4
TABLE OF BEAM SIZE
10
11
12
13
14
15
16
17
18
9
a = 6.357 (FOR C1, C5,
DIMENSIONS (mm)
MEMBER
2000
2000
2000
2000
2000
2000
2000
2000
2000
1850
1850
1850
1850
1850
1850
1850
1850
1000
600
PROPOSED FILL SLOPE, DETAILS REFER TO GEOTECHNICAL
DRAWING NO. 1102/W/HIK/SWL/C22/008
B11C
B12C
B7
B6
B5
B14C
B11
700
500
B12
700
500
700
500
B14
700
500
700
500
B16
450
500
C9A
B8
7
C11/308 B9
B11
B16C
B17C
B18C
B17
B12
B16
750
B22
1100
750
B23
a = 11.386 (C17A)
B/2
a
587
>
8036#
NOTES
DETAIL
SCALE 1 : 50
500
SLAB SHALL BE RECOMPACTED BEFORE CASTING THE SLAB.
B11C
450
500
B12C
450
500
18.GRID LINE AND SLAB SHALL BE SETTING OUT FROM CHAINAGE
B13C
450
500
AS SHOWN. FOR THE CENTERLINE OF MAIN BEAM, COLUMN AND
PERPENDICULAR TO THE GRID LINES INDICATED,
B14C
450
500
PILE SHALL REFER TO DRG. NO. 1102/W/HIK/SWL/C19/331.
UNLESS SHOWN OTHERWISE SPECIFIED.
B15C
450
500
B16C
450
500
B17C
450
500
B18C
450
500
B25C
1100
500
B26
1100
750
PROPOSED TRACK CENTRE LINE
B27
1100
750
B28
1100
750
REMOVABLE BALUSTRADE FOR
EVACUATION WALKWAY
7. ALL GRID LINES ARE SET PARALLEL TO GRID LINES
B29
1100
750
B30C
1100
750
PROPOSED STRUCTURAL OUTLINE OF
REINFORCED CONCRETE PLATFORM
8. 100 x 100 SPLAY SHALL BE PROVIDED AT ALL
SPAN OF CONCRETE SLAB
9. FOR STRUCTURAL FRAMING DETAILS, SETTING OUT
2650
COLLISION
PROTECTION
FOR PIER
PLAN
750
750
C5, C5A
750
750
C9, C9A
750
750
C13, C13A
750
750
C17A
750
750
C18
750
750
> OF
TAD T
AIL T
RACK
2 (TT
2)
COPING FOR OHL MAST INSTALLATION.
5. THE DIMENSION (*) ARE MEASURED ALONG THE
PLANE PERPENDICULAR TO THE TRACK IN
CONNECTION WITH.
6. THE DIMENSIONS (#) ARE MEASURED ALONG MAIN
BEAM OF THE PLATFORM AND CENTERLINE OF
COLUMNS.
OF PROPOSED HIN KENG STATION.
TRANSITIONS BETWEEN BEAM AND COLUMN.
PART OF EXISTING RETAINING
ARRANGEMENT AND TYPICAL CROSS SECTION OF
WALL TO BE DEMOLISHED
NOISE BARRIER, REFER TO DRG. NOS.
1102/W/HIK/SWL/C23/341 AND 342.
ON GRADE SLAB
10.FOR DETAILS OF FOUNDATION, REFER TO
PROPOSED FILL SLOPE
11.CENTRELINES OF STEEL POSTS FOR NOISE BARRIER
DRG. NO. 1102/W/SWL/C19/331.
SHALL BE COINCIDED WITH THE GRIDLINE SYSTEM.
PROPOSED 1.5m HIGH (TYPE A)
NOISE BARRIER AND STEEL POST
FROM TOP OF PARAPET
DETAILS REFER TO DRG. NOS.
SCALE 1 : 100
WITH DRG. NO. 1102/W/HIK/SWL/C10/307 & 308.
4. ALL DIMENSIONS ARE MEASURED ALONG OR
LEGEND
DIMENSIONS (mm)
C1, C1A
1102/W/HIK/SWL/C10/301.
3. THIS DRAWING SHALL BE READ IN CONJUNCTION
SHOULD BE VERIFIED ON SITE.
TABLE OF COLUMN SIZE
MEMBER
BETWEEN HIK AND TAW REFER TO DRG. NO.
19.ALL COORDINATES AND LEVELS ARE INDICATIVE ONLY AND
DEPTH (D) WIDTH (B)
NOISE BARRIER ON PARAPET
1102/W/HIK/SWL/C01/101 AND 102.
2. FOR GENERAL ARRANGEMENT OF MODIFICATION WORKS
450
SPACE FOR PROPOSED OHL NICHE.
1
--
1. FOR GENERAL NOTES REFER TO DRAWING NOS.
--
B10C
9358#
SCALE 1 : 25
AND PROPOSED FILL WITHIN FOOTPRINT OF TRANSITION
3
C11/308
DETAIL
--
UNDER SLAB BOTTOM LEVEL WHICHEVER THE BIGGEST
C18
B24
SCALE 1:5000
COLUMN)
17.DISTURBED EXISTING FILL OR EXISTING FILL 300mm
2
--
7608#
RO
AD
LOCATION PLAN
TOWARDS C18
C1
MI
U
500
(MIN
.)
Lands,(
C)Hong Kong Governm ent.
B23
587
OHL MAST
>
(STRAIGHT
KU
NG
750
450 THK. RC SLAB
C13
MAIN BEAM
CH
E
MAIN BEAM
B22
8018#
RAI
L
HIN TIN PLAYGROUND
750
2650
C9
>
450
M.J.
> OF
TAD
TAIL
TRAC
K 1
(TT1
)
B21
OHL MAST
a = 10.587 (C13A)
1100
B18
C5
CENTRE OF
COLUMN
1100
20.543 mPD
6849
2650
500
1100
B17
600
B15
500
450
B21
EAS
T
175
B24
B30C
C17A
B13
450
B18
650
B9C
M.J.
B29
C13A
C1
HIN KENG
STATION
500
B13
> OF SCL
-EWL DOW
N TRACK
B14
MAIN BEAM >
B15C
B10
2650
700
SECONDARY BEAM
B13C
3010*
B10
B15
1800*
B9C
3260*
B4
500
U 92+579.253
E 835690.762
N 825119.672
B28
B3
3260
8747
3368*
B2
700
> OF SC
L-EWL U
P TRACK
C11/308
3655
13
B7C
B27
B1
B9
1102/W/HIK/SWL/C11/311.
B8C
C5A
21.216 mPD
500
NO.
(450 THK.)
1800*
B6C
B26
500
700
RW5, DETAILS REFER TO DRG.
3010*
1800*
1800*
1070
D 92+600
B10C
B5C
C1A
500
700
B8, B8C
175
a = 8.671 (C9A)
B4C
700
B7, B7C
a = 8.563 (C5A)
>
EK
SH
B25C
B3C
B6, B6C
EXISTING RETAINING WALL
WALL RW5
U 92+613.000
E 835680.185
N 825106.246
ON-GRADE SLAB
D 92+613.814
E 835679.147
N 825087.134
500
& B1
U 92+620
UPSTAND END KERB
B2C
700
PROPOSED MODIFICATION TO
EXISTING RETAINING
C11/307
>
B1C
B5, B5C
GRID LINE 1
ng
Ke
n
Hi
te
ta
Es
WALL ST
EM
500
12
C11/308
U 92+631.581
E 835674.192
N 825088.660
700
ALIGNMENT
ON GROUND SLAB (430 THK.)
C11/308
B4, B4C
SHALL BE PERPENDICULAR TO UP TRACK
DRAIN PIT
6
DERAILMENT KERBS
500
500
700
PARAPET OF PROPOSED HIK DETAILS
REFER TO DRAWINGS FOR HIK
TRANSVERSE EDGE OF ON-GRADE SLAB
500
700
B3, B3C
Sw
PROPOSED TYPE M1 FOOTING FOR NOISE
BARRIER, DETAILS REFER TO DRG. NO.
1102/W/HIK/SWL/C11/321.
NOISE BARRIER ON UPSTAND BEAM
700
B2, B2C
K
PA
MODIFICATION OF
RW5 DETAILS REFER
TO DRG. NO.
1102/W/
HIK/SWL/C11/311
B1, B1C
(MIN
.)
715
34515
600
4
C11/307
B/2
a = 7.402 (C1A)
SHA TIN
HEIGHTS
C9, C13 & C18)
DEPTH (D) WIDTH (B)
C11/307
THE LOCATION
C11/307
19
EQ.
EQ.
250
BALLAST TRACK FORM
N
TI
S
HT
FST TRACK FORM
Di
rector of
1102/W/HIK/SWL/Q08/396 AND 397.
12.FOR CONCRETE FINISHES DETAILS, REFER TO
DRG. NO. 1102/W/HIK/SWL/C11/376.
13.FOR MOVEMENT JOINTS DETAILS, REFER TO
FINISHED STRUCTURAL LEVEL
DRG. NO. 1102/W/HIK/SWL/C11/391.
14.FOR REMOVABLE RAILING FOR OHL NICHE DETAILS,
ONE-WAY SLAB (450T)
Maps reproduced w i
th perm i
ssi
on of
The
10
11
12
13
14
15
16
17
18
19
REFER TO DRG. NO. 1102/W/HIK/SWL/C11/286.
15.FOR DRAINAGE DETAILS, REFER TO DRG. NO.
ONE-WAY SLAB (450T)
1102/W/HIK/SWL/C14/309.
16.FOR CABLE TROUGH DETAILS, REFER TO
HIN KENG
STATION
1.5m HIGH PARAPET
MINIMUM 1.5m HIGH
FROM TRACK LEVEL
NOISE BARRIER. DETAILS REFER TO
MODIFICATION OF
RW5 DETAILS REFER
TO DRG. NO.
1102/W/
HIK/SWL/C11/311
1500
DRG. NO. 1102/W/SWL/C23/341
FST TRACK FORM
C11/521.
TOP LEVEL OF
EXISTING STEM
+23.555
1500
DRG. NO. 1102/W/HIK/SWL/C10/505, 506 &
BALLAST TRACK FORM
10
11
12
13
14
15
16
17
18
19
PART OF STEM TO BE DEMOLISHED AND
+23.359
+23.117
MODIFIED TO PLATFORM SUPPORT
+22.838
TRACK LEVEL OF SCL-EWL DOWN TRACK
UPSTAND KERB
TRACK LEVEL OF SCL-EWL DOWN TRACK
F.F.L. OF TOP SLAB
B22
100x100 SPLAY
B23
700
900
830
1600
CUT OFF LEVEL
B21
770
TOP SLAB
F.F.L.
B24
MIN. HEADROOM
MAIN BEAM
4
C1
COLLISION PROTECTION
C11/308
SECONDARY BEAM
C5
DETAILS REFER TO DRG. NO.
C9
600 x 2200 WALL
C13
600 x 2200 WALL
600 x 2200 WALL
C18
EXISTING RETAINING WALL
445
1102/W/HIK/SWL/C11/307.
5800
TOP OF SUB BALLAST
(BOTTOM OF EXCAVATION LEVEL
FOR CONSTRUCTION
EXCEPT PILE CAPS AND PILES)
2200
TRACK LEVEL OF TAIL TRACK 1
1500
1
5:
58:
00
445
TRACK LEVEL OF TAIL TRACK 1
201
3-6-25
yonghui
.
l
ai
PRI
NTED BY:
Defaul
t
Q:
\MTRC1
1
01
\Draw i
ngs\W\1
1
02\A1
\1
1
02_W_HI
K_SWL_C1
1
_306A.
dgn
Q:
\MTRC1
1
01
\PRI
NTER DRI
VER\1
1
01
_PDF_BLACK+WHI
TE_A3.
pl
t
TOP OF SUB BALLAST
PC1
PC9
PC5
PC18
PC13
PILE CAP
PILE CAP
BAY1
BAY4
1102/W/HIK/SWL/C11/308.
0
SECTION
SECTION
SCALE 1 : 100
SCALE 1 : 100
--
500
1000
1500 2000
2500
2
MILLIMETRES
--
METRES
1 : 100
1 : 50
(MINIPILE NOT SHOWN FOR CLARITY)
DRAWN
BL
DESIGNED
ES
CHECKED
PC
APPROVED
KLC
TITLE
CONTRACT 1102
SHATIN TO CENTRAL LINK
HIN KENG STATION
PLAN AND SECTIONS
ORIGINATOR
05/JUL/2013
PROPOSED REINFORCED CONCRETE PLATFORM
DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHALL BE
FI
LENAME:
MODELNAME:
BAY3
EXISTING RETAINING WALL RW5
DETAILS REFER TO DRG. NO.
DATE
PLOT DRV:
BAY2
COLLISION PROTECTION
URS Hong Kong Ltd
VERIFIED ON SITE.
MTR CORPORATION LIMITED 2008 COPYRIGHT IN
(SHEET 1 OF 3)
RESPECT OF THIS DRAWING / DOCUMENT IS OWNED BY THE
WORKING DRAWING
ES
05JUL13
BY
DATE
KLC
MTR CORPORATION LIMITED OF HONG KONG. NO
REPRODUCTION OF THE DRAWING / DOCUMENT OR ANY PART
REV
DESCRIPTION
BY
DATE
APPROVED
REV
DESCRIPTION
APPROVED BY WHATEVER MEANS IS PERMITTED WITHOUT THE PRIOR
WRITTEN CONSENT OF THE MTR CORPORATION LIMITED.
SCALE @ A1
CADD REF.
1102_W_HIK_SWL_C11_306A.dgn
1 : 100
DRAWING NO.
1102/W/HIK/SWL/C11/306
REV.
