AIRPORT

INTERNATIONAL

HONG KONG

CHUNG

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Platform

Platform

TS

CUL

CUL

CUL

CUL

CUL

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CUL

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Rubble

HWM

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HWM

Rubble

Outfall

Rubble

HWM

Rubble

5.5

14.2

6.7

14.4

6.1

6.1

6.2

6.0

5.9

6.2

6.3

6.6

7.8 5.9

6.06.2

6.2

6.0

6.06.3

6.1

15.7

14.26.4

6.3

6.3

6.07.3

6.26.16.4

6.6

6.3

6.2

6.3

6.2

6.2

5.9

7.3 6.2

6.3

6.3 6.2

6.06.8

12.5

5.7

6.3

6.1

6.1

6.26.1

7.1

6.3

7.0

14.56.1

6.810.0

5.86.1

6.0

6.26.8

6.0

6.7

6.1

6.16.4

6.15.9

8.2

6.2

6.97.96.0

6.6

6.7

8.0

5.9

6.06.7

6.16.0

5.8 7.06.9 8.45.7

7.3

6.07.0

6.1

6.1

8.5

8.5 6.0

8.3 7.7

6.1

5.8

8.4

5.9

8.16.0

8.3

6.2

6.06.1

8.26.08.5

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400

20

40

60

80

20

100

40

120

128

60

80

100

20

120

40

60

140

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154

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100

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HW

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HW

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5.7

5.8

7.85.8

8.06.0

5.58.6

4.2

7.3

5.2

6.05.6

5.2

5.4

6.4

5.8

6.0

5.6 6.1

5.5

5.9

6.4

6.3

6.25.9

5.7

5.7

5.87.3

5.8

6.26.5

6.1

5.9

5.9

6.4

6.1

5.6

6.47.0

6.7

5.25.8

6.9

5.8

6.4

6.3

5.96.3

5.8

6.0

7.4

6.2 7.0

6.3

5.8

6.2

7.9

10.3 107.5

6.55.8

14.9 124.2122.8

8.16.6

5.9

14.6

6.1

5.46.1

7.66.1

97.6

5.6

7.5

15.0

6.2 14.9

7.3

6.1

5.6

7.5 7.0

15.0

6.9

17.0

4.8

129.2

103.8

6.7

6.0

6.3

6.3

6.5

6.3

5.9

102.5

119.3

114.5

71.0

116.1

123.7

124.2

124.5

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5.6

5.7

6.1

5.7

6.0

5.3

6.2

5.4

6.0

5.9

5.5

6.3

6.3

5.9

5.9

5.9

6.1

5.9

5.8

5.7

5.6

6.1

5.65.95.4

5.8

5.6

6.06.4

5.8

6.1

5.6

5.95.1

5.75.4

5.75.6

5.5

6.0

6.3

5.5 5.8

5.75.6

5.8

6.1

5.3

10.8

5.6

5.46.1

5.7 5.8

5.6

5.9

5.95.5

5.6

5.7

9.85.2 5.9

6.0

11.0

5.3

11.6

6.0

5.2

10.7

5.3 5.6

10.84.9

5.4

6.0

5.7

11.5

7.6

5.9

9.3

4.9

5.2

5.1

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Flat Rock

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8.4

6.1

7.58.56.1

6.0

8.47.4

8.6

5.7

6.9

7.9

6.7

5.6

7.5

6.0

12.5

2.7

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NORTH LANTAU

HIGHWAY

CHEUNG TUNG

ROAD

112 120116

100

100

80

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60

60

40

56

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108.6

101.5

95.3

87.0

79.2

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ET

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TS

TS

20

40

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60

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Nullah

5.6

5.2

5.1

6.25.5

5.9

5.1

5.85.86.1

5.2

5.7

6.0

6.0

4.9

6.1

6.5

6.2

5.96.3

6.8

6.0

5.86.2

6.1

6.8

6.4

6.9

6.0

6.8

6.16.5

5.6

6.0 5.9

6.6

5.9

5.9

6.1

6.35.9

6.1

6.4

5.7 6.5

6.1

5.7

5.8

6.0

5.8

5.710.1

6.66.2

9.7

5.4

6.2

6.25.95.8

6.0

8.6

5.9 5.5

6.06.4

10.8

8.7 9.1

9.2

5.5

9.7

6.1 6.06.26.1

5.36.1

9.1

11.16.6

6.1

6.59.711.6

5.46.1

6.06.0

9.75.311.6

5.7

10.26.5

10.3

5.9

5.56.4

5.9

6.5

6.2 10.4

11.2

5.8 10.7 6.0

6.25.7

5.76.0

12.46.4

5.4

11.2

6.0 11.211.111.7

5.5

6.0 7.27.0

8.6

11.96.1 12.3

5.5

12.7

6.2

12.3

12.95.6

12.7

6.2

13.3

13.213.2

20.6

6.4

13.5

13.6 28.3

13.5

14.212.1

36.1

13.513.2

13.2

44.213.4

12.1 51.513.1

57.9

12.3

66.043.3 58.4

35.0

12.012.1

27.0

18.7

41.8

55.1

27.7

33.8

98.6

51.2

L

L

L

L

L

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L

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L

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MAIN DEPOT ROAD

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CW

Road

Road

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100 10450 50

60

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100

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120

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76

160

100

180

120

140

160

200

180

200

220

126

192

124

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206

200

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180 180

160

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140

140

138

124

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Rocky Area

Rocky Area

128.8

143.8

87.0

89.3

112.6

157.0

97.8

198.6

182.7

210.5160.8

199.5

150.3

202.1

217.0

150.1

188.5

212.1

211.4

209.0

213.6

191.5

219.0192.2

206.4

179.1

177.6

174.6172.8

171.4 195.0

190.8

181.3169.4

196.0

229.7

227.3

214.7

219.2

177.1

217.5

205.8

204.2203.5

207.4

203.1

199.4

166.8

157.3

178.5

ET

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FP

FP

FP

FP

220

200

180

160

140

120

100

80

60

260

24

0

280

©¥

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Rocky Area

Rocky Area

235.6

240.6

204.9

164.4

282.9

67.0

200.3

ESS

1

A

8

1

1

1

1

1

1

1

A

1

1

1

1

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1

1

1

1

1

1

1

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1

1

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A

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600

DIA.

N

816500

E

819000 N

816000

E

815500

E

818500 N

818000 N 818000 N

818500 N

819000 N

8155

00

E

8160

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E

8165

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E

SIU

HO WAN

DEPOT

AND PIGGING STATION

TAI HO GAS OFF TAKE

TAI HO WAN

CHEUNG TUNG ROAD

NORTH LANTAU

HIGHWAY

SOUTHERN CONNECTION

PLANNED TMCLK LINK

MTR (AEL)

MTR (AEL)

PRELIMINARY

FCLKGL

C

1:5000 @ A3

Proposed Sewerage Network

06/15GLFIRST ISSUEA

08/15GLB

09/15GLTHIRD ISSUEC

SECOND ISSUE

Existing, Planned and

(Sheet 2 of 9)

Figure 6.3

09/15

MA

TC

H

LI

NE

SE

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FI

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6.

4

FO

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MA

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LEGEND

EXISTING GRAVITY SEWER

EXISTING RISING MAIN

BY DSD)

(AGREEMENT NO. CE 6/2012(DS)

PLANNED RISING MAIN

PROPOSED TWIN RISING MAIN

ULTIMATE STAGE

(TUNG CHUNG - TAI HO SECTION)

WORKS AREA FOR ROAD P1

Filena

me :

G:\

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Fig

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11/9/2

015

Printed by :

c OVE ARUP & PARTNERS HONG KONG LIMITED.

ALL RIGHTS RESERVED.

DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.

Rev.

Status

Rev DateByDescription

Drawn

Drawing no.

Date Checked

Drawing title

Scale

COPYRIGHT RESERVED

Project title

Consultant

Approved

Civil Engineering and

Development Department

New Town ExtensionTung Chung