SHUEN WAN GOLF COURSE PROPOSED RAINWATER ...

7
14.3 06/18 SUBMISSION Rev. Status Rev Date By Description Drawn Drawing no. Date Checked Drawing title Scale Consultant Approved COPYRIGHT RESERVED COPYRIGHT RESERVED Design and Construction Wang Chau, Yuen Long - Investigation, Lin Cheung Road, Sham Shui Po and Engineering Works at Agreement No. CE 64/2014 (CE) Project title

Transcript of SHUEN WAN GOLF COURSE PROPOSED RAINWATER ...

14.3

06/18

SUBMISSION

Rev.

Status

Rev DateByDescription

Drawn

Drawing no.

Date Checked

Drawing title

Scale

Consultant

Approved

COPYRIGHT RESERVEDCOPYRIGHT RESERVED

Design and Construction

Wang Chau, Yuen Long - Investigation,

Lin Cheung Road, Sham Shui Po and

Engineering Works at

Agreement No. CE 64/2014 (CE)

Project title

Velen.Chan
Snapshot
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SHUEN WAN GOLF COURSE
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PROPOSED RAINWATER HARVESTING SCHEME FOR IRRIGATION
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SHA LO TUNG DEVELOPMENT COMPANY LIMITED
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NTS
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DRAWING 2.1
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A
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SY
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YL
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AW
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Line
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Proposed Drainage Channel
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Arrow
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Water Storage Tank Beneath The Access Road
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Ellipse
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Arrow
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Pressurized Rising Main
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Pumping Station
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Surface Runoff
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Legend
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Catchpit
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Water Storage Tank Beneath The Ancillary Facilities
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P
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Lake overflow pipe
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Pump storm water to tank under car park
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Treated water into the water tank under road
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Arrow
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Pump storm water from the road surface into the lake for pollutants removal
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Arrow
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Pump storm water to the tank under the road
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14.3

06/18

SUBMISSION

Rev.

Status

Rev DateByDescription

Drawn

Drawing no.

Date Checked

Drawing title

Scale

Consultant

Approved

COPYRIGHT RESERVEDCOPYRIGHT RESERVED

Design and Construction

Wang Chau, Yuen Long - Investigation,

Lin Cheung Road, Sham Shui Po and

Engineering Works at

Agreement No. CE 64/2014 (CE)

Project title

jason.shum
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SHUEN WAN GOLF COURSE
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PROPOSED CONNECTION POINTS FOR SEWERAGE, WATER SUPPLY AND EXTERANL RAINWATER EXTRACTION
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SHA LO TUNG DEVELOPMENT COMPANY LIMITED
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NTS
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DRAWING 2.2
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A
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SY
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YL
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AW
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Snapshot
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Proposed location for stormwater extraction from the existing channel for irrigation
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Line
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Ellipse
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Ellipse
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discharge the sewage flow from the development site to the existing sewer manhole FMH1027325
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connect to sewerage system within the development site (See drawing 2.3 for more detail)
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connect to rainwater harvesting system within the development site for irrigation (See drawing 2.1)
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Tee from the existing DN450 WSD water main for fresh water supply (See drawing 2.4 for more detail)
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Ellipse
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connect to flushing water supply system with the study site (See drawing 2.4 for more detail)
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Ellipse
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obtain salt water supply from WSD's DN200 salt water main
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Existing DN1800 sewer
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Existing 5.4m channel
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Existing DN200 salt water main
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Existing DN450 fresh water main
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Ellipse
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Connection Point for sewerage, fresh water supply and irrigation extraction
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Proposed connection pipe between the sewerage connection manhole and the sewerage system with the Study Area
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Proposed connection pipe teeing from the existing DN450 WSD water main
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Legend:
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Existing water mains/channels/box culverts/sewers
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Proposed salt water main from the existing salt water connection point to salt water system within the Study Site
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Proposed pipe from the storm water extraction point to the rainwater harvesting system within the Study Site
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Works Boundary for the Development Site
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Works Area Outside the Development Site
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Typewritten Text
Catchment Area of Existing Channel
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Sticky Note
Unmarked set by jamie.lai

14.3

06/18

SUBMISSION

Rev.

Status

Rev DateByDescription

Drawn

Drawing no.

Date Checked

Drawing title

Scale

Consultant

Approved

COPYRIGHT RESERVEDCOPYRIGHT RESERVED

Design and Construction

Wang Chau, Yuen Long - Investigation,

Lin Cheung Road, Sham Shui Po and

Engineering Works at

Agreement No. CE 64/2014 (CE)

Project title

jason.shum
Text Box
SHUEN WAN GOLF COURSE
jason.shum
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PROPOSED SEWERAGE PROVISION SCHEME FOR THE PROPOSED DEVELOPMENT
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SHA LO TUNG DEVELOPMENT COMPANY LIMITED
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NTS
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DRAWING 2.3
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A
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SY
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YL
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AW
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Snapshot
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Ellipse
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Discharge the sewage flow from the development site to the existing sewer manhole FMH1027325
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Line
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PolyLine
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PolyLine
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PolyLine
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PolyLine
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Text Box
Existing DN1800 sewer
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Line
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PolyLine
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Discharge the sewage flow from the proposed ancillary facilities
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Line
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Ellipse
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P
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PolyLine
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Connection Point for sewerage provision
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Proposed DN300 sewer main within the Study Area
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Existing sewers
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Ellipse
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P
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Proposed sewage pumping station
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Legend:
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Snapshot
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Works Boundary for the Development Site
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Works Area Outside the Development Site

14.3

06/18

SUBMISSION

Rev.

Status

Rev DateByDescription

Drawn

Drawing no.

Date Checked

Drawing title

Scale

Consultant

Approved

COPYRIGHT RESERVEDCOPYRIGHT RESERVED

Design and Construction

Wang Chau, Yuen Long - Investigation,

Lin Cheung Road, Sham Shui Po and

Engineering Works at

Agreement No. CE 64/2014 (CE)

Project title

jason.shum
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SHUEN WAN GOLF COURSE
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PROPOSED FRESH AND FLUSHING WATER SUPPLY SCHEME FOR THE PROPOSED DEVELOPMENT
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SHA LO TUNG DEVELOPMENT COMPANY LIMITED
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NTS
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DRAWING 2.4
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A
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SY
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YL
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AW
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Snapshot
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PolyLine
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Tee from the existing DN450 WSD water main for fresh water supply
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Ellipse
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PolyLine
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PolyLine
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Ellipse
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Obtain salt water supply from WSD's DN200 salt water main
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Existing DN200 salt water main
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Existing DN450 fresh water main
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Provide flushing water supply for the proposed ancillary facilities
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Provide fresh water supply for the proposed ancillary facilities and the backup irrigation water supply for the water storage tank beneath the ancillary facilities
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Ellipse
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PolyLine
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Connection Point for fresh water / salt water supply
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Proposed fresh water main for the fresh water supply and the backup irrigation supply of proposed development
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Existing fresh or salt water mains
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Proposed salt water main for the flushing water supply of the proposed development
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Legend:
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Works Boundary for the Development Site
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Works Area Outside the Development Site

14.3

06/18

SUBMISSION

Rev.

Status

Rev DateByDescription

Drawn

Drawing no.

Date Checked

Drawing title

Scale

Consultant

Approved

COPYRIGHT RESERVEDCOPYRIGHT RESERVED

Design and Construction

Wang Chau, Yuen Long - Investigation,

Lin Cheung Road, Sham Shui Po and

Engineering Works at

Agreement No. CE 64/2014 (CE)

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HWM

��

Track

8.5

6.1

8.6

9.6

5.9

8.1

5.9

5.3

7.8

5.6

6.3

8.5

9.3

7.1

5.9

3.9

5.9

6.6

8.5

6.1

5.8

5.9

8.6

7.6

7.8

8.6

4.7

8.3

8.6

9.5

7.2

8.5

6.1

7.8

6.1

8.6

7.9

5.2

6.0

8.6

6.0

5.6

6.0

5.9

6.1

5.0

4.1

8.4

8.7

5.9

5.9

6.1

7.5

5.7

5.9

6.7

6.3

5.8

7.2

6.1

6.0

5.1

5.4

5.5

5.9

5.9

5.6

5.8

5.5

5.5

6.1

6.3

5.8

5.6

5.7

5.5

5.1

6.5

5.8

6.0

5.5

6.0

5.4

5.3

5.2

6.4

6.4

5.3

5.4

5.4

5.8

5.4

5.3

5.3

5.7

5.8

5.9

5.8

5.2

5.6

6.1

6.0

8.5

5.5

5.4

6.0

5.8

5.5

5.3

5.7

5.8

6.4

5.1

5.6

5.6

5.2

5.5

5.7

5.6

5.8

5.3

5.8

5.4

7.4

5.4

5.2

5.3

5.2

5.5

5.2

5.2

5.6

6.0

5.5

5.5

6.4

5.3

5.6

5.8

5.8

6.0

5.1

7.0

7.2

7.1

5.5

5.5

5.4

5.6

5.0

5.5

5.1

5.3

5.1

5.2

5.4

6.6

5.4

6.55.4

5.4

23.1

17.0

18.4

94.8

23.8

12.0

35.6

18.9

18.0

25.4

24.5

18.5

12.7

26.3

34.6

17.1

95.3

33.1

10.7

96.0

94.5

14.3

23.7

22.5

41.3

12.7

33.5

38.7

18.4

94.9

96.2

18.4

18.8

24.0

24.1

40.9

20.5

15.8

26.4

23.1

36.5

26.3

38.5

17.8

94.9

94.5

94.5

12.1

26.4

14.5

35.5

21.8

26.1

18.6

26.4

16.2

11.3

94.6

18.4

94.6

18.9

20.3

35.3

19.5

15.9

18.2

96.3

35.7

18.6

24.4

16.6

18.0

18.2

31.0

11.2

33.8

18.4

23.8

34.2

35.6

41.5

10.2

13.6

19.2

46.0

33.8

41.0

17.0

27.2

23.7

7.49

11.5

18.8

20.0

35.7

19.1

33.7

45.8

10.815.6

25.4

94.9

24.6

33.1

27.1

17.2

11.6

13.3

13.8

26.0

18.0

26.4

34.0

49.2

19.2

19.3

26.5

94.4

18.9

11.0

95.4

101.2

38.9

23.5

16.7

27.9

18.5

89.6

17.7

23.5

12.1

22.5

72.5

82.0

12.3

17.1

21.6

79.5

79.1

18.4

17.5

10.1

22.0

75.1

15.0

77.9

15.5

13.9

17.4

18.0

17.5

19.4

17.8

75.1

13.6

14.4

16.7

17.4

13.1

88.8

13.4

13.9

34.0

20.5

93.9

79.4

79.2

84.2

77.0

17.6

16.3

13.0

80.4

16.2

92.8

69.7

79.5

13.2

79.1

78.2

26.4

12.8

12.1

17.6

83.4

13.4

87.7

26.7

76.1

19.6

93.9

88.9

92.4

16.0

14.0

88.5

77.2

90.4

15.9

20.2

83.0

78.4

83.4

74.5

81.1

76.5

10.2

18.2

90.2

21.1

80.2

20.9

77.1

73.5

77.4

80.2

79.5

26.7

13.6

12.8

16.3

77.1

23.0

12.5

89.1

89.2

88.7

10.2

22.7

78.4

92.2

91.3

18.3

14.2

83.3

17.4

19.6

87.8

19.8

79.5

77.3

19.0

21.8

90.5

85.8

76.7

16.1

23.1

77.0

75.1

77.1

83.4

81.5

14.4

83.7

83.5

76.5

79.5

15.3

89.1

92.4

85.4

77.1

16.8

82.8

79.6

69.7

15.8

76.5

39.7

19.4

28.4

16.9

12.7

26.0

29.2

31.6

26.4

29.7

22.8

7.83

18.2

33.4

23.1

18.6

19.4

28.6

30.2

26.3

38.4

23.2

29.1

38.2

7.5

12.9

22.6

37.5

30.4

29.6

39.3

29.4

28.5

11.1

23.5

11.4

27.6

32.3

12.2

19.4

19.6

29.1

29.0

17.6

40.0

26.2

28.1

19.8

13.1

17.8

27.5

25.6

13.7

32.3

13.8

25.6

11.5

23.0

28.0

38.0

12.6

29.4

37.4

18.7

25.9

17.2

33.7

38.1

16.8

35.2

38.5

38.6

34.8

12.2

12.6

18.5

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jason.shum
Arrow
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Text Box
Ting Kok Road
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Ting Kok Road
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PROPOSED INGRESS/EGRESS
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Line
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PROPOSED ACCESS ROAD (7.3M WIDTH CARRIAGEWAY WITH 1.6M WIDTH SINGLE-SIDE FOOTPATH)
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PolyLine
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CONNECTING TO THE INTERNAL ROAD LAYOUT OF THE ANCILLARY FACILITIES
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A
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A
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B
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B
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+5.3 +8.3
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+5.6 +8.6
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+5.6 +8.6
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+5.9 +11.7
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+16.3 +19.3
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+18.4 +21.4
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LEGEND
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+5.3 DENOTES EXISTING LEVEL +8.3 DENOTES PROPOSED LEVEL
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SHUEN WAN GOLF COURSE
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PROPOSED ACCESS ROAD LAYOUT
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SHA LO TUNG DEVELOPMENT COMPANY LIMITED
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NTS
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DRAWING 2.5
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A

14.3

06/18

SUBMISSION

Rev.

Status

Rev DateByDescription

Drawn

Drawing no.

Date Checked

Drawing title

Scale

Consultant

Approved

COPYRIGHT RESERVEDCOPYRIGHT RESERVED

Design and Construction

Wang Chau, Yuen Long - Investigation,

Lin Cheung Road, Sham Shui Po and

Engineering Works at

Agreement No. CE 64/2014 (CE)

Project title

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SHUEN WAN GOLF COURSE
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MODIFICATION OF EXISTING LANDFILL MONITORING FACILITIES
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SHA LO TUNG DEVELOPMENT COMPANY LIMITED
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PASSIVE VENTS TO BE RELOCATED
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EXISTING PASSIVE VENT
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LEGEND:
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EXISTING LEACHATE INTERCEPTOR PIPE
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CHAMBER #2 TO BE MODIFIED TO SUIT THE FUTURE ROAD LEVEL, INCLUDING RELOCATION OF CONTROL PANEL
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CHAMBER #1 TO BE RELOCATED, INCLUDING RELOCATION OF CONTROL PANEL & ASSOCIATED PIPEWORK
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NOTE: MODIFICATION OF EXISTING LANDFILL MONITOIRING FACILITIES: [1] MODIFICATION OF LANDFILL GAS AND LEACHATE EXTRACTION WELLS [2] RELOCATION OF LEACHATE PUMPHOUSE #1 AND ASSOCIATED PIPEWORKS [3] MODIFICATION OF LEACHATE PUMPHOUSE #2 [4] RELOCATION OF LANDFILL GAS PASSIVE VENTS AND GROUNDWATER MONITORING WELLS
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EXISTING LEACHATE INTERCEPTOR PIPE TO BE RELOCATED
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NTS
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DRAWING 2.6
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TENTATIVE RELOCATION OF CHAMBER #1 (UNDERGROUND)
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PROPOSED LEACHATE PUMPHOUSE
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PROPOSED LEACHATE INTERCEPTOR PIPE

14.3

06/18

SUBMISSION

Rev.

Status

Rev DateByDescription

Drawn

Drawing no.

Date Checked

Drawing title

Scale

Consultant

Approved

COPYRIGHT RESERVEDCOPYRIGHT RESERVED

Design and Construction

Wang Chau, Yuen Long - Investigation,

Lin Cheung Road, Sham Shui Po and

Engineering Works at

Agreement No. CE 64/2014 (CE)

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8.6

9.6

5.9

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5.9

5.3

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5.6

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8.5

9.3

7.1

5.9

3.9

5.9

6.6

8.5

6.1

5.8

5.9

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8.6

7.6

7.8

8.6

4.7

8.3

8.6

9.5

7.2

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8.6

7.9

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5.9

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8.4

8.7

5.9

7.5

5.7

5.9

6.7

6.3

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6.0

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5.4

5.5

5.9

5.9

5.6

5.8

5.5

5.5

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6.3

5.8

5.6

5.7

5.5

5.1

6.5

5.8

6.0

6.8

5.5

6.0

5.4

5.3

5.2

6.4

6.4

5.3

5.4

5.4

5.8

5.4

5.3

5.3

5.7

5.8

5.9

5.8

5.2

5.6

6.1

6.0

8.5

5.5

5.4

6.0

5.8

5.5

5.3

5.7

5.8

6.4

5.1

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5.6

5.6

5.2

5.5

5.7

5.6

5.8

5.3

5.8

5.4

7.4

5.4

5.2

5.3

5.2

5.5

5.2

5.2

5.6

6.0

5.5

5.5

6.4

5.3

5.6

5.8

5.8

6.0

5.1

7.0

7.2

7.1

5.5

5.5

5.4

5.6

5.0

5.0

5.5

5.1

5.3

5.1

5.2

5.4

6.6

5.4

6.55.4

5.4

23.1

17.0

18.4

94.8

23.8

12.0

35.6

18.9

18.0

25.4

24.5

18.5

12.7

26.3

34.6

17.1

95.3

33.1

10.7

96.0

94.5

14.3

23.7

22.5

41.3

12.7

33.5

38.7

18.4

94.9

96.2

18.4

18.8

24.0

24.1

40.9

20.5

15.8

26.4

23.1

36.5

26.3

38.5

17.8

94.9

94.5

94.5

12.1

26.4

14.5

35.5

21.8

26.1

18.6

26.4

16.2

11.3

94.6

18.4

94.6

18.9

20.3

35.3

19.5

15.9

18.2

96.3

35.7

18.6

24.4

16.6

18.0

18.2

31.0

11.2

33.8

18.4

23.8

34.2

35.6

41.5

10.2

13.6

19.2

46.0

33.8

41.0

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27.2

23.7

7.49

11.5

18.8

20.0

35.7

19.1

33.7

45.8

10.815.6

25.4

94.9

24.6

33.1

27.1

17.2

11.6

13.3

13.8

26.0

18.0

26.4

34.0

49.2

19.2

19.3

26.5

94.4

18.9

11.0

95.4

101.2

38.9

23.5

16.7

27.9

18.5

89.6

17.7

23.5

12.1

22.5

72.5

82.0

12.3

17.1

21.6

79.1

18.4

17.5

22.0

75.1

15.0

77.9

15.5

13.9

17.4

18.0

17.5

19.4

17.8

75.1

13.6

14.4

16.7

17.4

13.1

88.8

13.4

13.9

34.0

20.5

93.9

79.4

79.2

84.2

17.6

16.3

13.0

80.4

16.2

92.8

69.7

79.5

13.2

79.1

78.2

26.4

12.8

12.1

17.6

83.4

13.4

87.7

26.7

76.1

19.6

93.9

88.9

92.4

16.0

14.0

88.5

90.4

20.2

83.0

78.4

83.4

81.1

76.5

10.2

18.2

90.2

21.1

80.2

20.9

77.4

80.2

79.5

26.7

12.8

16.3

77.1

23.0

89.1

89.2

88.7

10.2

22.7

78.4

92.2

91.3

18.3

14.2

83.3

17.4

19.6

87.8

19.8

79.5

77.3

19.0

21.8

90.5

85.8

76.7

16.1

23.1

77.0

77.1

83.4

81.5

14.4

83.7

83.5

76.5

79.5

15.3

89.1

92.4

85.4

77.1

16.8

82.8

79.6

69.7

15.8

76.5

39.7

19.4

28.4

16.9

12.7

26.0

29.2

31.6

26.4

29.7

22.8

7.83

18.2

33.4

23.1

18.6

19.4

28.6

30.2

26.3

38.4

23.2

29.1

38.2

7.5

12.9

22.6

37.5

30.4

29.6

39.3

29.4

28.5

11.1

23.5

11.4

27.6

32.3

12.2

19.4

19.6

29.1

29.0

17.6

40.0

26.2

28.1

19.8

13.1

17.8

27.5

25.6

13.7

32.3

13.8

25.6

11.5

23.0

28.0

38.0

12.6

29.4

37.4

18.7

25.9

17.2

33.7

38.1

16.8

35.2

38.5

38.6

34.8

12.2

12.6

18.5

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PROPOSED CONSTRUCTION PHASING
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AREA 1
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1ST - 9TH
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AREA
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CONSTRUCTION PERIOD (MONTH NO.)
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CONSTRUCTION DURATION (MONTH)
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9
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AREA 2
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9TH - 22ND
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14
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AREA 3
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20TH - 36TH
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17
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ANCILLARY FACILITIES TO BE CONSTRUCTED FROM PHASE 1 TO PHASE 3
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NOTES:
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SITE BOUNDARY
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REMARKS: [1] WORKS FOR AREA 1: INFRASTRUCTURES OUTSIDE SITE BOUNDARY, SITE FORMATION, DRAINAGE, LANDSCAPE, WATER STORAGE TANK, ROADWORKS, ANCILLARY FACILITIES-BASEMENT ETC. [2] WORKS FOR AREA 2: SITE FORMATION, DRAINAGE, LANDSCAPE, WATER STORAGE TANK, ROADWORKS, ANCILLARY FACILITIES-G/F ETC. [3] WORKS FOR AREA 3: SITE FORMATION, DRAINAGE, LANDSCAPE, WATER STORAGE TANK, ROADWORKS, ANCILLARY FACILITIES-1/F ETC.
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LEGENDS:
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ASSUMPTIONS: [1] MODIFICATION WORKS FOR THE EXISTING LANDFILL FACILITIES SHOULD BE CARRIED OUT PRIOR TO EACH AREA OF WORKS [2] PRECAUTION MEASURES FOR PREVENTING SURFACE RUNOFF FROM FLOWING TO THE SEA SHOULD BE IMPLEMENTED FIRST PRIOR TO SITE FORMATION WORKS [3] AT THE EARLY PHASE OF EACH AREA, WATER STORAGE TANK SHOULD BE CONSTRUCTED TO COLLECT SURFACE RUNOFF FROM THE SITE [4] LANDSCAPING WORKS SHOULD BE CARRIED OUT AFTER SITE FORMATION WORKS TO PREVENT POTENTIAL SOIL LOSS
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TING KOK ROAD
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FORTUNE GARDEN
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PROPOSED ACCESS ROAD & WATER STORAGE TANK
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PROPOSED ACCESS ROAD & WATER STORAGE TANK
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PROPOSED ANCILLARY FACILITIES, PROPOSED ACCESS ROAD & WATER STORAGE TANK
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PROPOSED ANCILLARY FACILITIES & WATER STORAGE TANK
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SHUEN WAN GOLF COURSE
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SHA LO TUNG DEVELOPMENT COMPANY LIMITED
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NTS
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DRAWING 2.7
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A