₫ 100 E
860 100 E
816 900
816 800 N
817 000 N
N
# 18
PROPOSED
SEAWALL
AC
$
DO
CONTINUED FROM DRG. NO. RO/12
EXISTING
現笃海堤
SEAWALL
815 800 N
840 200 E
-10
-15
-20
**
PD.
平水
m 20
+ 20
+10
建議海堤
PROPOSED SEAWALL
0
QUARRY BAY
-10
- 20
-30
840 300 E
840 200 E
樒湾泥界限
LIMIT OF DREDGING
800
EXISTING EASTERN FAIRWAY
840 300 E
隧道逍氟管
SIDE VENTILATION DUCTS
9 007 073
境貰県道航道
EXISTING EASTERN FAIRWAY
砂礫地
SANDJETTED FOUNDATION
護隧道堆石
地下铁隧道
汽車隧道
MTR TUNNEL
ROCK ARMOUR
GRAVEL FILTER
ROAD TUNNEL
* 4 *
VENTILATION DUCTS-
00
5.75 CARRIAGEWAY !行車道
817 100 N
816 900 N
平均最低低头盘
MLLW +0.55 m.P.D.
算止
·BACKFILL
1000
840 500 €
7 + k 5 x
841 600LE
B
8.17 700 N
MHRW 1.95 m. P. D.
2700
$500
10 T A P
MTR
841500
817 500 N
現有海堤
EXISTING SEAWALL
3
CHA KWO LING
現時海苏
ROCK ARMOUR
EXISTING SEABED
250 V
LONGITUDINAL SECTION C-C
SCALE 1:5000 (HORI) 1:500 (VERT.)
-25
砂礫地基
SAND JETTED FOUNDATION –
1.1
5.7
8.35
8.35
[11
0.8
35.0
0.8
0.8
SECTION A-A
NEW HONG KONG TUNNEL CONSORTIUM
Roads (Works, Use and Compensation) Ordinance
Chapter 370
填主
BACKFILL
水迷
m.P.D
- 10
現時海面
EXISTING SEABED LEVEL
-15
-20
-75
-30
20
Scale 1:1 000 (PLAN) Om
40
60
EASTERN HARBOUR CROSSING Scale 1: 300 (SECTION)
Om
5
10
15
Date
DEC., 1985
841 500€
817 800 N
2300
2400
X
行車道
CARRIAGEWAYS
地下錠隧道
MTR TUNNEL
D #
त
CHA KWO LING ROAD UNDER CONSTRU
841700 €
CONTINUED ON DRG, NO. RO/14
}
#
汽車隧道 ROAD TUNNEL
通簸管
VENTILATION DUCTS
6.75
CARRIAGEWAY
行車道
例
LEGEND:
+-48
N
817 700 N
14 * 4.
EXISTING SEAWALL
行車隧道
ROAD IN TUNNEL
行車綫
TRAFFIC LANE
路面平水
APPROXIMATE ROAD LEVEL
施工地遍界限
LIMIT OF WORKS AREA
3.008 178
ALL LEVELS AND DIMENSIONS ARE IN METRES
婆之
BACKFILL!
砂礫地基
SANGJETTED FOUNDATION
47
9.35
8:35
0.8
0.8
0.8
0.8
35.0
SECTION B-B
ROAD LAYOUT
SHEET 3 OF 6
DRG. NO.
RO/13