15
Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile February 2013 i Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile (prepared in accordance with the Environmental Impact Assessment Ordinance (Cap. 499)) February 2013 Civil Engineering and Development Department

Site Formation and Associated Infrastructural Works for

  • Upload
    vuphuc

  • View
    214

  • Download
    1

Embed Size (px)

Citation preview

Page 1: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

i

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related

Facilities at Sandy Ridge Cemetery

Project Profile

(prepared in accordance with the Environmental Impact Assessment Ordinance (Cap. 499))

February 2013

Civil Engineering and Development Department

Page 2: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

ii

Project Profile

Table of Contents

1. BASIC INFORMATION ...................................................................................................1

1.1 Project Title ..........................................................................................................1 1.2 Purpose and Nature of Project ...........................................................................1 1.3 Name of Project Proponent ................................................................................1 1.4 Location and Scale of Project and History of the Site .....................................1 1.5 Number and Types of Designated Projects to be Covered by

the Project Profile ................................................................................................2 1.6 Name and Telephone Number of Contact Person ............................................3

2. OUTLINE OF PLANNING AND IMPLEMENTATION PROGRAMME............................4

2.1 Project Implementation .......................................................................................4 2.2 Project Time Table...............................................................................................4 2.3 Interactions with Other Projects ........................................................................4

3. POSSIBLE IMPACT ON THE ENVIRONMENT..............................................................5

3.1 Noise .....................................................................................................................5 3.2 Waste Management .............................................................................................5 3.3 Air Quality.............................................................................................................5 3.4 Water Quality........................................................................................................5 3.5 Ecology.................................................................................................................6 3.6 Landscape and Visual .........................................................................................6 3.7 Cultural Heritage..................................................................................................6

4. MAJOR ELEMENTS OF THE SURROUNDING ENVIRONMENT .................................7

4.1 General .................................................................................................................7 4.2 Noise .....................................................................................................................7 4.3 Air Quality.............................................................................................................7 4.4 Water Quality........................................................................................................7 4.5 Ecology.................................................................................................................8 4.6 Landscape and Visual .........................................................................................8 4.7 Cultural Heritage..................................................................................................8

5. ENVIRONMENTAL PROTECTION MEASURES TO BE INCORPORATED IN THE DESIGN AND ANY FURTHER ENVIRONMENTAL IMPLICATIONS ............................9

5.1 General .................................................................................................................9 5.2 Noise .....................................................................................................................9 5.3 Air quality .............................................................................................................9 5.4 Water Quality........................................................................................................9 5.5 Waste Management ...........................................................................................10 5.6 Ecology...............................................................................................................10 5.7 Cultural Heritage................................................................................................10 5.8 Landscape and Visual .......................................................................................11 5.9 Severity, Distribution and Duration of Environmental Effects

and Further Implications...................................................................................11

6. USE OF PREVIOUSLY APPROVED EIA REPORTS...................................................11

Page 3: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

iii

Appendix 1 - Layout Plan for Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery

Page 4: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 1 -

1. BASIC INFORMATION

1.1 Project Title 1.1.1 Site Formation and Associated Infrastructural Works for Development of Columbarium,

Crematorium and Related Facilities at Sandy Ridge Cemetery (comprising the Sandy Ridge Urn Cemetery and Sandy Ridge Cemetery).

1.2 Purpose and Nature of Project

1.2.1 As stipulated in the 2011-12 Policy Agenda, the Administration will conduct technical feasibility studies of shortlisted sites for columbarium development across the territory to increase supply of columbarium facilities. While Sandy Ridge Cemetery had been identified as a suitable site to develop the columbarium, crematorium and related facilities (C&C), it is necessary to carry out site formation and associated infrastructural works at Sandy Ridge Cemetery before taking forward the C&C development project.

1.2.2 To maximize the convenience to the public, it is planned to provide synergistic one-stop services at the Sandy Ridge Cemetery by providing crematorium and funeral parlour together with columbarium in the development. The proposed C&C facilities at Sandy Ridge Cemetery will be by far of the largest scale of similar public facilities in Hong Kong. It will be a place where loved ones can rest in eternal peace in a dignified manner, and where family members, relatives and friends can part with and mourn for their loved ones in reasonable privacy, and where visitors will find it pleasant to stay and admire the landscape and the greenery.

1.2.3 In March 2011, the Food and Heath Bureau (FHB) engaged Civil Engineering and Development Department (CEDD) to conduct a Feasibility Study (FS) on the site formation and associated infrastructural works for the development of columbarium facilities providing at least 200,000 niches, a crematorium, a funeral parlour and a visitor service centre at Sandy Ridge Cemetery. The FS was substantially completed in September 2012. The FS recommended to commence the site formation works by phases with the handover of the formed land in 2019 at the earliest to suit the construction of building works of the C&C facilities for completion in 2022. We have formulated the layout plan of the site formation and associated infrastructural works for the C&C development.

1.2.4 The Project comprises the site formation and associated infrastructural works for the C&C facilities at Sandy Ridge Cemetery. The building works of the C&C facilities would be constructed under a separate project. Thus, the Environmental Impact Assessment (EIA) of the crematorium which is a designated project, would be conducted separately in future by the building works agents.

1.3 Name of Project Proponent

1.3.1 The Project Proponent is Land Works Division, Civil Engineering Office, Civil Engineering and Development Department of the Government of the Hong Kong Special Administrative Region.

1.4 Location and Scale of Project and History of the Site

1.4.1 The Project layout plan is shown at Appendix 1.

1.4.2 To the north of the Project site, across Shenzhen River, there are residential and commercial areas in Shenzhen. To the east lie the Man Kam To Boundary Control Point

Page 5: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 2 -

(BCP) and San Uk Ling (an indigenous village), and to the south are rural settlements including that of Sha Ling. The existing Government, Institution or Community facilities including the Border District Police Headquarters also lie to the south. To the west lie Lo Wu Mass Transit Railway (MTR) Station, Lo Wu BCP and the hilly terrain of Tai Shek Mo west of the Ng Tung River. Sandy Ridge Cemetery is currently under the control of Food and Environmental Hygiene Department (FEHD).

1.4.3 Based on the recommendations of the FS, the works of the Project mainly comprises the following:

(i) site formation of about 10 hectares of land for development of C&C facilities at Sandy Ridge Cemetery;

(ii) associated environmental mitigation measures, landscaping works, geotechnical works, drainage and sewerage works, waterworks, roadworks including tunnel, viaducts and ancillary works to existing road network in the North District (e.g. road widening works at Choi Yuen Road, Sheung Shui) and other utilities services, etc.; and

(iii) a pedestrian walkway between Lo Wu MTR Station and the columbarium facilities at Sandy Ridge Cemetery and associated works.

1.4.4 During festive periods, special bus service is proposed in the FS to operate between the Sheung Shui MTR Station and the pick-up / drop-off area at the Sandy Ridge Cemetery; and between the Yuen Long / Kam Sheung Road MTR Station and the pick-up / drop-off area at the Sandy Ridge Cemetery. At Sheung Shui, on-street pick-up / drop-off arrangement at Choi Yuen Road and San Wan Road respectively for visitors is proposed. The eastbound of Choi Yuen Road (about 400m in length) needs to be widened from 1-lane to 2-lane carriageway (i.e. widening by about 3m) to provide an additional traffic lane for bus stacking. At the Yuen Long / Kam Sheung Road MTR Station, the pick-up / drop-off arrangement for visitors is proposed to make use of the existing nearby public transport terminus / public transport interchange.

1.5 Number and Types of Designated Projects to be Covered by the Project Profile

1.5.1 The following elements of the Project are identified in the FS as Designated Projects (DPs) under the Schedule 2 of Environmental Impact Assessment Ordinance (EIAO):

(i) River training/ diversion under the site formation works - a drainage channel or river training and diversion works which discharges or discharge into an area which is less than 300m from the nearest boundary of an existing conservation area [Item I.1(b) of Schedule 2, Part I of EIAO]

(ii) Viaducts V1, V2, V3 and V4 – road bridges more than 100m in length between abutments [Item A.8 of Schedule 2, Part I of EIAO]

(iii) Road widening works at Choi Yuen Road, Sheung Shui – improvements to an existing district distributor road [Item A.1 of Schedule 2, Part I of EIAO]

Page 6: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 3 -

1.6 Name and Telephone Number of Contact Person

All queries regarding the Project can be addressed to:

Mr. C T LAU (Senior Engineer/4) Land Works Division, Civil Engineering Office, Civil Engineering and Development Department 2/F., Civil Engineering and Development Building, 101 Princess Margaret Road, Kowloon, Hong Kong Tel. 2762 5656 Fax. 2714 0079

Page 7: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 4 -

2. OUTLINE OF PLANNING AND IMPLEMENTATION PROGRAMME

2.1 Project Implementation

2.1.1 It is proposed to implement the Project by employing consultants to undertake the detailed design, tendering and supervision of construction works of the Project (the Works).

2.1.2 The Works will be carried out by contractors to be appointed under various works contracts.

2.2 Project Time Table

2.2.1 The detailed design of the Works is targeted to commence in mid 2013 for completion in 2016. The Works programme is as follows:

2.3 Interactions with Other Projects

2.3.1 The following projects may have interface with the Project:

(i) Construction of a Secondary Boundary Fence and New Sections of Primary Boundary Fence and Patrol Road;

(ii) North East New Territories New Development Areas; and (iii) Development of Organic Waste Treatment Facilities Phase II.

Works Completion Site formation works 2019 Infrastructural works 2022

Page 8: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 5 -

3. POSSIBLE IMPACT ON THE ENVIRONMENT

3.1 Noise

Construction Impacts

3.1.1 Potential noise impacts on noise sensitive receivers (NSRs) are associated with construction activities and powered mechanical equipment. The key construction activities which would create noise impacts are site formation works, roadworks, construction of pedestrian walkway, etc.

Operation Impacts

3.1.2 The increased traffic on Choi Yuen Road and Man Kam To Road (due to bus services connecting Sheung Shui / Yuen Long / Kam Sheung Road MTR Station and the Project site) during the festive days is identified as the potential source of impact during the operation phase.

3.2 Waste Management

Construction Phase

3.2.1 The types of waste generated during the construction of the Project include:

excavated material from site formation works; and general refuse from workers.

3.2.2 The Project site is located at an undeveloped rural area. It is unlikely to have contaminated land within the Project site. Nevertheless, the possibility of land contamination would be examined in the EIA Study.

Operation Phase

3.2.3 No waste associated with the operation of the Project is anticipated.

3.3 Air Quality

Construction Phase

3.3.1 Dust is the key concerned air pollutant arising from the Works. The dust generating construction works would include excavation, filling, materials handling and trucks movement on main haul roads within the works area.

Operation Phase

3.3.2 For providing sufficient public transport for visitors during peak periods, more buses will be required for picking up visitors at Choi Yuen Road, Sheung Shui. Emissions from additional traffic on Choi Yuen Road would be a concern.

3.4 Water Quality

Construction Phase

3.4.1 Key concerns of the Project regarding water quality issues are mainly related to the potential construction run-off during the construction phase.

Page 9: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 6 -

Operation Phase

3.4.2 Impact on the water quality is unlikely. Any possible impact would be investigated in the EIA Study.

3.5 Ecology

3.5.1 The potential ecological impacts arising from the Project are:

Construction Phase

Direct habitat loss, particularly the loss of existing woodland resulting from site clearance prior to the site formation and infrastructural works;

Habitat fragmentation and isolation resulting from Project site land-take, including potential restriction of wildlife utilisation of the area (i.e. transit, feeding and roosting);

Potential impact on fauna species of conservation interest; Possible disturbance to the surrounding habitats and associated wildlife due to

construction activities such as construction site run-off, inappropriate storage or dumping of construction materials, construction noise, etc.; and

Possible indirect impacts on the Conservation Area (CA) mitigation wetlands should watercourses within the Project site and its vicinity be affected and carry pollutants into the wetland habitat.

Operation Phase

Ecological barrier effect to birds imposed by the Project (especially the viaduct sections); and

Impacts on surrounding habitats and associated wildlife due to uncontrolled human activities and disturbance during Project operation, particularly in the period of Ching Ming and Chung Yeung Festivals and including indirect impacts on the CA mitigation wetlands.

3.6 Landscape and Visual

3.6.1 The expected sources of landscape and visual impacts arising from the Project would include the following:

Construction Phase

Construction of road system; and

Widening of Choi Yuen Road.

Operation Phase

Landscaping works (e.g. existing tree treatment, transplanted trees, planting on roadside, slopes, compensatory planting).

3.7 Cultural Heritage

Construction Phase

3.7.1 Due to large separation distance to the Project site, no potential impact on the low archaeological potential area of Yuen Leng Chai site is anticipated.

Page 10: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 7 -

3.7.2 There may be potential construction vibration impact to the Grade 2 historic building (the Nam Hang MacIntosh Fort), four clan graves and one landscape feature. Removal of five clan graves may be required.

Operation Phase

3.7.3 Direct and indirect cultural heritage impacts during the operation phase are not expected.

4. MAJOR ELEMENTS OF THE SURROUNDING ENVIRONMENT

4.1 General

4.1.1 The Project site is located to the east of Lo Wu MTR Station. It consists of a large number of graves on an expanse of vegetated terrain with no major building structures apart from the historical MacIntosh Fort. The existing topography of the Project site is hilly and undulating with a series of valleys and ridges. Sha Ling Road and Lo Wu Station Road are the only roads to connect the Project site with its surroundings, which are characterised by low-rise and low-density rural villages and agricultural land.

4.1.2 Choi Yuen Road is located next to Sheung Shui MTR Station and is in the close vicinity of Choi Yuen Estate and some residential buildings.

4.2 Noise

4.2.1 The representative noise sensitive receivers (NSRs) in the vicinity of the Project site include a number of existing village houses and Lo Wu Public School.

4.2.2 Some of the NSRs, e.g. Choi Yuen Estate, Choi Po Court and Yuk Po Court, are in close proximity to Choi Yuen Road. It is anticipated that they may be adversely affected by the traffic noise impact during festive periods.

4.3 Air Quality

4.3.1 Representative air sensitive receivers (ASRs), both existing and planned, in the vicinity of the Project site include offices, Lo Wu Public School, Livestock Waste Control Centre, Border District Police Headquarter and some existing village houses. The nearest ASR is located at least 250 m away from the Project site, significant air quality impact to the nearby ASRs due to the construction and operation of the Project is unlikely.

4.3.2 Residential developments, e.g. Choi Yuen Estate, Choi Po Court and Yuk Po Court, in close proximity to Choi Yuen Road would be potential ASRs subject to the impact of emissions from additional traffic during festive periods.

4.4 Water Quality

4.4.1 The Project may affect a number of water sensitive receivers (WSRs) inside and in the vicinity of the Project site. Potential WSRs are:

(i) Shenzhen River;

(ii) Ng Tung River;

(iii) Wetlands in the CA near Yuen Leng Chai;

(iv) Watercourses within Sandy Ridge Cemetery;

Page 11: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 8 -

(v) Watercourses outside Sandy Ridge Cemetery; and

(vi) Fish ponds (expected to be abandoned) south and east of Sandy Ridge Cemetery.

4.5 Ecology

4.5.1 A wetland with medium sized reed bed is located to the northwest of the Project site. To the north of the reed bed area are some ponds, on both sides of the Border Road. The reed bed together with the ponds, are gazetted as CA under the Draft Man Kam To Development Permission Area Plan No. DPA/NE-MKT/1. None of the proposed elements of the Project are located in the CA zone.

4.5.2 Based on the literature review and broad brush ecological baseline surveys conducted in May, July and November 2011 and July 2012 under the FS, habitats in the Project site and its vicinity mainly include woodland, plantation, shrubland, grassland, developed/ disturbed area and watercourse.

4.5.3 According to the findings of literature review, Many-banded Krait, a snake species listed as ‘vulnerable’ in China Red Data Book was found along Sha Ling Road. Outside the Project site and its vicinity, twenty-two bird species of conservation importance and wetland-dependant species were recorded at village and agricultural area south of Sandy Ridge Cemetery. In addition, two unidentified bat species were also recorded in Sandy Ridge area without exact location described.

4.5.4 In the broad brush ecological baseline survey, a total of one mammal species, thirty-nine bird species, thirty-four butterfly species, one damselfly species, eleven dragonfly species and three amphibian species were recorded. Among them four species of conservation interest were found, but none occurred within the Project Site.

4.6 Landscape and Visual

4.6.1 The Project is mainly shielded from visual sensitive receivers (VSRs) in the HKSAR. The natural topography acts as a visual barrier for most VSRs to the west, south and east as the level of formed land is not higher than the ridgeline for the most part.

4.6.2 Based on the latest aerial photos and field surveys, eleven Landscape Resources (LRs) and five Landscape Character Areas (LCAs) were identified in the Project site and its vicinity (i.e. within 100m buffer from works limits). The landscape and visual impact on the LRs and LCAs would be assessed in the EIA study.

4.7 Cultural Heritage

4.7.1 The Project site is located in the vicinity of Yuen Leng Chai site.

4.7.2 One Grade 2 historic building (the Nam Hang MacIntosh Fort), fifteen clan graves and one landscape feature have been identified in the Project site and its vicinity.

Page 12: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 9 -

5. ENVIRONMENTAL PROTECTION MEASURES TO BE INCORPORATED IN THE DESIGN AND ANY FURTHER ENVIRONMENTAL IMPLICATIONS

5.1 General

5.1.1 The EIA study will investigate those environmental impacts (both cumulative impacts and those arising from the Project) and propose the appropriate mitigation measures with the intention that site formation and associated infrastructural works under the Project would be environmentally acceptable. The residual impacts, if any, would be confined within the allowable limits. Environmental monitoring and auditing of potential impacts that may arise from implementation of the works proposed by the Project will be provided for the construction and operation phases. Subject to the findings of the EIA study, the following mitigation measures would be incorporated in the design and construction of the Project.

5.2 Noise

Construction Phase

5.2.1 EPD’s Recommended Pollution Control Clauses for Construction Contract would be adopted in the contract specifications for the Project to ensure that the Contractor will implement good construction site practices to minimise noise generation.

Operation Phase

5.2.2 Detailed traffic noise impact assessment for the widening works at Choi Yuen Road, including investigation on the possible noise mitigation measures such as the use of low noise road surfacing (LNRS), noise barriers/enclosures, and the combination of LNRS and noise barriers/enclosures, and the evaluation of residual impact, if any, would be studied in detail during the EIA study.

5.3 Air quality

Construction Phase

5.3.1 Dust suppression measures stipulated in the Air Pollution Control (Construction Dust) Regulations and site good practices would be implemented to reduce the dust impact.

Operation Phase

5.3.2 Sufficient setback of the proposed roads from the ASRs would be considered.

5.4 Water Quality

Construction Phase

5.4.1 Mitigation measures would be carried out during the construction phase to prevent discharge of sediment laden site run-off and drainage into nearby WSRs. The measures include:

Oily wastewater arising from construction site should be diverted to a petrol interceptor for compliance with the WPCO-TM;

Appropriate mitigation measures as detailed in ProPECC PN 1/94 on construction site drainage should be adopted to control the pollutants in surface runoff from the construction site;

Open stockpiles of construction materials and excavated materials (e.g. aggregates, sand and fill material) on site should be covered with tarpaulin or similar fabric during

Page 13: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 10 -

rainstorms. Measures should be taken to prevent washing away of construction materials, soil, silt or debris into any drainage system and nearby WSRs;

Drainage channels and silt removal facilities should be cleaned and regularly maintained to ensure their efficacy;

Contractors should be required, under the contract specification, to ensure that site management is optimised and that the deposit of any solid materials, litter or waste does not occur in drainage channels or surface water;

All fuel tanks and storage areas should be provided with locks and be located within bunds of a capacity equal to 110% of the storage capacity of the tanks;

In case public sewerage connections are not available, portable toilets should be provided to collect sewage generated from the on-site work force and arrangements should be made with a contractor for its proper off-site disposal; and

All surface drainage should be desilted before discharge.

Operation Phase

5.4.2 Impact on the water quality is unlikely.

5.5 Waste Management

Construction Phase

5.5.1 The reuse of inert excavated material would be maximised during the backfilling works where practicable, and surplus excavated material will be disposed of off-site at public fill reception facilities.

5.5.2 General refuse generated by the construction workers is expected to be in small quantity and would be stored and disposed of separately from general construction waste and chemical waste. The storage bins for general refuse would be provided with lids which should be kept closed to avoid odour and wind blown litter. The general refuse would be removed from the site regularly (at least once per day) and disposed of at landfills.

Operation Phase

5.5.3 No waste associated with the operation of the Project is anticipated.

5.6 Ecology

5.6.1 To minimise the Project’s encroachment onto existing woodlands and its consequential ecological impacts on the flora and fauna species associated with this habitat, fine-tuning of the Project boundary would be carried out in the design.

5.6.2 Besides, efficient mitigation measures would be implemented, mainly including compensatory woodland planting, habitat reinstatement and using non-reflective and non-transparent materials to reduce the risk of bird collision.

5.7 Cultural Heritage

5.7.1 A detailed cultural heritage impact assessment would be conducted to evaluate the potential impacts and mitigation measures required, which would include detailed baseline condition survey and vibration impact assessment prior to the start of construction, and refinement of the design of relevant works during detailed design stage and cartographic and photographic records prior to clan graves removal if unavoidable. The assessment

Page 14: Site Formation and Associated Infrastructural Works for

Site Formation and Associated Infrastructural Works for Development of Columbarium, Crematorium and Related Facilities at Sandy Ridge Cemetery Project Profile

February 2013

- 11 -

would also define the vibration limit and evaluate if mitigation measures, such as vibration monitoring and settlement monitoring with regard to the MacIntosh Fort should be agreed with the Antiquities and Monuments Office.

5.8 Landscape and Visual

Mitigation Measures to be Incorporated in the Detailed Design

5.8.1 Adverse landscape impacts could be eliminated, reduced or offset to a large extent by intelligent detailed design and mitigation measures.

Construction Phase

5.8.2 The following general mitigation measures would be considered to alleviate the impacts for the construction phase:

● tree protection and preservation measures would be implemented;

● established trees of value are to be re-located where practically feasible;

● areas temporarily disturbed by the Project would be reinstated in order to restore the green ambiance or LR as existed before the commencement of the Project to blend in with the new environment as far as practicable;

● excavated topsoil would be conserved for re-use by the Project or other projects; and

● stockpiles of materials would be covered or be screened off by hoarding erected where possible to reduce undesirable views of the construction site.

Operation Phase

5.8.3 The following general mitigation measures are to be considered in the operation phase:

● compensatory woodland planting if the woodland cannot be avoided;

● compensatory planting where loss of plantation trees is unavoidable;

● amenity planting for open spaces;

● amenity planting for pedestrian walkway, roadside; and

● greening works and contour grading works on cut/fill slopes.

5.9 Severity, Distribution and Duration of Environmental Effects and Further Implications

5.9.1 Subject to assessments in the EIA study, noise impact due to Choi Yuen Road widening at operation phase would likely be the most severe impact. Effective control and mitigation measures will be identified to keep the impacts to acceptable level.

6. USE OF PREVIOUSLY APPROVED EIA REPORTS

6.1.1 There is no EIA report already approved under the EIA Ordinance. However, the following report is relevant and will be referred to in the EIA study:

● Construction of a Secondary Boundary Fence and new sections of Primary Boundary Fence and Boundary Patrol Road (EIAO Register ref. EIA-161/2008, approved on 8 Apr 2009)

Page 15: Site Formation and Associated Infrastructural Works for

TS

TS

TS

TS

TS

TS

TSTS

TS TS

TS

TS

R

ˆ„·ò

Lo Wu Station

6.7

15.0

11.2

7.9

12.0

12.5

20.6

11.8

10.8

25.012.0

6.4

21.2

35.4

6.4

6.3

6.4

17.6

23.0

7.3

���X�

���X�Basketball

Court

CUL

EW

L

L

EE

L

LL

LL

L

L

L

L

E

LL

L

L

EL

L

L LE

L

L

LL

L EL

L

L

L

H

L

EL

L

4.8

4.7

4.4

10.9

4.5

15.2

4.14.4

12.0

5.7

3.9

17.7

13.1

4.220.412.4

21.8

24.3

17.8

24.6

10.2 22.7

27.012.0 19.77.2

28.7

8.931.1

21.516.5

4.3 31.97.7

34.7

6.5

26.514.2

35.85.63.9

42.531.5

21.0

25.33.138.3

7.210.66.2

6.3 6.2

45.830.5

17.514.1

3.436.03.1

8.1

43.7

6.0

20.8

2.9

7.6

7.2

7.6

7.9

6.1

3.0

TSRTS TS

TSTS

TS

TS

TS TS

TS

TS TS

TS TSTS

TS

TSTS

TS TSTSTS

TSTS

TSTS

TS TS

TSTSTSTS

TS TSTS

TSTS

TSTS

TS

TS

TS

TS

TSTS

TS

TSTS

TS

TS

TSTS

TSR

TS

TSTS TS

TS

TS

TS

TS

TSTS

TSTS

TSTS

TS

TS

TS

TS TSTS

TS

TSTS

TS

TSTSTS

TSTSTS

TS

TS

TSTS

TS

TSRTS

TS

TS

TS

TS

TS

TS

TSTS

TS

TS

TS

TS

TS

TSTS TS

TSTS

TS

TSTSTS

TS

TSTS

TS

R

TS

TS

���X�Border District

Police Headquarters

198

12.1

17.7

25.6

13.0 18.614.9

38.413.1

17.5

38.4

25.3

12.8

16.316.5

12.6

15.2

13.2 38.4

20.5

13.438.4

11.938.4

24.438.9

17.2

15.5

37.317.115.0

38.612.1

10.3

35.7

38.827.8

8.7

39.012.0

38.4

11.5

30.721.8

19.2

38.111.3

7.425.3

12.5 38.0

20.9

18.5

9.510.0

21.4

28.0

11.1

45.0

16.1

23.025.1

28.9

10.9

37.523.3

37.4

27.7

37.1

10.7

37.536.8

15.5

34.7

30.3

27.124.8

37.4

21.5

31.7

33.637.3

25.8

33.7

35.6

25.722.8

25.9

25.8

25.6

36.5

27.2

26.1

25.5

25.5

25.8

23.6

25.6

40.3

40.226.0

51.1

25.5

50.2

25.5

25.5

25.6

46.226.1

25.6

47.6

47.1

26.025.3

25.444.5

25.6

79.025.726.1

24.6

24.742.9

52.677.5

25.4

52.5

26.9

24.410.1

97.8

���X�

���X�

���X�

���X�

HK Government

Environmental Protection

Department

Sha Ling Livestock

Waste Control Centre

SHA LING

Police Dog Unit And Force Search Unit Training School

���X�

���X�

���X�

WT

Burial

Urns

Burial

Urns

SHR

CUL

CUL

CUL

CUL

CUL

CUL

CULCUL

GGGGGGGGGGGGGG

W

W

W

W

POPO

PO

POPO

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

FB

E

H

L

LL

EE

L

L

E

L

E

E

L

LE L

E

HL

H LE L

L

EETE

L

L

LE

E

E

LL

LE E

LL

LE

L

E EL

HLL LE

E

E

L

E

L

LL

E

EL EE

E

L EE

EL

LE

L

E E

E

E E

E

E EH L LH

EL

LL

L

EEE

L

LE

ETE

ET

L

E E

ET

LE

L

E

L

L

EE

EE

EL

EE

E

ET

EL

EE

ELE

ET

ETL

E

L

E

L

E

E

ETL

L

L

E

E

E

E

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

7.7

8.0

13.0

8.0

5.4

27.7

7.9

13.3

16.5

6.9

7.8

7.7

7.2

6.0

7.8

8.1

11.4

21.4

4.1

7.2

6.8

6.1

6.8

6.8

7.1

9.2

3.1

7.0

���X�

���X�

���X�

CUL

Graves

CUL CUL

WT

WT

WT

CUL

CUL

Graves

CUL

CUL

CUL

CUL

G

CUL

WT

WT

CULCUL

GGGGGGGGGG

PO

PO

PO

LL

L

L

L

LL

E

EL LE

L

E

L

H

L

L

L

L

L

L

L

L

LL

L

E

L

L

H

LL

L

L L

L

EL

L

LL

LE

EEL

ET L

ETL

L

L

L LE

L

H

L

E

EE

E

H

E

E

EE

E

E

E

E

L E

E

E

L

E

EE

LE

E

L

E

E

E

EL

L

E

L

E

E

LE

L

L

EL

HE

E

E

L

5.0

61.1

5.9 44.5

3.27.9

6.1 7.32.9 54.04.0

30.3

7.5

7.17.4

70.9

3.47.06.9

77.22.9

4.24.3

5.1

85.46.2 7.5

7.5

6.5 46.15.6

3.2

6.392.8

4.0

66.3

4.7 40.2

3.7

7.5 56.2

101.06.3 3.2

107.14.1 2.7

110.96.313.1

28.07.5

6.6

7.5

117.4

3.2

6.3

18.2

114.6

68.2

7.56.4110.4

62.4

6.4

106.526.3

3.0

24.5

102.17.4

6.5

96.2

25.9

6.4

6.4

63.681.333.7

7.5

14.876.8

6.1

41.4

6.4

79.1

4.248.6

8.0

5.9

56.06.2

6.44.0

26.57.43.9

5.54.6

2.4

66.233.4

3.848.2

6.32.52.0

18.5

6.3 51.87.1

58.5

6.3

2.42.2

3.9

6.238.72.2

7.518.4

48.6

6.8

3.6

6.43.82.5

2.3

6.56.3

2.2

36.75.1 6.3

20.8

2.46.3 25.03.9

6.3

2.16.421.6

6.13.97.9

25.02.35.7

7.4

7.0

6.5 8.23.9

4.718.4

4.48.42.2

5.62.3

3.92.2

3.87.2 3.8

3.2

8.6

7.24.8

6.1

8.73.8

2.6 3.44.0

5.59.2

3.8

7.57.5

2.17.0

8.33.9

3.97.8 4.9

3.4 7.9

6.2

7.75.2

6.0

3.84.9 6.66.9

6.98.23.56.5

8.0 4.73.0

7.74.2

2.73.6

3.6

13.7 6.8

6.9

3.36.06.8

2.6

6.52.9

3.82.46.8

5.8

4.52.82.5

4.78.66.86.76.9

3.6

9.92.82.96.9

4.13.8

5.7

4.87.5 5.6

8.35.9

7.4

5.8

6.7 6.2

6.8

6.7

2.93.6 7.2

8.8

5.7

4.6

6.78.1 6.8

6.5

7.4

5.8

6.72.97.5

3.8 7.16.6

7.3

7.2

3.7

6.6

3.7

5.9

2.8 7.3

3.97.0

3.76.8

3.9 6.9

2.9 5.86.6

7.1

4.6 3.6 2.83.9

6.7

7.06.9

4.95.84.2 6.5

3.6

2.8 6.2

6.2 6.7

4.1

7.95.7

3.9

3.4

6.45.72.8 6.7

6.5

8.8

3.57.2

6.35.6

2.8 6.3

12.3

12.8

13.2

13.0

12.9

12.1

12.8

12.1

12.2

12.3

12.6

13.2

13.0

12.7

12.4

7.0

7.6

7.3

6.9

7.1

7.0

7.1

6.9

6.8

6.9

6.9

11.2

11.2

11.6

11.4

10.2

10.3

10.3

6.9

6.7

10.1

10.3

10.4

10.3

10.3

6.9

CUL

CUL

G

CUL

CUL

CUL

CUL

CUL

CUL

CUL

CUL

CUL

CUL

CUL

CUL

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L LL

LL

L LE

L

E

LL

LL

E

L

E

E

13.1

13.0

28.5

13.2

13.0

13.0

11.8

5.7

6.4

11.7

8.9

12.6

6.69.710.0 12.8

10.09.5 8.4

9.4

12.914.3

13.113.18.9

16.9 13.1

13.013.2

13.5

13.0 11.7

12.7

R

R

TS

TS

R

���X�

Man Kam To Control Point

6.76.6

6.9

10.29.3 10.2

6.67.2

9.7

7.4

5.7

9.5

8.9

3.7

33.5

7.1

3.2

4.6

4.9

3.3

2.6

4.546.7

3.23.1

8.9

3.0

2.7

12.8

16.5

5.0

23.5

28.6

8.9

39.2

38.3

35.9

7.0

34.826.7

24.633.36.4

18.2

30.6

31.3

26.5

6.5

39.7

39.3

41.1

6.8

74.2

14.6

7.0

6.9

���X�

¯ç¤

MAN KAM TO

���X�

���X�

���X�

���X�

CUL

CUL

CUL

Septic Tank

CUL

CUL

CUL

WT

CUL

CUL

Graves

CUL

G

G

Graves

G

GG

G

G

CUL

CUL

G

G

CUL

G

CUL

GGGGGGGGUUGGGUGGG

W

W

W

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

FB

L

L

LL

ET

ET

E

H

L

EL

LL LL

L

L

L

L

LL

LL

E

H

LLL

L L

LL EET

E

L

LE

LE

LL

E

L

L

LL

L L

LL

EL

L

L

LL

L

L

ET

LE

L

L

LE L

LLEL E E

H

L L

H

E LL

L

L

L

L

LE L

L

E

E

L

E L

L

L

L

L

L

EE

E

EE

E

E

E

EE

E

E

E

E

EE

E

E

E

EE

E

E

EE

E

E

EE

H

4.64.3 4.6

3.9

4.4

4.64.6

3.5

4.24.6

3.94.4

4.64.03.6

4.74.4

5.85.3

4.68.3 4.63.8

4.54.3

4.64.4

2.6

3.8 4.14.2

3.77.8

4.4

4.44.65.2

3.82.98.8 4.64.5 4.74.4

4.0

4.47.2

4.33.6

2.8

8.1 3.74.48.4

4.0 4.34.4

3.66.67.4

4.63.8 4.34.6 4.54.53.9 4.5

3.232.0

3.87.6 6.5

6.88.2

3.9 3.8 4.74.2 3.832.0

4.63.23.8 4.53.9 4.5

6.14.4

4.37.0

4.46.54.1 3.9

32.0

3.5 3.54.1

32.0 4.1 4.84.9 6.2

7.1 3.86.83.97.7

7.7 3.5

4.13.6 7.86.1 4.0 4.0

6.5

4.03.8

3.63.5 4.8

7.04.1 3.97.4

4.64.04.1

3.7 4.1

4.129.3

6.53.1 3.83.9

7.5 4.64.3

4.3

4.1 6.8

3.94.03.5 3.9

4.03.1 3.7

4.57.6

4.2 4.57.54.2

3.926.13.2

4.2

4.18.5

4.34.27.54.24.9

4.57.9 4.24.04.2 4.245.2 4.0 4.4

3.1 3.9 4.3

3.24.3

3.2 22.8 7.7

4.3

4.5 4.56.1

3.1 4.53.0 8.77.64.6

8.6

8.68.24.2

21.48.5 4.68.5

8.68.58.3 8.4

4.68.78.53.6

6.03.0 8.6 8.18.4 4.54.68.6

2.720.4 7.8

8.4

4.115.7

4.78.8

5.5

8.23.0 3.7 8.98.7

8.6

6.52.6

8.7

19.1 18.05.58.2

2.7 8.5

8.73.4 5.0

8.9

5.46.8 8.85.2

20.28.29.2

4.7 8.88.5 8.29.0

20.5

8.6 8.14.8 8.59.04.1

8.2

21.9

4.84.2 8.4

9.18.8

8.49.0

5.9

9.417.16.2

8.78.59.35.0

8.26.3

8.6

4.9

9.511.2 28.112.8

5.0 8.7

21.45.3

8.56.113.0 8.4

26.9

5.1 11.5

6.7

5.513.3 5.6 8.8

13.011.8

4.78.630.3

7.95.6 6.55.1

8.78.8

8.9

5.213.28.0 8.9

8.95.8

7.4

8.7

8.86.128.8

7.3

4.9

23.55.813.2

25.516.3

5.9

6.4

5.0

5.75.3

13.032.9 5.1

6.0

28.46.6

5.9 22.928.7

7.8

20.213.0

5.7

6.5

32.3

10.89.1

13.0

25.16.1

36.7

24.222.2

6.3

40.820.624.9 6.2

26.6

39.630.4

25.4

46.9

25.86.3

5.9

42.9

34.7

38.5

52.5 22.523.5

17.15.9

5.7

16.5

16.6

21.1

6.0

17.9

58.7

13.913.9

5.662.3

6.0

12.013.8

66.5

16.515.3

13.168.9

13.7

6.0

6.0

12.6 8.272.5 12.6

13.412.3

14.66.1 9.7

14.770.9 73.2 5.330.5

12.1 8.212.1

14.673.513.1

6.3

5.5 8.315.6

16.0 7.812.29.1 12.919.3

14.1

13.5

65.0

6.46.1

13.1

12.1 7.17.8 10.6

6.7

7.08.9 11.1

7.114.211.1

7.25.6

8.7

6.4

6.86.5 5.6

6.513.0

58.26.7

6.87.1

6.4

7.26.65.76.611.6

8.86.25.6

6.5

7.4

6.5

45.6

50.3

46.5

61.1

47.6

48.3

53.7

49.7

53.1

54.7

51.3

8.3

56.6

9.6

59.2

61.1

86.1

63.1

64.8

85.1

5.46.9

35.0

35.5

36.4

38.0

97.135.5

98.4

39.416.7

69.5

79.9

21.5

88.8

89.2

87.8

78.0

95.3

87.0

84.2

86.773.7

85.8

87.0

91.6

100.4

79.3

95.5

13.0

13.3

13.1

12.0

6.7

6.7

6.7

6.7

6.8

6.9

6.9

���X�

���X�

���X�

���X�

G

G

Graves

G WT

Graves

G

G

CUL

G

G

WT

G

G

G

UGUGUUGGGG

POPO

PO

PO

PO

L

L

EE

L

L

LL

E

L

L

LET

LL

E

L

L

L

L

L

L

E

L

L

E

L

L

E

E

E

E

E

E

E

E

13.5

12.87.8

23.1

7.0 13.4

7.1

6.9

13.733.46.6

7.1

13.5

13.713.6

7.1

48.97.0

13.8

5.6

13.446.47.0 48.9

45.750.2

5.4

49.9

47.0

7.0

7.0

5.548.2

7.0

5.6

49.154.2

7.7

53.9

54.453.1

50.1

51.6

20.9

56.117.8

13.6

7.6

12.7

10.8

58.3

10.5

7.48.5

60.4

9.5

18.614.2 86.3

62.8

6.1

22.9

85.3

64.7

7.4 84.7

5.4

7.2

9.3

34.93.0

5.9

14.3

94.9

37.1

36.4

97.3

20.0

20.2

35.4

98.225.0

98.441.0

37.2

17.1 95.4

92.8

65.2

72.1

78.7

90.5

90.7

83.7

90.1

64.7

88.1

76.3

89.1

77.8

70.9

93.0

91.6

85.0

84.4

87.7

86.6

73.6

85.8

75.2

86.9

78.1 91.5

91.0

100.5

95.6

78.9

86.9

TS

TSTSTS

TS

TS

TS

TSTS

TS

TSTS

TS TS TS

TS

TSTS

TS

TS

TS

TS

TS

TS

TS

TSTS

TS

TSTS

TS

TS

TS

TS

TS

TS

TS

TS TS

TS

TS

TS

TSTS

TS

TS

TS TSTS

TSTS

TS TSTS

TSTS

TSTS

TS

TS

TSTS

TS

TSTSTS

TS

TSTSTS

TS

TS

���X�Temple

6.9

13.953.6

6.2 11.0

11.16.4

12.5

6.513.612.0

8.8

13.1

12.9

13.0

6.9

11.4

10.017.6

11.9

16.2

17.1

13.3

9.2

37.79.5

15.9

10.3 9.27.813.5

13.6

20.79.322.9

37.1

32.0

8.8 11.5

8.3

14.439.9

17.214.6

25.6

39.4 11.916.9

29.8

37.6 10.843.3 15.1

23.3

15.1

12.610.7

7.3

14.1

11.8

35.9

13.97.6

13.0

13.6

40.7

12.5

68.9

10.9

10.2

8.0

61.6

13.5

69.5

14.717.1

9.4

56.5

14.463.9 10.5

67.3 9.866.8

21.1

65.2

13.6

23.0

67.4

72.723.8

7.663.4

46.480.9

79.8

79.9

25.6

8.9

58.9

12.6

54.9 8.942.8

13.2

9.2

45.5

12.1

13.150.3

11.244.1

56.7

46.6

12.5

12.8

42.1

15.8 18.9

12.7

21.9

36.9

19.8

32.212.9

13.113.7

11.123.0

20.7

28.4

19.318.8

12.6

19.821.2

14.814.211.5

16.2

13.0

16.719.9

16.1

12.9

16.520.314.616.4

18.8

15.813.5

12.0

13.719.3

13.118.2 18.5

13.720.3

13.513.5

21.0

12.820.4

14.8

16.8 12.216.4

17.115.8 13.6

20.2

12.8

���X�

Burial Urns

CUL

G

WT

CUL

G

WT

CUL

CUL

CUL

CUL

CUL

WT

CUL

CUL

GGGGUUGGGGGGGGGGGGGG

W

W

W

W

W

W

PO

PO

PO

PO

PO

FB

E

E

E

E

E

E

E

E

E

EE

EE

E

E

E

E

E

H

E

EH

L

E HE

H

L

ET

E

LE

EE

E

EH

EL

H

LEE

L

E

L

L

E E

E

H

L

E

L

H

H

L

E

E

L

L

E

L

E

E

L

E

E

E

LH

E

EEE

L

E

E E

E

E

H

E

LE

E

E

EET

ETE

EE

E

LH

E

LE

E

HE

EE

E

E

L

E

EL E E

E

H

EE

E

L

E

6.3

6.36.26.3

6.1 6.6 7.9

8.2

7.3 6.2 9.9

11.2

13.9

11.611.1

11.8

13.5

9.1

14.0

13.7

13.3

12.7

15.517.4

13.5 12.013.1

9.013.8

10.4 10.414.5 8.9

14.711.2

12.88.7

20.1

14.58.8

18.3

19.2

10.511.7 12.910.1

15.6

21.0

15.7 19.5

13.3

15.8

17.8

24.17.9

11.4

13.97.717.9

24.0

15.616.7

19.2 20.923.5

16.9

13.823.8

10.421.26.4 14.6 14.3

14.4

20.2 14.5 15.3

22.76.4 18.1 16.622.2 14.7

20.3 15.9

12.023.6

15.214.1

19.9

14.214.3

11.7

14.8

14.2

14.215.021.7

17.7

14.514.1

14.513.6

13.615.2

13.3 15.5

14.4

13.0

14.0

16.614.7

13.1

16.713.2

16.2

10.714.6

12.7

13.9 17.612.1

9.99.6

11.3

16.6 16.2

14.5

7.2

14.6

13.89.5

14.1

14.0

9.3

23.5

11.0

9.4

22.3

13.4

7.713.3

12.8

12.7

8.89.1 39.5

42.7

8.4 13.29.1

41.941.6

8.6

12.59.0

9.2

10.1

13.345.9

13.5

9.8

12.59.8

10.8

43.913.0

10.2

12.5

9.3

9.613.8

11.113.210.9

13.3

9.5 14.012.6

18.012.9

11.2

13.6

12.8

11.114.6

13.6 13.713.210.2

10.1

11.218.910.7

17.912.813.713.7 14.6

14.4 10.2

11.020.6 10.115.622.0

20.722.8

22.313.5

12.916.3

12.813.4 23.4

12.522.0

14.0 22.4

11.7 12.117.2 11.2 15.710.4

22.812.4

16.6 18.817.1

14.320.9

22.617.9

11.9

10.913.0

18.6

11.8 12.6 16.717.815.9

13.5 11.712.7 22.3

17.1

17.9 15.013.8

12.6

13.113.7 11.812.716.8

11.4 17.912.7

12.813.9

14.819.8 12.8

11.8

18.612.112.813.0

16.3

16.7

14.815.3

16.416.4 15.314.6

12.8 16.613.5

14.013.715.5

17.212.3 11.6 18.413.5 13.4 16.5

18.616.8

12.114.518.0

12.7

15.1

12.713.613.0

14.915.7

12.8

16.5 12.616.5

12.113.1 14.7

13.6

12.815.6

22.2

16.512.9

22.118.1

12.7

14.5

16.316.5

15.8

14.716.3 15.5

16.2 14.2

16.2

16.4 23.817.0

18.116.3

16.3 12.5

16.013.6

13.613.615.8

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TSTS

TS

TS

TS

TSTS

P

TS

TS

TS

TS

TSTS

TS

TS

TS

TS

TS

P

TS

TS

TS

P

P

TSTS

TS

TSTS TS

TSTS

R

RTS

TS

TSRR

R

TS

TSTS

TS

TS

TS

TS TS

TS

TS

���X�

���X�

Food and Environmental Hygiene Department

Sandy Ridge Cemetery Office

49.0

55.1

20.9

55.121.0

55.2

114.6

14.914.8

12.3

115.3

17.330.9

15.0

29.9

119.5

28.613.629.5

128.9118.8

10.011.0

27.827.4112.9

120.6 15.9

35.3

8.323.6

10.3

12.322.1

13.5

12.3

11.0

48.458.8

6.411.415.645.161.1

7.9

9.3

58.9

7.2

16.0

13.710.9

45.1 5.96.9

48.2 15.3

14.2

5.644.9

5.7

32.5

5.9

10.98.1

8.1

11.8

5.6

15.3 12.6 10.7

7.3

11.0

10.1

8.7

5.3

25.3

4.9

12.9

22.3

5.0

8.0 4.8

7.9

16.1

4.6

10.026.87.2

6.324.4

24.414.2

4.515.9

5.2

5.0

12.4

12.5

12.3

13.0

13.113.1

12.0

10.09.9

8.84.0

13.1

11.3 6.2

9.8

11.110.7

4.211.6

9.87.0

10.2

3.99.5

3.8

3.3

2.9

2.8

7.96.4

2.9 3.83.0

3.43.62.9

2.8

2.7

3.0 6.7

3.5

3.2

25.9

9.8

3.4

2.9

3.1

4.1 7.5

3.23.0 3.0

3.42.9

2.8

3.0

3.2

3.1 2.92.7

2.9

9.3

2.9

3.23.3

8.0

2.7

4.0

3.9

17.2

3.7

3.5

9.07.3

14.5

3.0

11.3

3.6

3.1

3.5

3.7 11.7

3.4

8.56.5

6.0 8.2

3.63.1

3.2

3.1

6.6

7.7

6.64.5

8.1

6.5

3.2

13.610.2

8.72.9

���X�

���X�

GD GD

RCP

RCP

���X�

���X�

CUL

CUL

CUL

GGGGG

M

W

W

W

W

M

W

SHR

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

PO

���X�

FB

FP

L

LH

E

L

E

E

EE

L

E

E

E E

L

HE

EL E

ET

E

L

H

E

E

E

E

L

E

E

L

E

E

ELE

E

EE

E

L

E E

L

E

E

E

H

L

LL

L

L

ETL

L

EEL

ELL EL L

LLH E

LL

L

EE

HL

LE

L

EL

EE

LE

L

EE

LE E

L E

LH

EE

E

LE

E

EE

E

L

LH

E

E

LLE

LE

HL

E

E

EL

E

EL

EE

E

EE

H

L

E

15.4

11.5

34.9

9.910.2

10.2

15.525.8

13.210.9

14.3

24.7

13.9

11.514.7

9.8

11.7

8.8

8.318.0

11.6

7.8

13.4

6.2

5.8

9.311.5

6.3

5.9

6.5

9.0

7.1

12.4

12.7

10.4

7.1

5.75.6

5.8

7.1

5.7

8.9

6.7

5.2

6.8

8.9

5.4

7.9

6.7

11.0 8.5

10.0

5.1

9.17.7

4.76.5

7.4

13.5

7.7

9.7

6.54.9

4.8

8.0 5.9

5.86.3

5.9

4.76.1

10.2

6.112.5

5.0 5.54.7

11.7

6.0

4.0

11.6

4.1

3.9

4.1

2.8

4.02.8

3.13.1

3.22.8 3.3

2.8

3.22.9

3.62.93.12.6

2.93.2

2.9

2.83.22.73.0

2.83.3

2.92.7 3.1

2.83.1

3.53.2

2.92.8

2.9

2.83.0 2.9

2.8

2.8

2.7

2.82.8 2.9

2.8 2.93.2 2.7

2.8

3.0

3.13.27.0

3.3

3.4

3.6

3.6

3.33.2

3.7

6.6

6.0

6.3

6.2

3.0

3.1

6.1

G

53.6

G

TSTSTS

TS

TS

TS

TSTS

TS

TSTS

TS

TS

TS

TS

TS TS

TS

TS

TS

TSTS

TSTS

TS

TS

TS

TS

TS

TS

TS

R

TS

TS

Ó„

WT

G

Graves

Frontier Closed AreaBoundary Marker

WT

WT

G

G

G

G

G

GG

G

G

G

GG

GG

G

G

G

G G

G

GG

G

G

G

G

G

G

G

G

G

G

G

G

G

U

G

GGG

GG

GGG G

G

G

G

G

G

G

W

51.014.5

10.827.8

49.0

10.415.69.6

14.512.1 16.3

21.7

8.1

10.7

58.9

13.3

56.2

13.1

22.5

15.012.0

12.5

18.8

10.9

14.7

16.6

12.0

18.7 16.716.7

22.3

21.915.117.8

17.8

19.7

19.6 26.7

13.1

18.5 31.5

21.634.4

17.517.4

33.0

22.5

18.218.217.1

20.7

29.1

25.2

15.015.4

28.6

21.0

22.8

22.315.6

19.9

46.9

20.3

25.0

23.5

24.1

32.3

16.2

21.2

26.4

33.2

32.251.3

31.7

40.7

54.1

59.9

37.7 57.1

58.2

57.3

72.877.2 55.5

75.5

52.3

74.8

86.1

59.547.7

53.4

85.061.362.1

52.4

58.1

49.0

70.5

72.6

72.7

73.2

71.071.1

68.2

55.1

52.5

78.726.3

51.9

71.0

72.874.079.2

23.0

28.7

71.8

67.975.4

22.4

21.4

33.7

23.4

59.7

28.0

24.8

27.0

67.029.0

27.618.1

19.7

24.5

18.9

14.1

19.1

79.7

80.1

66.3

67.5

60.7

27.9

L

L

L

H

E

LE

L

L

L

E

E

L

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

EE

EE

L

L

L

ETL

L

LL

L

L

LL

L

L

LL

L

L

E

E

FB

i¾Þ

i¾Þ

i¾Þ

TS

TS TS TSTS

TSTS

TS

RTS

TS

R

RR

TS

TS

TS

TS

TS

TS

TS

TS

TS

TSTS

TS

R Pigsty

TS

Pigsty

TS TS

TSPigsty

TS

TS

TSTS TS

TS

TS

TS

m‰v

Ó„

Ó„

G

CULCUL

CUL

CUL

CUL

WT

Graves

G

G

G

G

G

G

G

G

G

G

GG

G

G

G

G

G

G

G

G GG

G

G

GG

G

PO

PO

PO

56.0

18.7

69.6

20.2

18.9

20.3

66.0

16.5

26.323.2

18.9

63.9

23.5

17.6

18.1

21.1

23.1

48.8

45.8

23.7

18.6

22.5

25.637.818.9

24.9

27.7

21.9

64.764.4

61.9

62.0

21.2

37.5

63.9

20.3

26.624.3

58.1

28.4

28.521.2 40.2

42.4

26.4

26.3

41.3

42.5

21.7

43.2

53.0

30.939.5

41.6

39.5

27.1

25.151.933.9

46.4

38.4

47.2

38.9

30.1

25.536.7

27.7

31.0

26.2

23.9

33.4

33.6

26.6

32.8

30.2

24.0 28.8

28.6

51.5

34.724.7

33.3

23.5

52.0

40.7

37.2

41.0

29.5

42.5

34.6

67.4

71.3

33.5

37.0

33.1

38.5

71.0

71.5

64.2

31.9

35.2

26.0

22.9

70.2

63.0

62.3

24.3

26.3

22.9

18.7

21.8

24.7

19.9

19.3

64.4

23.9

38.9

ETET

LE

L L

E

E

E

E

E

E

ETET

ETET

E

E

E

ETET

ET

ET

ET

E ET

E

ET

ET

E

E

EE

E

E

E E

EE

E

ET ET

EE

E

E

E

E

E

EE

d“

TS

TS

TS

TSTS

TS

TS

TS TS

TSTS

TS

TS

TS

TS

TSTS

TS

TS

TS

TS

TS

TS

TSTS

TSTS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TSTS

TS

TSTS

TS

TS

TS

TSTS

TS TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

å⁄Aܯq

Man Kam ToSubstation

T⁄M'‰⁄

s•˛

å⁄A„‹bfl˚

s•˛x˜y

San Uk Ling

San Uk LingBasketball

Court

Man Kam ToLivestockMonitoringStation

Ó„

Ó„

CUL

CUL

CUL

CULWT

CUL WT

GravesWT

Graves

Tanks

CUL

CUL

CUL

CUL

WT

G

CUL

G

U

GU

U

U

U

G

G

G

G

G

G

W

W

W

W

W

W

PO

PO

POPO

PO

PO

5.4

5.08.0

9.3

7.4 8.0

7.1

8.1 7.1

4.7

5.7

7.7

7.4

9.0

5.16.3

7.27.9

7.2

5.6

7.6

10.4

6.65.8

5.3

8.64.4

5.1

6.0

8.0

9.0

6.1

11.36.4

6.65.0

7.68.1 10.7

5.2

18.6

5.78.2

7.3

8.4

4.8

13.7

7.2

8.9 9.410.1

6.3

14.1

7.1

9.8

11.4

7.820.6

9.6

11.4

10.2

13.5

7.1

18.8

6.4

8.4 10.1

11.011.5

9.710.1

10.4

8.6

9.3

16.87.19.6

8.37.4

10.4

7.2

8.79.1

10.4

10.3

9.27.5

9.78.3 10.711.0

10.4

10.1

8.7

9.5

10.0

10.1

8.0

11.210.5

10.2

16.215.6

12.912.813.3

13.1

9.4

10.28.3

13.6

12.2

12.911.5

17.2

13.9

13.9

7.8

14.0

16.9

21.9

14.19.7

14.7

50.4

8.910.5

9.4

7.2

9.3

11.5

13.1

14.8

19.0

13.0

9.3

11.5

14.3

11.2

11.3

11.6

L L

LL

H

EE

E

LL

E

EL

L

LLET

EETE

E

E

EL

E

L

E

EE

LE

L

L

E

LE

E

E

L

LE

E

E

LE

L

E

EET

LH

L L

E

EE

EL

ET

H

L

L

LL

L

L E H

E

L

L L

L

EEH

EL

E

E

EE

L EHEET

LE

L

L

L

E

E

LE

HL

L

E

E EL E

L

L

E

L L E

E

L

LL

L

LL

E

L

EL

L

L

E

LH

L

L

L L LL E

H

L

L

L

E

L

L L

L LL

E

EH

LL

L

E

L

L

E

L

L

L

L

L

L

L

L

E

L

H

L

L

L

L

LH

L

E

ET

L

L

L

E

E

E

L

E

FP

g⁄ì⁄u⁄{µB‡

A3 420 x 297

COPYRIGHT RESERVED

'“ �v¯ �Ò' �‡ƒ �,

LAND WORKS DIVISION

CIVIL ENGINEERING OFFICE

drawing title

drawing no. scale

REVISION

contract no.

s‰Ø⁄ ”⁄efi Öfi Öfino. date description checked approved

dateinitialname

date :

Xƒø‹

projectu⁄{µ

( Name )

Post

]‡

designed

approved

‚ˆ

Öfi

checked

drawn

traced

ÉÀ×fi

u⁄{µ

file no.

project no.

m' Ø⁄–ˆ

Öfi

Ø⁄

ˇ„h«

ˇ„h« æ⁄

×›

officeì¿˘

g⁄ì⁄u⁄{

CIVIL ENGINEERING AND

DEVELOPMENT DEPARTMENT

NOTES :

øµ

„ˆò·3�0�0

Lo Wu 300m Range

post

post

post

post

ø´ÓÉ

LO WU

„ˆ

SHEK MA

Û¥

j⁄Û

MA TSO LUNG

¤°ó

PING HANG

W'

HOO HOK WAI

fi˜ß

j⁄F

˘–Y

Tak Yuet Lau

Flood Shelter

o–º

¾¤x‹¨

TAI SHEK MO

SEUNG MA LEI YUE

PAI TAU LO

TA SHA LOK

FUNG KONG SHAN

æ»^

Q˜ï

Casas Domingo¯„R˜

NGAU TEI

ß⁄

Ö”þ

KAI KUNG LENG

ß´‰

Q˜ï¯

çfiEden Place

KI LUN SHAN

FUK TSUEN

SHAN

þ¥R˜

B»AAscot Park

æÜLONG VALLEY

׶s⁄

¶fi‡

KI LUN SHAN AU

i¥¾'Œ„

¯„Æ“

I·‡Richmond

Villas

P›I·

§¥µ··“À

¯„I

_˜R˜

Rose Garden Nice Villa

Richmond Garden

R˜„·Regent Garden

Golf View

Garden

ƒfiO•Enchi Lodge

Dragon

Villa

÷“œ¿O§

Erin Park

Û¥J¥›Dills Corner

Garden

y…×څض

Grand Garden

É'Æ“

E´^×~

»›ä·Ö

æ»^–

ˇ°Qü°k⁄d–

Women’s

Treatment

Centre

í¶ç•p⁄

Fanling

Bungalow

s–L“

þ¥s⁄

þ¥¤»

Ú`‚”Miami Crescent

Golf Villa

Ú`¤

‚”å

HK ArtisticPot Plants

The Royal Oaks

_˜Æ“

˜†G_˜Æ“

D¥F

ófla

St. Andrews Place

“°‚Æ“

íƒvƒResidential Project

Y“¤»

óƒå´

Ú…N•Europa Garden

l„A

A»fi

Firing

Range

v„

post

post

post

post

post

post

post

post

Œ¶›YUEN LENG

CHAI

n«NAM HANG

å⁄AMAN KAM TO у«

LO SHUE LING

·¥“TA KWU LING

ɻrTUNG LO HANG

F“•TUNG FUNG AU

ô⁄ßSHUI NGAU TSO

Û¥ºSHEK TSAI HA

Ý¥|WO KENG SHAN

£fisHUNG LUNG HANG

ß‹¸KONG NGA PO

ł“jCHEUNG PO TAU

ü§CHAM SHAN

jڌTAI HOM TUK

‰⁄DPRINCESS HILL

ł“CHEUNG SHAN

sÀÀLUNG MEI TENG

ø'NGONG TONG

PAK HOK

SHAN

Õ¥b

·¥“„›Ta Kwu Ling

Farm

q…MIU KENG

s⁄SHAN TONG

â'ôPumping

Station

s•˛«›À'

W⁄ô⁄o

ì⁄ò·âMuk Wu

Pumping Station

s•É‹ï°æ

North EastNew Territories

Landfill

San Uk Ling

Holding Centre Q§¤»

Sheung Shui

Water Treatment Works

œ'¤»E»x

s•ò‡San Wai Barracks

s•ò‡/�j⁄

s•ò‡San Wai Barracks

San Wai / Tai Ling Firing Range

صWA SHAN

Q“

¤°YMA TAU LENG

æ”yBelair Monte

a”Ö”Wing Fok Centre

üfip`Union Plaza

»fl›ÀFanling

Garden

F˘LING HILL

»†ØCheung Wah Estate

üfiÆ“

«‰A»Greenpark Villa

A»˝Camellia

Court

Ó⁄›Tai Ping Estate«§

Æ“

m–ZChoi Po Court

A»R˜Tsui Lai Garden

‡«AWoodland Crest

Ñ⁄›

Tin Ping Estate

¶¶Y“Sunningdale

Garden

sÀ×´Lung Fung

Garden

s•£‡Metropolis

Plaza

W⁄ô⁄Sheung Shui

Centre W⁄ô⁄Sheung ShuiTown Centre

°ƒHYuk Po Court

ß”]⁄˙Vienna Garden

¯„–

¯„ÖKa Fuk Estate

Z»PO LENG

Z»›

ܛeCHONG TSIN

LENG

ß”˙KEI LAK TSAI

„‰”WU TIP SHAN

Y“–Yan Shing Court

”·–

صß

_¥j⁄PAK TAI TO YAN

F¤„SHA LO TUNG

n«NAM SHAN

j⁄›TAI LENG PEI

Ó‹ZQUEEN’S HILL

î¾WANG LENG

“°HKO PO SHAN

à•aSZE TEI SHAN

˦^WONG KONG SHAN

Û¥òSHEK WU HUI

m–ØChoi Yuen Est

SACRED HILL

ü‹”·

»flFANLING

sÀLUNG SHAN

ÜfiJ¥KAT TSAI SHAN AU

( KAU LUNG HANG SHAN )

CLOUDY HILL

E⁄sÀ

( TIN PING SHAN )

Ñ⁄›

sÀDLUNG YEUK TAU

WO HOP SHEK

M'X

Ò«x

p`MLUEN WO

HUI

صœWah Ming Estate

üfi˛Eden Garden

wƒŒ°Æ“

U‚¤

¤»pRoyal Knoll

Ú⁄h

W»xStorage Area

for Floodwater

ˆ¥Æ“

j⁄sÀŒ„Tai Lung

Experimental Farm

W⁄SHEUNG SHUI

ò‡YÀłWAI TAU TSUEN

CHE TEI

A„~Agricultural

Station

l„–

÷'–

T«¤»

I·H`Fu Hei Garden

ç•ł

PO LENG AU

Û¥ü

ˆƒô⁄BSewage

Treatment Works

ˆƒô⁄BSewage

TreatmentWorks

SHEK AU SHAN

Yat Tung Villa

Ka ShingCourt

Prince Garden

¯„⁄⁄

P‹œ¥

F»a

Ñ⁄Ós⁄

˚ƒÓ‡

năfi

å⁄×

ıfiºƒTai Hang Garden

ıfiÆ“

ɥƓ

‰°ßTARGET VALLEY

s–x

Good View New Village

µ˜î„

fi¶R˜Hyde Park

¤»x

Mannes

Villa

˛‚Æ“

King LamGarden

Ó‹s⁄

œ'w

q¤Ò

H«¤

s•É˚°«“⁄⁄

Ming Tak Court

wƒÆ“

_˜˝

Belair Villa

Sui Pak Villa

Blossom Villa

Ñ•ðfiÕOfftake Station

Ûƒ~

Tung Chun Soy Sauce

& Canned Food

Ñ•Õ‰£

Police Quarters

ö‹ß«J–

¯„ü

µ˜î„÷¾˚°

Pƒˆ‹æ´‡ƒ››

d–Ö

St. JamesCourt

p„‰CAT HILL

Wah Sum Estate

King Shing Court

Cheong Shing

Court

Yung Shing Court

“°‚”ÒGolf Parkview

Bus Depot

TSUNG SHAN

œ'¾Regalia Villa

Ó‹†

Police Tactical UnitHeadquarters

Royal Green

s–Ó

s•É‹µ˜î„w⁄

wƒÖ

M†eChing Ho Estate

@⁄

G⁄

T⁄

ˆ¥ç@⁄

G⁄

‚⁄Wƒ

The Precious Blood

Children’s Village

_˜åƒà

Łƒe“

‡¿Ø«W⁄ô⁄‰⁄ߥ

LEGEND :

ÀÀØ«d«g⁄ �/

ˇ„Ò¤

u⁄aƒ

ÀÀØ«

ÀÀØ«“°

ÀÀØ«s‡µ–„ˆ

'°˙ƒ˛÷]‡I‹

+40mPD

ÀÀØ«æƒ

SITE BOUNDARY

PROPOSED ACCESS ROAD

PROPOSED TUNNEL

PROPOSED CUT/FILL SLOPE

PROPOSED VIADUCT

PROPOSED SITE FORMATION

LEVEL (mPD)

ÀÀØ«g⁄aƒ

(�D¥ô⁄›

PROPOSED PEDESTRIAN

WALKWAY BETWEEN LO

WU MTR STATION &

PROPOSED COLUMBARIUM

PROPOSED PICK-UP

AND DROP-OFF AREA

CONSERVATION AREA

ÛƒMµO

PROPOSED PLATFORMS

FOR COLUMBARIUM -

PHASE 2

ÀÀØ«'°˙ƒ˛÷]‡I

˜†G

ÀÀØ«W⁄

PROPOSED PICK-UP

AND DROP-OFF POINT

ÀÀØ«W⁄

PROPOSED TUNNEL

PROPOSED PLATFORMS

FOR COLUMBARIUM

ÀÀØ«'°˙ƒ˛÷

PROPOSED PLATFORM

FOR CREMATORIUM,

FUNERAL PARLOUR AND

VISITOR SERVICE CENTRE

ÀÀØ«ı⁄fi‚ı‡,�

A“¨°⁄⁄ß⁄]

TS

TS

TSTS

TS

TS

TS

TSTS TS

TS

TS

TS

TS TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS TS

PTS

RCPTS

TS

TS

TS

TS

R

TS

TS

TS

R TS

P

TS

TSTS

TSTS

TS TS

PH

TS

TS

TS

TS

R

R

P TS

TS

TSTS

TSTS

‘†ä·

Q“f‹Ôfi˛⁄j⁄Y

˚fiì‹

Hi Tech Centre

Jumbo Plaza

Advanced Technology Centre

131132

135133

138

–°fi

Q“fणµC

“°‚”Ò

Car Park

BasketballCourt

Hak Ka Wai

Football Field

Golf Parkview

Ó„

CUL

Tank

Tank

WT

Tank

Tank

CUL Tank

CULCUL

CUL

CUL

CULCUL

CUL

Graves

CUL

CUL

G

GG

G

G

G

U

GU

U

G

UU

G

G

G

GG

G

G

B

W

SHR

W

SHR

SHR

PO

PO

PO

PO

PO

PO

PO

PO

7.57.8

3.35.9

6.5

6.4

3.36.3

7.4 7.7

7.86.0

7.2

7.4

7.9

7.5

7.7

7.7

7.76.8

6.67.4

7.77.2

6.9

6.5

7.1

7.6

8.1

7.78.1

3.67.5

7.77.6 7.8

7.3

7.79.1

7.9 7.87.4

7.47.1

10.1

4.6

3.37.0

7.2

7.3

7.67.112.2

8.5

7.6

8.8 7.6

7.9

7.4

8.2 7.5

7.27.7

7.0

7.6

7.1

7.3

5.2

3.48.1

9.63.7

4.3

7.77.1

9.6

6.9

7.9 7.3

7.3

2.6

6.87.5 7.1

3.4

7.57.0

4.4

5.9

8.0

4.5

5.6

7.3

4.2

2.54.2

4.6

7.27.1 3.27.2 5.6

3.1

4.3

8.1

2.4

7.6

4.34.0

5.85.7

4.0

6.9

5.47.8 8.5

4.6

5.04.8

4.4

5.3

5.3

9.08.07.1

5.3

5.2

5.55.2

4.9

7.65.4

6.9 5.85.4

5.38.1

7.3

7.1

11.1

7.47.3 5.8

6.4

6.310.1

3.25.5

6.1

10.16.7

6.1

3.2

6.2

6.1 8.17.7

7.1

5.46.3

6.0

6.4 5.8

4.4

8.5 6.4

6.47.5

4.0

6.56.0

4.37.7

7.9

6.5

7.3

7.9

8.46.5 6.6

6.2 5.59.5

4.2

7.1

8.2

5.76.4

7.8

4.5

6.34.4

4.03.8

7.2 6.67.56.7

4.84.5

3.98.3

6.0

4.6

4.87.2

7.1

3.8 7.27.2

4.5

3.84.0

4.215.4 7.9

7.66.7

4.06.1

5.67.1

4.3

7.5

4.04.57.0

5.6

7.68.9

4.25.6

6.4

8.9

7.1 4.0

7.47.0

5.59.0 4.3

7.6

4.1

11.45.6

12.4

4.2

9.0

4.2

6.3

11.48.8

12.99.0

13.2

6.313.1

4.4

4.1

4.1

4.44.4

8.46.8

5.6

6.1

4.4

6.2

4.2

7.6 4.6

4.6

4.5

10.6

4.9

6.3

8.3

7.5

9.2

6.5

8.3

6.94.86.0

18.7

10.6

8.2 6.9

6.8

8.6

6.7

LH

LE

E

LE

EH

L

EL

H

E

LLL

L

LE

EL

LLL E

E

E

E

E LL LL

EL

LL

H

ET HH

EE

EL

E LL

L

LL E

L

H

L

LELL

LE

L

LL

E

E

L

LL

LH

L

H E

E

E LL

ELLL

LE

H L

LL

L

L

L

LE L

L

L

E

LL

L

LL H

L

L

L LLH

L

L

EL

LL

L

LL

LL

HL

L

LH

LL

LL

LLL L

L

E

L

L LL L

H

L

E

LL

LL

L

L

L

L

L

HL

LL

L LL

H L

LLEE

L

HL

LE

E

L LL

L

EE

L

L

LL

E EET

LH

ETE L

LLL

LL

L

L

E

LL

E

L

LL

E

LLH

EE

EL

L

ETL

E ELE

E

E L

EL

LH L

LETL

L

L

LEL

L

LL

LE L

L

ETETL

LLL

L

LLE

L

LETL

L

L

LL

L

L L

E LL

L

H

L

L

ET

H

H

L

LL L

L

EL

LLH

LH

L

LL

FP ݴ

ݴ

TS

TS

TS

TS

TS

TS

TS

Podium

TS

TS

TS

ETTS

TS

TS

TS

PH

P

P

P

P

Podium

P

Multi-storey Car Park

P

m–ü

˜†°

m–„

m–Ñ

˜††

m–Ì_¥ˇ°j

Block A

Block B

Block C

Choi Ying House

Block 1

Choi Ching House

Block 2

Choi Pik House

Choi Ping HouseNorth District

Town Hall

ô”y

_¥ˇ°B¨•B

W⁄ô⁄›‰æµ‡ƒ››d‡ô

C„Öx˜y

˘–y

C„Ö

Û¥ò·V…É`¤

E⁄sÀÚ⁄h⁄(�‡ƒ››W⁄ô⁄Û¥

«¥

–°fi

Û¥ò·V…C„Ö–°fi

Û¥ò

–°fi sÀ×´

C„Ö

s•£‡

m–Z

x˜y

C„Öx˜y

C„Ö

Tennis Court

North DistrictSports GroundSkating

Rink

Playground

Basketball Court

Valleyball Court

Playground

Shek Wu Hui Jockey Club Playground

Bazaar

Car Park

Shek Wu Hui Playground

PlaygroundCar Park

WU HUISHEK

Car Park

Lung Fung Garden

Playground

Metropolis Plaza

CHOI PO COURT

ESSRCP

BasketballCourt

Playground

Basketball Court

Playground

Sheung ShuiGarden No.4

CUL

CUL

CUL

WIP Mar 2012

CUL

CUL

SHR

PO

6.28.5

6.2 7.7

6.2

10.78.1

8.8

5.38.0

7.86.1

10.3

8.2 9.4

6.57.9

7.87.8

10.5

8.0

7.1

5.27.8

6.1 8.5

7.6

7.9

7.7

17.6

7.9

10.7 10.67.97.4

7.68.0

8.1

8.47.7

8.1

7.98.0

8.7 10.7

10.7

8.5

7.88.17.9

7.97.9 7.8

8.08.3

7.6

10.8

7.6

7.88.3

8.2

8.0

7.810.7

8.28.38.9

7.78.68.5

8.6

10.7

8.8

10.48.2

8.5

9.0

7.9

7.9 16.27.5 8.58.18.1

8.610.8

9.5

7.87.8

9.0

8.8

7.7

7.97.0

7.8

12.4 8.28.8

7.9

10.18.0

8.8 8.47.7

7.7

7.2

8.48.3 8.0

7.3

8.0

7.4 8.8

8.5 8.5

7.9

7.4

8.87.5

8.1

9.07.6

7.314.8

4.7

7.7

7.9

8.7

9.08.3

15.67.8

8.6

7.47.3

8.8

7.8

7.97.4

23.5

15.6

9.1

7.4

7.5

8.18.2

7.712.47.4

7.815.6

7.2

14.8

15.0

4.8 8.58.0

7.9

7.5 7.6

7.0

13.9

8.8

7.4 7.38.5

13.58.1

7.6

8.26.7

7.0

8.58.3

4.9

7.514.8

7.57.9

6.710.6

7.38.7

8.2

8.0 9.18.2

7.67.7

7.0

6.2

9.4

8.19.0 7.6

8.5

9.0

8.9

7.57.5

7.7

9.0

8.4

7.9 7.8 8.4

7.7

19.48.0

7.7

9.2

7.8

9.2

7.9

8.1

8.4

8.6

8.2

8.2

19.1

9.2

9.28.5

8.6

9.6

9.18.1

6.1

8.5

8.1

7.8

9.0

8.0

9.19.0

7.6

9.88.9

8.9

8.1

9.4

9.4

9.6

7.7

8.2

6.7

7.8

8.9 9.0

9.1

8.5

9.3

8.4 8.48.4

L

L

L

L

L L

H LLL

L

L LL

L

L

LL

H

LLL

LLH

LLL

L

HL

H L

L

L

LL

LL H

H

LL

L

LL

L

LL

LL

LL

LH

LL

L

LH

L HL

LL

LL

LLL

H

L

L

LL

LL L L

LLL L

LH

L L

LH

HL L

L

L

L H

LHL L LHL L H

LL

L

LL

LL

L

L

LL

L

L

LEH

L

L LL

H

HL L L

LL

E L

L

L

H

L L

L L L

LLE

H LL

H LL

LH

LE

LL LH

L L LL

L

LL

H LLL LL

L

LL

L

LL

LL

LH

LE

LL

L LL L

LL

E L

LH

L

L

LL

HL

H LL

L L

LE

LLL

L

L

LLHEL

LL

L

H LL

L L

LLL

L LLL

L

L L

LE L

HL

L

LH

EL

LL

LLLL

L LL L

HLL

L

HH

L

L

LLL

EL

LL L

LL

LLL

H E

L L

L

L

L

LHL

L LL

L LL

LL

L

H LL

EL LL

L

LL H L H LL

LLL H L

L

EL L

LL

LL

L H

LLH L

LL L

H

LL

EHLL

EL LL L

LLL L

EL L

L

LE

LH

L

LL LHH

LE

LH

L L LL

LL

L

E

LLL

L

LE LL

LL

LL

LLH H

ELLL

LL

ELL

HL

LH

E L

H L

LL

L

L

EL LLL

LL L L

L

LL

E

H H

HL

L

L

L

LL

ELLL

LL

LL

LE

L

LL

E

L

LE

L LL

L

LL H HLL

H

L

TS

TS

TS

TS

PHTS

TS

TS

TS

TS

TS

TS

TS

TSTS

TS

TS

TS

TS

TS

TS

161

S¯Ñ⁄

Ñ•ðfi»fl›ÀŁƒ

»›ä·“°‚

HL

Open Storage

Towngas Fanling West

Offtake StationFanling

WaterworksDepot

Tennis Court

HONG KONG GOLF CLUB

Fanling Lodge

G

G

CUL

CUL

CUL

R

GU

G

G

G

G

G

G

G

SHR

W

9.0

9.6

8.7

6.610.310.1

10.517.8

7.3

9.8

5.1

10.210.8

8.912.3

12.611.8

5.4 6.310.1

13.4

9.0

10.6

12.111.6 8.114.0

13.8

7.7

6.9

12.4 15.8

11.07.8

16.36.5

8.1

7.0

8.5

6.2

7.6

9.08.0

8.96.8

6.9

12.18.8

9.3

9.2

7.9

10.9 11.46.1 6.4

8.5

9.9

8.9

8.5

8.59.4

9.57.8

8.39.3

16.5

10.87.3

9.6

6.0

16.610.0

7.7

15.8 8.9

6.112.7

10.3 13.8

10.4

10.6

9.0

9.1

12.7

6.8

9.8

19.46.5

6.6

17.4

17.511.6

9.111.9

10.4

7.0

10.5 8.511.710.4

11.1

10.7

19.7

9.0

16.6

11.6

9.4

10.9

10.6

10.1

8.9 16.117.9

10.8

14.1

10.3

10.4

9.811.5

11.3

17.3

8.6

10.8

EL

L L

LL

L

L

LL

LE

L

LL

E

LL

LL

ET

L

L

HL

L

L L

L

L

L

L L

LE

L

L

LLH

LL

LL

HL

LL

L

L L

L

LL

HL

HL LLE

LH H

L

ELL

E

LL

L

HL

LL

E

L

L

L

LL

H

L L

H

L

L

L

L

L

L

H

L

L

ݴ

]¡U⁄h…«¥ı‡

ݴ

]¡U⁄h…Ú⁄

]¡U⁄h…–

ݴ

ݴ ݴ

P

Podium

(Market & Car Park under)

Podium

(Bus Terminus under)

P

(Car Park under)

P

TS

Podium

(Car Park under)

Podium

P

W⁄ô

m–C

m–ض

M†ò œ'ò ð›ò

~”ò

˚fiò

m–R m–ضh�ü

P'òm–Ø

Ó°ò‡flò

»›ä·D„—–p`Xƒ|

F“صT⁄|°Ò¥G

F“صT⁄|°¤°AÑ⁄D¥—–»›ä·—–

òƒ—–ı§ł†º

Sheung Shui Station

Choi Ngan House

Choi Yuen Plaza

Ming Wu House Tong Wu HouseChing Wu House

Hon Wu House

Chun Wu House

Choi Lai House

Chow Wu House

Choi Wah House

Tsun Wu House Seung Wu House

Hong Kong Taoist AssociationTang Hin Memorial Secondary School

Tung Wah Group of HospitalsKap Yan Directors’ College

Catholic Diocese of Hong KongMother of Christ Church

Buddhist Li Chong Yuet MingNursing Home For The Elderly Sheung Shui Shek Wu Hui

Fertilizers & Rice DealersAssociation Public School

BLOCK A

BLOCK C

BLOCK B

C„ÖC„Ö

C„Ö

C„Ö

W⁄ô⁄C„Ö

ø“y

C„ÖC„Ö

°ƒH

m–ØC„Ö

C„Ö

C„Ö

°ƒHô”y

C„Ö

C„Ö

x˜y

x˜y

x˜y

x˜y

x˜y

–°fi

˘–y

x˜y

x˜y

˘–y

W⁄ô⁄w⁄B–

´«§¥µ

W⁄ô⁄ö‹ß«

Ó⁄›

Playground

Playground

Playground

Sheung Shui CentrePlayground

GateballCourt

PlaygroundPlayground

YUK PO COURT

Playground

CHOI YUEN ESTATE

ESS

Playground

Playground

YUK PO COURT

Tennis Court

Playground

Playground

BasketballCourt

BasketballCourt

BasketballCourt

BasketballCourt

BasketballCourt

Car Park

VolleyballCourt

BasketballCourt

BasketballCourt

VolleyballCourt

RCP

Sheung Shui Police Married Quarters

Venice Garden

Sheung Shui Disciplined

Service Quarters

TAI PING ESTATE

SHR

SHR

CUL

CUL

G

PO

PO

PO

8.9

8.98.9

8.7

8.8

8.5

8.7

8.2

8.8

9.5

15.3

8.2

8.9 8.85.5

8.9

8.6

8.59.2

8.8

7.8

9.1

9.8

8.88.8

8.9

9.19.5

8.6

16.8 8.9

8.89.5

8.9

9.38.9

8.9

10.817.2

16.79.6

9.1

9.6

8.7

15.516.5

12.3

8.99.39.39.1

10.0

9.09.5

9.415.3

9.0

10.1

12.6

10.1

9.412.5

9.411.0

8.9

9.8

10.110.9

15.1

10.6

9.6

9.910.2

11.0

10.1

9.89.8

10.19.4 9.8

10.210.5

9.7

9.7 9.9

16.4

9.2

14.7

9.810.7

10.8

10.610.4

9.5

10.810.310.5

10.1

15.0

14.1

10.512.7

10.09.3 11.3

10.7

10.5

10.2

12.1

15.0

11.3

11.8

10.6

11.6

9.2

11.5

15.910.3

9.3

11.3 12.0

10.8

10.3

9.910.511.610.7

14.59.5

9.2

11.413.9

10.3

12.4

23.2

10.8

16.2

12.610.2

10.6

11.9

10.516.5

L

HHL H

L

L

LL

L

LL

L

L

L L

L

L

H

L

LH

H

LL

L

L

H

LL

L L HL LH

L

L

E

L

LL

LEL

LL L

L H

LH

L LL

L H

LL

L HL

L EL

LLL

H

E

L

L

LLL

L

LH

L

LH

L

H

HL

L ELL

LEL

L

L

LH

L

L L

L

LLL

L LH HL

L

EL L EEE

L

LL L

L

LL L LL

L LL L

L

H

L

LLL

L

L EL

L

E EELL LL

LH

L

LL

LLL

LL HE

L

HL

LL

L

L E

L LL L

HL

EL

E

LH

L

L

LL

EL

L EL

L LLL L

L

HL

L L

LL

L

L L

L LL

L EH

H L HL L

LL L

LLL

LL

L

L

L

LL L

LL

LLLL

H

LHLL

L L

LL

L L

LL

L

LLL

L

LHL L

L

H

LLH

L

L

LL

LHL

L

L LH

LL

H

L LL

H

L

LL LLL

L

LLL

L

LL L

L LH

LH

LH

L

L

LLL

LL

LL

D„

D„

EW

Road

CW

Road

1 : 6000

+40mPD

+40mPD

+50mPD

+45mPD

+45mPD +55mPD

+55mPD

LO WU MTR

STATION

MACINTOSH

FORT

SHENZHEN SHI

SHA LING ROAD

_

SCALE 1 : 60 000æ⁄

ìƒm LOCATION PLAN

„ˆò·ä

EXISTING VILLAGE

IN THE VICINITY OF

LO WU MTR STATION

(EXCLUDING FROM

SITE BOUNDARY)

‘†‘

`‡”·‡

F¤›

LW8820

0 100 200

1 : 6 000 SCALE BAR

843000 N

843500 N

844000 N

å⁄ł”ç

F¤›À

‘†‘

„ˆò·ä

projectu⁄{µ

drawing titleˇ„h«

K S LEE

‘`u⁄

þ“ó¥

SITE FORMATION AND ASSOCIATED

INFRASTRUCTURAL WORKS FOR

DEVELOPMENT OF COLUMBARIUM,

CREMATORIUM AND RELATED FACILITIES

AT SANDY RIDGE CEMETERY

LAYOUT PLAN FOR SITE FORMATION AND

ASSOCIATED INFRASTRUCTURAL WORKS

FOR DEVELOPMENT OF COLUMBARIUM,

CREMATORIUM AND RELATED FACILITIES

AT SANDY RIDGE CEMETERY

C T LAU

( C L YUNG )

CHIEF ENGINEER

VIADUCT V4

VIADUCT V1

VIADUCT V2

VIADUCT V3

„ˆò·ł§N

bƒu⁄aƒ

APPENDIX 1

SCALE 1 : 10 000æ⁄

INSET¡·

Wڙڊ

m–Ø

CHOI YUEN

ESTATE

SHEUNG SHUI

MTR STATION

X´ï`m–ضô‚(

F¤›ÀX…ı‡‡¿Ø«'°˙

öˆ]‡I‹”“g⁄aƒ›¥ª

F¤›ÀX…ı‡‡¿Ø«'°˙

öˆ]‡I‹”“g⁄aƒ›¥ª

›¥–

X´ï`m

ROAD WIDENING

WORKS AT CHOI

YUEN ROAD

“°[‹D„ô

“°[‹D„ô

“°[‹D„ô

“°[‹D„ô

W Y IU