3A
FOR EXPRESSWAYS
& NON-EXPRESSWAY
DATE OF ISSUE
MAR 2009
SCALE
AS SHOWN
SHEET NO.
1 OF 1
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