2015 - PELAN PEMBANGUNAN LEMBAH CHUPING

Chuping Valley Development Plan

ii. Costs to the state government can be summed up by the tax revenue
forgone, while benefits will include the GNI contribution of proposed
industries, the number of employment opportunities created and the
amount of investment inflow. Measures of these costs and benefits are
summed up below:

Potential Cost Potential Benefit

Tax Revenue Forgone GNI Contribution

Projected Cumulative Tax Exemption for 10 years Projected Cumulative GNI Contribution for 10
(RM Million) years (RM Million)

9,000 7,779 3000 2,575 44.7
8,000
7,000 3,596 2500 24 358.1
6,000 376.3
5,000 4,183 2000 81.9
4,000 Tax Exemptions
3,000 Pioneer Status Investment Tax Allowance 1500
2,000
1,000 1000 1690.2
500
-
0
GNI Contribution

Electricals and Electronics (E&E) Green Materials

SMEs Solar Energy Generation

Halal F&B Halal Pharmaceuticals

Job Creation

15,000 Projected Cumulative Job Creation
10,000 for 10 years (RM Million)
5,000
12,673
0
350 5,892
246
2331 612
Halal Pharmaceuticals 3,242
Solar Energy Generation Job Creation
Green Materials
Halal F&B
SMEs
Electricals and Electronics (E&E)

Potential Investment Inflow

Projected Cumulative Invesmtne Value
for 10 years (RM Million)

5,000 4,495
4,500
4,000 Investment Inflow
3,500
3,000
2,500
2,000
1,500
1,000

500
-

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June 2015
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Chuping Valley Development Plan

9.0 CONCEPT PLAN

Chuping Valley Development Plan

9.0 CONCEPT PLAN
9.1 Introduction

The purpose of physical planning is to translate the proposed
development components identified during the economic analysis into
the spatial planning for the implementation of Lembah Chuping. The
physical planning also takes into consideration the existing condition
of the site and surrounding areas.

9.2 Concept of Lembah Chuping
The concept plan of Lembah Chuping is structured to achieve the
State Government’s vision of transforming Perlis into a developed
state with focus driven towards Green Industries.
With the inclusion of the Perlis Inland Port (PIP) and Solar Farms into
Lembah Chuping, the recommendations for proposed industries are
developed in view to not only compliment these new investments, but
rather achieving positive economic spill over for all surrounding
industries.
In alignment with the State Government’s vision to introduce Halal
Industries and Manufacturing activities that preserve the current
surroundings, the concept of Lembah Chuping is presented as a
“Green Valley” that houses not only profitable industries but also
industries that preserve the unique characteristics of Lembah Chuping
through clean, green, and sustainable technologies. Figure 9.1 shows
the illustration and the justification of Concept of Lembah Chuping.

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June 2015
Page 9-1

Chuping Valley Development Plan
Figure 9.1: Concept

t of Lembah Chuping

June 2015
Page 9-2

Chuping Valley Development Plan

9.3 Bubble Concept

The development of Lembah Chuping would be one of the attraction
and complementary to other adjacent planned developments, such as
Perlis Inland Port and higher educational institution, ensuring long
terms sustainability. Lembah Chuping encourages the green
industries with environmental consideration will form the basis of the
project development concept as the green-industrial park.

The bubble concept for Lembah Chuping is shown in Figure 9.1. This
bubble concept has been developed based on site appraisal, the
proposed development component strategies derived from economic
analysis, and discussion with stakeholders. Bubble concept helps to
organize, define and connect spatial relationships to function,
movement and aesthetic elements on site.

The site is divided into two plots namely Plot 1 (142.80 acres) and Plot
2 (2,339.10 acres). Plot 1 will be dedicated for institution - higher
learning and commercial while Plot 2 will be developed for industrial
park. The bubbles represent three main clusters of development
components for Lembah Chuping as below:

• Solar Energy Generation;
• Green Manufacturing Industries; and
• Halal Industries.

Green Manufacturing Industries and Halal industries clusters are
located on the north of Plot 2 and adjacent to the planned PIP. While,
Solar Energy Generation cluster is located on the south of Green
Manufacturing Industries cluster.

The main industries above will be supported with other components as
follows:

• Green Knowledge Centre;
• Waste To Resource Centre;
• Small and Medium Enterprises (SME);
• Commercial;
• Mixed developments;
• Institutions; and
• Open Space/Green Area.

Support industries, commercial and SME are placed in the middle for
better accessibility to serve the industries.

Existing water bodies will be maintained to act as green lung for the
park. Apart from that it will be utilized as recreational area and
detention ponds to prevent flooding.

Multiple access points will be provided with the main entrance to the
southern side via existing Federal Route 79. This will act as a gateway
to the park that will create the sense of welcoming.

Mixed developments and government institutions will be located near
the gateway point on the south. Waste to Resource Centre will be
located at the southern half of Plot 2.

June 2015
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Chuping Valley Development Plan

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June 2015
Page 9-4

Figure 9.2 : Bubble Concept Plan

Scale 1:20,000

Legend :

Institution - High Education
Commercial
PIP
Green Manufacturing
Solar Energy Generation
Mixed Development
Institution
Small Medium Enterprise
Waste To Resource Centre
Green Knowledge Centre
Halal Industries

Note : Colours used do not represent
planning colours. For illustration
only

KAJIAN PELAN PEMBANGUNAN
KAWASAN PEMBANGUNAN
n LEMBAH CHUPING

Chuping Valley Development Plan

9.4 Conceptual Layout Plan

The conceptual layout plan is essential in charting the core
development components for Lembah Chuping. It is also flexible and
allows for change and unanticipated opportunities in future.
Leveraging on the key advantages of Lembah Chuping, The concept
of Lembah Chuping was incepted with an objective to compliment
surrounding developments and maximizing the potential of Lembah
Chuping derived from planned developments and opportunities
gathered from surrounding developments
The development components that will be introduced are in line with
the State Government’s vision and in line with Lembah Chuping’s
identity of housing clean, green, and sustainable industries.
Based on the bubble concept, the conceptual layout plan has been
developed. The planning principle for green industrial development
concept plan includes the following:
a) Harmony with nature and surroundings - site preservation and

restoration & incorporation of water bodies;
b) Safe and efficient transport and circulation system;
c) In good form and shape – organized and structured;
d) Promotion of environmental-friendly features and facilities and

minimize environmental impact;
e) Adequate planting/green area to deal with micro climate

control and aesthetic; and
f) Design for compatibility with adjacent uses and future

expansion.
The conceptual layout plan addresses the 2,481.91 acres of state
government land divided into two plots identify as Plot 1 and Plot 2
with the area of 142.80 acres and 2,339.10 acres respectively. The
plan captures intend of the State government to develop Lembah
Chuping as an industrial park.

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June 2015
Page 9-6

Chuping Valley Development Plan

Apart from the outcome from industrial analysis, planning and
engineering aspects, the final conceptual layout plan take into
considerations the input from various stakeholders with the final
development components is illustrated in Figure 9.3 and summarised
in Table 9.1 and Table 9.2.

Table 9.1: Plot 1 Development Component

Plot 1 Land Use Area %
70.03
1. Institution – Higher Education 100.00 14.01
5.46
2. Commercial 20.00 10.50
100.00
3. Railway Track 7.80

4. Road Interchange 15.00

Total 142.80

Table 9.2: Plot 2 Development Component

Plot 2 Land Use Area %
27.79
1. Green Manufacturing Industry 650.00 6.41
4.92
2. Green Knowledge Center 150.00 12.83
12.83
3. Waste to Resource Facilities 115.00 14.75
0.86
4. Solar Energy Generation 300.00 0.86
2.56
5. Halal Industries 300.00 1.71
0.43
6. Small Medium Enterprise (SME) 345.00 0.43
0.51
7. Support Industry 20.00 7.69
0.55
8. Commercial 20.00 4.87
100.00
9. Mix Development 60.00

10. Institution 40.00

11. Sewerage Treatment Plan 10.00

12. Water Tank 10.00

13. PMU / PPU 12.00

14. Open Space 180.00

15. River, Water Bodies, Detention Pond 13.00

16. Road Reserve 114.10

Total 2,339.10

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June 2015
Page 9-7

Railway
Track

7.81 acres

Interchange
15 acres

Institution - Higher Perlis Inla
Education 500 a

100 acres

PLOT 1

Commercial Water
Tank
20 acres 10 acres

Green Green
Manufacturing
Manufacturing
180 acres
60 acres

Open space PMU
132 kV
90 acres
20m Green
20m Manufacturin

30mGreen Green
20mManufacturing
Green Manufacturing
50 acres
60 acres
SME
Manufacturing
110 acres
140 acres

20m

Green Commercial Open Space
Manufacturing
20 acres
80 acres PLOT 2 60 acres

30m SME Supporting

80 acres Industries

20 acres

PMU 30m Re
132 kV
20m Waste To 11
30m

SME

45 acres

Solar SME S1T0Pacres
Energy
Generation 110 acres Open Space
5 acres
300 acres

30m Was

Open Space Future Access
30m
30 acres

Institutions

40 acres

30m

Mix
Development

60 acres

Interchange

Figure 9.3 : Lembah Chuping Conce

and Port
acres

Scale 1:20,000

Legend :

Halal Industries Plot 1 Development Component Area (acre) %
100 70.03
300 acres Land Use 20 14.01
Institution - Higher Education 7.81 5.46
30m 15 10.50
FacilitiesCommercial
Railway Track 142.81 100.00
Interchange
ng Total

80 acres Plot 2 Development Component
Land Use
Green Knowledge
Center Green Manufacturing Industry
Green Knowledge Center
150 acres 15W0asatcerteosResource Facilities
20m Solar Energy Generation Area (acre) %
30m Halal Industries
Small Medium Enterprise (SME) 650.00 27.79
Supporting Industry
Commercial 150.00 6.41
Mix Development
Institution 115.00 4.92
STP Sewerage Threatment Plan
sourcee1s5oaucrrecse W.T Water Tank 300.00 12.83
PMU / PPU
Open Space 300.00 12.83
River / Water Body / Detention Pond
Road Reserve 345.00 14.75
Total
20.00 0.86

Facilities Hitam) 20.00 0.86

Kayu 60.00 2.56

- Bkt. 40.00 1.71

Besar 10.00 0.43
40m
(Pdg. 10.00 0.43

Highway
ste To ReTHAILAND 12.00 0.51

Future 180.00 7.69

13.00 0.55

114.10 4.87

2,339.10 100.00

eptual Plan Note : Colours used do not represent
planning colours. For illustration
only

KAJIAN PELAN PEMBANGUNAN
KAWASAN PEMBANGUNAN
LEMBAH CHUPING

Chuping Valley Development Plan

9.5 Development Components

The development components that make up the site layout plan were
based on the industry analysis to create a well-integrated
development where all facilities are planned to complement and
support each other. The key elements of the proposed development of
Lembah Chuping can be broadly categorized as follows:

9.5.1 Solar Energy Generation
Solar green energy generation is located to the south west of
Plot 2 next to existing FR 79. About 300 acres of land has
been allocated for solar energy generation cluster in which 200
acres of land for solar energy generation is to produce 50MW
of electricity power. 100 acres are for solar related
manufacturing such as solar cell manufacturer.

9.5.2 Green Manufacturing Industries
This cluster is the single largest in terms of land allocation (650
acres in total). This green manufacturing industry cluster will
house many types of activities such as manufacturing of
automotive components, green building material, electricals
and electronics (such as semi-conductors, light-emitting diodes
(LEDs) and solar components), etc.

9.5.3 Halal Industries
Halal Industries cluster is located to the north east of Plot 2.
About 300 acres of land has been allocated for halal related
development. The size is based on the State aspiration to have
sizable halal industries within Lembah Chuping. Based on the
benchmarking with Halal Industry Development Corporation
(HDC) Halal Park development, the size varies from 100 acres
(i.e PERDA Halal Park and Pedas Halal Park) to 1,000 acres
(i.e propose Selangor Halal Hub). The component of halal
industries will focus more on producing halal products
including premium pharmaceutical product.

9.5.4 Waste to Resource Facilities
Waste to resource cluster is located to the south eastern side
of Plot 2 with about 115 acres of land has been set aside for
this development. Among the industries to be located in this
cluster includes those involve in recycled and re-used of waste
and processing of waste to useful product.

June 2015
Page 9-9

Chuping Valley Development Plan

9.5.5 Green Knowledge Centre
Green Knowledge Centre comprise of premises for
development of green technology solution and training centre
(human resources development). This cluster is placed
between halal industries cluster and commercial/support
industries with the total area of 150 acres.

9.5.6 Small and Medium Enterprise (SME)
SME cluster located between Support Industries and
convenience commercial area and Solar Energy Generator
clusters. This type of industries caters for small industrial lots.
Since Small and Medium Enterprise (SME) play a key role in
job creation. A quite substantial area (345 acres) of land is
allocated for this type of industry.

9.5.7 Support Industries
This industries mainly to cater for premises that offer services
related work for industries such as IT setup work, procurement,
accounting functions, and others. About 20 acres of land has
been allocated for these industries.

9.5.8 Mixed Development
The proposed mixed development is development that blends
high density commercials, hotels, public facilities & amenities
and recreational area. Within the allocated 60 acres of land to
the south of Plot 2, this development will cater for Lembah
Chuping and surrounding area. Mixed-use development will
provide sizeable working population and commercial base to
support the growth of Lembah Chuping.

9.5.9 Institutional
The area of about 100 acres has been allocated for higher
learning centre in Plot 1. Other institutional land use include
Park Management Office, Fire Department, Police Station and
related institution will be located in Plot 2 (40 acres) at the
main entrance point to the park.

9.5.10 Commercial
Main commercial land use is located in Plot 1 with the aims at
serving the future catchment surrounding the site including the
institution of higher learning. Commercial will be provided in
Plot 2 to support the daily needs of the industrial workers such
as banking service, food and beverages outlets, clinics etc.
The commercial area in Plot 2 is located next to the main road
(30m reserve). Total area allocated for commercial use is 40
acres (20 acres in Plot 1 and 20 acres in Plot 2).

June 2015
Page 9-10

Chuping Valley Development Plan

9.5.11 Open Space and Green Area

Some 180 acres of land have been identified for open space,
green area, lake and recreational area. Existing water bodies
are preserved and enhanced and form part of the open space
and water detention area. This area can be used as
recreational areas, meeting and gathering places for workers
and public that increases the sense of place, and as an
aesthetic improvement for the area.

9.5.12 Infrastructure and Utilities Services

Allocation of land for utilities covers sewerage treatment plant,
water reservoir, pump-station, and TNB substations. Sewerage
treatment plant (STP) requires 10 acres of land, PMU and PPU
require 12 acres, and water reservoir is allocated with 10 acres
of land.

The supporting landuse components such as residential,
commercial and educational institution are an important
component to attract the investment to Lembah Chuping.
These supporting component especially residential
developments are essential for sustainability of the Lembah
Chuping.

However, the Steering Committee has decided that there is no
residential development within the Lembah Chuping
development. As an alternative, State government will identify
the existing residential in Perlis that can be converted and
rented to expatriates working in Lembah Chuping. Residential
developments and planned to be outside or in the vicinity of
Lembah Chuping to cater for expatriates and workers of
Lembah Chuping. Service apartment type of residential are
encourage due to the scarcity of land in Perlis.

9.6 General Guidelines for Lembah Chuping

Development of Lembah Chuping shall be guided by published
Planning and Development Guidelines for Green and Sustainable
Industrial Park under Town and Country Planning Department (JPBD),
Ministry of Energy, Green Technology and Water (KeTTHA), Majlis
Perbandaran Kangar (MPK) and other related departments and
agencies. Below are some general planning guidelines for industrial
park development.

Among the guidelines applicable for the development of Lembah
Chuping include, but not limited to, the following:

Jabatan Perancangan Bandar Dan Desa (JPBD)
• Industrial Area Planning Guidelines
• Commercial Area Planning Guidelines
• Residential Area Planning Guidelines
• Sitting Of Infrastructure And Utilities Planning Guidelines

June 2015
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Chuping Valley Development Plan

• Utilities Route Planning Guidelines
• Heavy Vehicle Terminals Planning Guidelines
• Green Neighborhood Guidelines
• Open Space And Recreation Planning Guidelines
• Environmental Sensitive Area Planning Guideline - Water

Catchment Area And Underground Water Resource
• Universal Design Planning Guidelines
• Car Parking Planning Guidelines
Majlis Perbandaran Kangar (MPK)
• Implementation Guidelines as contained in Rancangan Tempatan

Majlis Perbandaran Kangar 2009-2020.
Kementerian Tenaga, Teknologi Hijau Dan Air (KeTTHA)
• Low Carbon City Framework (LCCF)

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Chuping Valley Development Plan

SUMMARY
The concept of Lembah Chuping is presented as a “Green Valley” to achieve
the State Government’s vision of transforming Perlis into a developed state
with focus driven towards clean, green and sustainable industries. With the
inclusion of Perlis Inland Port (PIP) and solar farms into Lembah Chuping,
the proposed industries will be developed in view to compliment these new
initiatives and to achieve positive economic spill over for surrounding
industries.
Three main clusters of industries have been identified namely, Green Energy
Generation, Green Manufacturing Industries and Halal Industries. These
clusters will be supported by other components such as Green Knowledge
Centre, Waste to Resource Centre, Small and Medium Enterprises,
Institutions and Support Industries of commercial and mixed developments.
The planning principle for Lembah Chuping shall be based on green
industrial development concept which includes harmony with nature and
surroundings, maintain environmental-friendly features, adequate green
areas, parklands and landscape for climate control and aesthetic value and
compatible with adjacent landuse.
The development of Lembah Chuping shall be guided by Planning and
Development Guidelines from various departments and agencies such as
Town and Country Planning Dept., KeTTHA, MPK, etc.

NEXT STEPS
The next step will be to prepare detailed masterplan and infrastructure and
utility masterplan which will detail out the arrangement of the propose
development components and the distribution of infrastructure and utilities.
The masterplan should include the design guidelines to assure high quality
development in Lembah Chuping.
Detail topographical surveys, geotechnical investigation (Soil Investigation)
and utility mapping need to be conducted in order to identify the existing
ground level, existing features on site, soil conditions and the location of
existing utilities require for the preparation of masterplan.

June 2015
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Chuping Valley Development Plan

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Chuping Valley Development Plan

10.0 IMPLEMENTATION
PLAN

Chuping Valley Development Plan

10.0 IMPLEMENTATION PLAN
10.1 Development Phasing

Lembah Chuping will be developed in two phases. Each of phases
has been divided into several parcels. Figure 10.1 shows the Lembah
Chuping proposed development phases and parcels.
Phase 1 has been divided into 4 Parcels (Parcel 1A, Parcel 1B, Parcel
1C, & Parcel 1D) and Phase 2 has been divided into 2 Parcels (Parcel
2A & Parcel 2B).
Details of development phases and parcels have been summarised in
Table 10.1.

Table 10.1: Development Phasing & Parcels
Development Phasing
Phase 1
- Parcels 1A & 1B
- Parcels 1C & 1D
Phase 2
- Parcels 2A & 2B

In term of areas for Phase 1, Parcel 1A covers the development area
of 120 acres for commercial and institution – higher education. While
Parcel 1B covers a development area of 570 acres for green
manufacturing industries.
Parcel 1C consists of development area of 300 acres for green energy
generation or solar farm. Parcel 1D comprises development area of
100 acres for mix development and institutions.

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June 2015
Page 10-1

Chuping Valley Development Plan

Details of development areas for each parcel in Phase 1 is
summarised in Table 10.2.

Table 10.2: Phase 1 Development Component

Phase 1 Development Component Area (acre) %

Parcel 1A 120.00 8.99
- Development Area 22.81 1.71
- Interchange, Railway Reserve
570.00 42.71
Parcel 1B 90.00 6.74
- Development Area 10.00 0.75
- Open Space & Water Bodies
- Water Tank 300.00 22.48

Parcel 1C 100.00 7.49
- Development Area 30.00 2.25

Parcel 1D 69.10 5.18
- Development Area 22.78 1.71
- Open Space & Water Bodies 1,334.69 100.00

Road Reserve

Others (River Reserve, PPU, etc.)

Total

In Phase 2, Parcel 2A covers a development area of 630 acres for
Halal Industries and Green Knowledge Centre and Parcel 2B
comprises a development area of 385 acres for Small & Medium
Enterprises/Industries and commercial.

Details of development areas for each parcel in Phase 2 is
summarised in Table 10.3.

Table 10.3: Phase 2 Development Component

Phase 2 Development Component Area (acre) %

Parcel 2A 630.00 54.92
- Development Area 22.22 1.94
- PMU,PPU, & STP 65.00 5.67
- Open Space
385.00 33.56
Parcel 2B 45.00 3.92
- Development Area 1,147.22 100.00

Road Reserve

Total

June 2015
Page 10-2

Railway
Track

7.81 acres

Interchange
15 acres

Parcel 1AInstitution - Higher Perlis Inland Port
Education 500 acres
100 acres

Commercial Green
20 acres Manufacturing

Industries
60 acres

Green 30m
Manufacturing
Open space
90 acres Industries
190 acres
Parcel 1B
20m Commercial Green
Green 20m Green 20 acres Manufacturing20m
Manufacturing Manufacturing
30m Supporting Industries
Industries 20mIndustries Industries 80 acres
60 acres 50 acres 20 acres
Green Know
Green 20m SME Cente
Manufacturing 110 acres
Green 150 acre
Industries Manufacturing
130 acres Parcel 2A
Industries
80 acres Open Space
60 acres
SME
80 acres 30m Waste To R1e0s0oaucrcreesFacilities

20m
30m
30m Parcel 2B
Fu
SME
45 acres

Solar SME
Energy 110 acres
Generation
300 acres Open Space
5 acres
Parcel 1C

30m

Open Space Future Access
30 acres 40 meter

Institutions

40 acres

Parcel 1D

30m

Mix
Development

60 acres

Interchange

Figure 10.1 : Proposed Lembah Chuping Developme

Scale 1:20,000

Legend :

Phase 1 Development Area Area (acre) %
Parcel 1A
Halal Industries Parcel 1B 142.81 10.70
300 acres Parcel 1C
Parcel 1D 670.00 50.20
Road Reserve
Other (River Reserve,PPU,etc) 300.00 22.48
Total
130.00 9.74
Phase 2 Development Area
Parcel 2A 69.10 5.18
Parcel 2B
Road Reserve 22.78 1.71
Total
1,334.69 100.00
Total Development Area
wledge Phase 1 Area (acre) %
er Phase 2
Total 717.22 62.52
es
385.00 33.56
A
30m 45.00 3.92

1,147.22 100.00

Kayu Hitam) Area (acre) %
1,334.69 53.78
Bkt. 1,147.22 46.22
2,481.91 100.00

Besar -
40m
Highway (Pdg.

uture

THAILAND

ent Phasing Plan KAJIAN PELAN PEMBANGUNAN
KAWASAN PEMBANGUNAN
LEMBAH CHUPING

Chuping Valley Development Plan

10.2 Infrastructure and Utilities

The infrastructure and utility appraisal comprises a preliminary cost
estimates to gauge the magnitude and provide a cost indication of the
overall infrastructure budgeting commitment for Lembah Chuping.
Land acquisition cost and other financing charges are excluded in the
estimates.

10.2.1 Earthworks
General earthworks involve excavation works and levelling to
the proposed platform level.
During the construction stage, the compaction and testing
works for the earthworks shall be carried out progressively to
ensure the works are carried out in accordance with the
approved specifications. Failed sections are recompacted to
ensure that compaction comply the technical requirements.
Phase 1 covers an area of 1,334.69 acres currently is
occupied with trees, ponds and bushes and undulating terrain.
It in anticipated that a total area of 700 acres to be affected for
earthworks.
Phase 2 covers an area of 1,147.22 acres and is expected that
a total area of 1,037.22 acres be affected for earthwork.
Detail breakdown of area and preliminary cost estimates for
earthwork is summarised in Table 10.4.

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June 2015
Page 10-4

Table 10.4: Earth W

Item Description Unit Phase 1 Amount
(2016-2020) (RM)
1. Earthwork for Quantity Rate
develop
(RM)
Total (RM)
Acre 700 150,000 105,000,0
- - - 105,000,0

-This space in

Chuping Valley Development Plan

Work Cost Estimate.

Phase 2

(2021-2025) Total
(RM)
t Unit Quantity Rate Amount
(RM)
(RM)

000 Acre 1,037.22 150,000 260,583,000 260,583,000
000 - - - 260,583,000 260,583,000

ntentionally left blank-

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Chuping Valley Development Plan

10.2.2 Road Network
Preliminary cost estimates for the road network cover the
following:
• Proposed arterial road of 30 meter
• Proposed distributor road of 20 meter
• Proposed upgrading of existing FR79
The construction of road network will include the cost of
construction of internal circulation roads which consist of
distributor road (30 meter wide reserve) and local access
roads (20 meter wide reserve), and proposed widening of
existing FR79.

A) Road Specification
The design criteria and standards for road shall be in
accordance with the following guidelines:-
• Arahan Teknik (Jalan) 5/85 (Pindaan 2013)
• Arahan Teknik (Jalan) 11/87 (JKR-201101-001-87)
• Arahan Teknik (Jalan) 12/87 (JKR-20401-0004-87)
The geometric design of proposed roads in Lembah Chuping
shall comply the design criteria as mentioned above.
Figure 10.2 shows the proposed road hierarchy in Lembah
Chuping.

B) Road Network Implementation
Table 10.5 shows the planning and cost estimates for each
type of the road involved. It is estimated that the cost of new
roads construction and widening of existing road incurred in
Phase 1 is RM 128.80 million while the estimated cost of new
roads construction in Phase 2 is RM 58.00 million.
Figure 10.3 shows the proposed road network phasing in the
Lembah Chuping Development Area.

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June 2015
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Table 10.5: Proposed

Item Description Phase 1 Rate Amount
(2016-2020) (RM) (RM)
1. Arterial Road Unit Quantity
(30m wide
reserve) km 8.2 10,000,000 82,000,0

2. Distributor Road km 3.8 6,000,000 22,800,0
(20m wide
reserve) km 6.00 4,000,000 24,000,0
-- - 128,800
3.
Road Widening
for FR79

Total (RM)

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Chuping Valley Development Plan

Road Network Cost Estimates Amount Total
Phase 2 (RM) (RM)
(2021-2025)

t Unit Quantity Rate
(RM)

000 km 3.1 10,000,000 31,000,000 113,000,000

000 km 4.5 6,000,000 27,000,000 49,800,000

000 km - 4,000,000 - 24,000,000
0,000 - - - 58,000,000 186,800,000

ntionally left blank-

June 2015
Page 10-7

Railway
Track

7.81 acres

Interchange
15 acres

Institution - Higher Perlis Inland Port
Education 500 acres

100 acres

PLOT 1

Commercial

20 acres

Green Halal Indus

Manufacturing 300 acres

60 acres 30m

Green

Manufacturing

190 acres

Open space

90 acres
20m
20m Green

30m Manufacturing
20m
80 acres

Green Green
Manufacturing
Manufacturing Green Knowledge
50 acres Center
60 acres
SME 150 acres
Green 20m
110 acres 30m
Manufacturing

130 acres

20m

Green Commercial Open Space
Manufacturing
20 acres 60 acres
80 acres
SME SupportingPLOT 2 R1e1s5oaucrrecse Facilities Bkt. Kayu
30m
80 acres Industries Besar -
Solar 40m
Energy 20 acres 30m (Pdg.
Generation
SME To
300 acres
45 acres
20m Waste Highway
30m

Future

SME

110 acres

Open Space
5 acres

30m

Open Space Fut3u0remAccess

30 acres

Institutions

40 acres

30m

Mix
Development

60 acres

Interchange

Figure 10.2 : Proposed Road Hierarc

Legend : Scale 1:20,000

stries 30 meter Arterial Road
20 meter Distributor Road
Hitam)
THAILAND

Proposed 20 Meter Road Typical Cross Section

Scale 1 : 250
Proposed 30 Meter Road Typical Cross Section

Scale 1 : 250 KAJIAN PELAN PEMBANGUNAN
KAWASAN PEMBANGUNAN
chy LEMBAH CHUPING

Railway
Track

7.81 acres

Interchange
15 acres

Institution - Higher Perlis Inland Port
Education 500 acres

100 acres

PLOT 1

Commercial

20 acres

Green

Manufacturing

60 acres

Green 30m

Manufacturing

190 acres

Open space

90 acres
20m
20m Green

30m Manufacturing
20m
80 acres

Green Green
Manufacturing
Green Manufacturing 20m Green K
50 acres Ce
60 acres
SME 150 a
Manufacturing
110 acres
130 acres

20m

Green Commercial Open Space
Manufacturing
20 acres 60 acres
80 acres
SME SupportingPLOT 2 30m Waste To R1e1s5oaucrrecse Facilities
30m
80 acres Industries
Solar
Energy 20 acres
Generation
20m
300 acres 30m

SME Fu

45 acres

SME

110 acres

Open Space
5 acres

30m

Open Space Fut3u0remAccess

30 acres

Institutions

40 acres

30m

Mix
Development

60 acres

Interchange

Figure 10.3 : Proposed Road Network Phasin

Legend : Scale 1:20,000

Halal Industries Phase 1 Road Network
Phase 2 Road Network
300 acres

Knowledge
enter

acres

30m

Kayu Hitam)

Besar - Bkt.
40m
Highway (Pdg.

uture

THAILAND

KAJIAN PELAN PEMBANGUNAN

KAWASAN PEMBANGUNAN
ng LEMBAH CHUPING

Chuping Valley Development Plan

10.2.3 Drainage

The drainage systems involved in hydraulic design comprise
major and minor drainage systems.
• Main Drains
• Surface Drains
• Culverts Crossing
• Detention Pond
• Outlet Structures

There are two (2) existing ponds located at the Phase 1 and
Phase 2 development area. These ponds are highly potential
to be converted to detention ponds for the development. The
ponds are connected to a main drain and this main drain is
finally discharged to Sungai Jerneh.

A) Drainage Design Criteria

The return period adopted for stormwater analysis are in
accordance with MSMA 2012, which is 1 in 10 years return
period for minor drainage system and 1 in 100 years return
period for major drainage system.

The rainfall intensity is referred to the nearest location of

rainfall station, which is Padang Katong, Kangar (Station ID:

6401002). The constant coefficient of the IDF Empirical
Equation extracted from Table2.B1, in MSMA 2nd Edition 2012

as tabulated below:

Table 10.6: Phase 2 Development Component

State Perlis
Station Name & ID Padang Katong, Kangar (6401002)

Constant λ 57.645
Value; κ 0.179
θ 0.254
η 0.826

For maintenance purposes, the following minimum size for
drainage components shall be allowed:

• For open drain, allow for minimum opening of 600mm for
ease of maintenance.

• For pipe culvert, allow minimum size of 750mm diameter.

Design velocity:

• Maximum velocity: 4.0m/ s (to prevent scouring)
• Minimum velocity: 0.6m/ s (to allow self-cleansing effect)

B) Main Drains
The main drains systems are designed to cater the flow from
the roadside drain and overland flow from the area adjacent to

June 2015
Page 10-10

Chuping Valley Development Plan

main drain. A minimum freeboard to be allowed in main drain
design is 300 mm.

C) Surface Drains

The various surface drains which would probably be required
in the development of Lembah Chuping that need to be
considered are described below:

• Cut Off Drain

Cut off drains are provided at the top of cuts to intercept
overland flow. To construct the drain, the trapezoidal
shape is excavated into the ground and then lined with
reinforced concrete.

• Berm Drains

Berm drains are installed on every berm to avoid surface
erosion on the slope of fill embankment.

• Toe Drains

Toe drains are required to carry runoff from embankment
slope, cut off drain and area on opposite side of
embankment.

D) Culverts Crossing

Culverts are designed to carry out rainfall runoff, surface water
and, in some cases, ground water. Culverts shall be of
reinforced concrete pipe culverts and reinforced concrete box
culverts. Culverts shall be designed for 50-year flood return
occurrence and check for 100-year flood.

The hydraulics criteria adopted for the design of the culverts
shall be:

• For Design Discharge (Q50) = Allowable Headwater ≤
D +0.3 m

• For Design Discharge (Q100) = Allowable Headwater ≤
D +0.6 m

In addition, the following formation level criteria must be met:

• Proposed sub-grade level should be equal or higher than
Q100 level and;

• Flood level for Q50 shall not be less than 300 mm from the
formation level.

The culverts are to be laid at a minimum slope of 0.4 % to
allow it to be self-cleaning and to avoid excessive outlet
velocities.

June 2015
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Chuping Valley Development Plan

E) Detention Pond and Outlet Structure

Detention pond will be constructed to cater for the future
development as to meet the authority requirements and to
avoid flooding to the downstream area. Detention pond is
provided at each phases according to the Malaysia Plan as
follows:

• Detention Pond 1: Phase 1A & 1B
• Detention Pond 2: Phase 1C & 1D
• Detention Pond 3: Phase 2A & 2B

In general 3% of total phasing development area shall be
stored in detention pond. This pond will comprise a sump with
trash screen at incoming culvert, outlet culvert with wingwall
structure and outlet sump. The detention ponds shall be
designed to store discharge from the design storm and shall
completely drain out to normal water level within 24 hours after
a storm event. The locations of detention ponds are shown in
the overall drainage layout plan attached.

The estimated pond size is shows in Table 10.7 below.

Table 10.7: Estimated Pond Size

Phase Size Estimated Pond Size
(msq) Required (3%)
Phase 1 5,366,436.00 160,993.08 msq
Phase 2
4,704,854.00 141,145.62 msq
Total
10,071,290.00 302,138.70 msq

3% of total development area stored in OSD

• Detention in Phase 1 = 160,993.08msq x 3.00m
(Depth)

• Detention in Phase 2 = 141,1453.62msq x 3.00m
(Depth)

F) Proposed Drainage Implementation

The main drains size for the following phases are varies as
described in Table 10.8.

Table 10.8: Proposed Main Drain Size

Phase Drain Size
PHASE 1 4.5m (W) x 2.0m(H)
PHASE 2 5.0m (W) x 3.0m(H)
6.5m (W) x 3.1m(H)
4.5m (W) x 2.0m(H)
5.0m (W) x 3.1m(H)

June 2015
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Chuping Valley Development Plan

This development area will be planned in two (2) phases as
follows:
• Phase 1 (Parcel 1A, 1B, 1C & 1D)
• Phase 2 (Parcel 2A & 2B)
In general, drainage works will be implemented simultaneously
with road works. Preliminary cost estimates for the proposed
drainage works within the project area is shown in Table 10.9.

Table 10.9: Proposed Drainage Cost Estimates

-This space intentionally left blank-

June 2015
Page 10-13

Railway
Track

7.81 acres

Interchange
15 acres

Parcel 1AInstitution - Higher Perlis Inland Port
Education 500 acres
100 acres

Commercial Green
20 acres Manufacturing

Industries Green 30m
60 acres Manufacturing

DP 1 Industries
190 acres
Open space
90 acres
20m
20mGreen Green Green
Manufacturing Manufacturing
30mParcel 1BManufacturing
20mIndustriesIndustries Industries
60 acres 50 acres 80 acres

20m 20m
Green Kn
Green Green SME Cen
Manufacturing Manufacturing 110 acres
150 a
Industries Industries
130 acres 80 acres Parcel 2A

DP 3

Commercial Open Space
20 acres 60 acres

SME Supporting 30m Waste To R1e1s5oaucrcreesFacilities
80 acres Industries
20 acres

20m
30m
30m Parcel 2B

SME
45 acres

Solar SME
Energy 110 acres
Generation
300 acres Open Space
5 acres
Parcel 1C

DP 2 30m

Open Space Fut3u0remAccess
30 acres

Institutions

40 acres

Parcel 1D

30m

Mix
Development

60 acres

Interchange

Figure 10.4 : Proposed Overall Drainage Sys

Halal Industries Scale 1: 20,000
300 acres Legend :

nowledge PHASE 1 = MAIN DRAIN
nter PHASE 1 = CULVERT CROSSING
PHASE 2 = MAIN DRAIN
acres PHASE 2 = CULVERT CROSSING

A DETENTION POND PHASE 1
30m
DETENTION POND PHASE 2
Kayu Hitam)

Besar - Bkt.
40m
Highway (Pdg.

Future

THAILAND

stem Layout Plan KAJIAN PELAN PEMBANGUNAN
KAWASAN PEMBANGUNAN
LEMBAH CHUPING

Chuping Valley Development Plan

10.2.4 Water Supply
The total estimated water demand for this development is 11.5
million gallons per day (or 52.4 million litres per day). The
water supply is proposed to be sourced from Timah Tasoh
Dam as this treatment plant is the nearest to development
area. However, as mentioned above, this treatment plant is
required to be upgraded in capacity. The development needs
two (2) numbers of reservoirs with Phase 1 about 7.32 million
gallon per day (or 33.28 million litre per day) and Phase 2
about 4.21 million gallon per day (or 19.15 million litre per day).
Table 10.10 shows details water demand calculation.
For the internal reticulation system within the development
area, it is divided into two phases. Phase 1 involves
construction of a new suction tank, water tank and water
reticulation (dark blue) system as shown in the Figure
10.6.The water pipe is proposed to be laid along a proposed
road which is in construction during Phase 1.
For Phase 2, the water pipe (magenta / purple) is mainly be
laid along Phase 2 proposed road and the tapping point will be
at the existing water pipe in Phase 1. In order to cater for water
demand, it is proposed a new water tank be constructed in
Phase 2.

A) Water Supply System Specification
The design criteria and standards for water supply system
works shall be in accordance with the following guidelines:-

• Suruhanjaya Perkhidmatan Air Negara (SPAN) –
Table B.1 & Table B.2

• Garis Panduan Pengemukaan Sistem Bekalan Air
oleh JKR Bahagian Bekalan Air Negeri Perlis

• Malaysian Standards, including MS 628, MS 709
and MS 1058

• British Standards, including BS 534, BS 1357 and
BS 4360

-This space intentionally left blank-

June 2015
Page 10-15

Table 10.10: Detail

No Type of Development Acres Area
Phase 1 Sq.m
1.1 PARCEL 1A
Institutional (3000 student/batch - 5batch) + 100.00 404,682.50
1.2 2000 staff
1.3 Commercial 1 20.00 80,936.50
1.4 Railway Track 7.81 31,605.70
Interchange 60,702.38
1.5 15.00 577,927.08
1.6 Sub Total - 1A 142.81
1.7 PARCEL 1B 526,087.25
1.8 Green Manufacturing Industries 130.00 242,809.50
1.10 Green Manufacturing Industries 60.00 242,809.50
1.11 Green Manufacturing Industries 60.00 323,746.00
1.12 Green Manufacturing Industries 80.00 202,341.25
Green Manufacturing Industries 50.00 768,896.75
1.13 Green Manufacturing Industries 364,214.25
Open Space 190.00 2,670,904.50
1.14 90.00
1.15 Sub Total - 1B 1,214,047.50
1.16 PARCEL 1C 660.00 1,214,047.50
Solar Energy Generation
1.17 300.00
1.18 Sub Total - 1C 300.00
1.19 PARCEL 1D
1.20 Institutional (1500 student/batch - 5batch) + 40.00 161,873.00
1.21 1000 staff
1.22 Mix Development 60.00 242,809.50
1.23 Open Space 30.00 121,404.75
1.24 130.00 526,087.25
Sub Total - 1D 1,232.81 4,988,966.33
Sub Total - PHASE 1
PHASE 2 300.00 1,214,047.50
PARCEL 2A 80.00 323,746.00
Halal Industries 607,023.75
Green Manufacturing Industries 150.00 404,682.50
Green Knowledge Center 100.00 40,468.25
Water Resource Facilities 24,280.95
Sewerage Treatment Plan 10.00 24,280.95
PMU/PPU (100 operator) -1 6.00 242,809.50
PMU/PPU (100 operator) - 2 6.00
Open Space 2,881,339.40
60.00
Sub Total - 2A 712.00

Chuping Valley Development Plan

Water Demand Calculation

Hectare AWD Daily Water Demand l/s
Liter l/d g/d

40.47 250/student 4,250,000.00 934,869.10 49.19
1000/100sq.m 809,365.00 178,035.37 9.37
8.09
3.16 50000/he 5,059,365.00 1,112,904.47 58.56
6.07 50000/he
57.79 50000/he 2,630,460.95 578,620.39 30.45
50000/he 1,214,058.90 267,055.56 14.05
52.61 50000/he 1,214,058.90 267,055.56 14.05
24.28 50000/he 1,618,745.20 356,074.09 18.74
24.28 1,011,715.75 222,546.30 11.71
32.37 1000/100sq.m 3,844,519.85 845,675.96 44.50
20.23
76.89 11,533,559.55 2,537,027.87 133.49
36.42
267.09 12,140,475.00 2,670,530.57 140.51
12,140,475.00 2,670,530.57 140.51
121.41
121.41 250/student 2,125,000.00 467,434.55 24.59
1000/100sq.m 2,428,095.00 534,106.11 28.10
16.19
4,553,095.00 1,001,540.66 52.70
24.28 33,286,494.55 7,322,003.58 385.26
12.14
52.61 33000/he 4,006,394.37 881,283.36 46.37
498.90 50000/he 1,618,745.20 356,074.09 18.74
1000/100sq.m 6,070,237.50 1,335,265.29 70.26
121.41 50000/he 2,023,431.50 445,092.61 23.42
32.37 500gal/unit
60.70 50/person 2,273.05 500.00 0.03
40.47 50/person 5,000.00 1,099.85 0.06
4.05 5,000.00 1,099.85 0.06
2.43
2.43 13,731,081.62 3,020,415.04 158.92
24.28

288.14

June 2015
Page 10-16

Table 10.10: Detail Wa

No Type of Development Acres Area
PARCEL 2B Sq.m
1.25 SME
1.26 SME 110.00 445,150.75
1.27 SME 80.00 323,746.00
1.28 SME 45.00 182,107.13
1.29 Commercial 445,150.75
1.30 Supporting Industrial 110.00
20.00 80,936.50
1 Sub Total - 2B 20.00 80,936.50
2 Sub Total - PHASE 2 1,558,027.63
3 River Reserve 385.00 4,439,367.03
Road Reserve 1,097.00 132,897.73
Reservoir 502,210.98
32.84 40,468.25
Total 124.10 10,103,910.32

10.00
2,496.75

-This space in

Chuping Valley Development Plan

ater Demand Calculation (Cont.)

Hectare AWD Daily Water Demand l/s
Liter l/d g/d

44.52 33000/he 1,469,011.27 323,137.23 17.00
32.37 33001/he 1,068,404.21 235,016.02 12.37
18.21 33002/he 132,200.52
44.52 33003/he 600,995.58 323,166.61 6.96
1000/100sq.m 1,469,144.82 178,035.37 17.00
8.09 33000/he
8.09 809,365.00 587.52 9.37
155.80 2,670.93 1,192,143.27 0.03
443.94 4,212,558.31 62.73
13.29 5,419,591.80 221.65
50.22 19,150,673.41
4.05
1,010.40 52,437,167.96 11,534,561.89 606.91

ntentionally left blank-

June 2015
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Chuping Valley Development Plan

B) Reservoir Area Calculation

Area development of Lembah Chuping = 2,481.91 acres

SPAN requirement – if total water demand > 13,620,000.00
l/day, area requires = 150m x 50m (7,200 sqm)

Proposed total water demand for overall Lembah Chuping
= 52,437,167.96 l/day.

Plot ratio = 52,437,167.96 l/day / 13,620,000.00 l/day = 3.9

Therefore area required = 3.9 x 7,200 sqm = 28,000 sqm
or equal to 6.92 acres. However, an area of 10 acres be
provided for the reservoir.

PHASE 1 PHASE 2

ELEVATED ELEVATED
WATER TANK WATER TANK

PUMP STATION PUMP STATION

SUCTION SUCTION
TANK TANK

( TOTAL AREA = 10 ACRE )

Figure 10.5: Proposed Elevated Reservoir, Pump Station, And Suction Tank
Layout Plan

C) Water Pipe Calculation
Water pipe cost including excavation and installation
(Based on current market):

• Pipe 1,200 Ø = RM2,400.00
• Pipe 900 Ø = RM1,800.00
• Pipe 750 Ø = RM1,700.00
• Pipe 550 Ø = RM1,500.00
• Pipe 350 Ø = RM800.00

Water pipe design using EPANET

June 2015
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Chuping Valley Development Plan

D) Proposed Water Supply Implementation.

(i) Phase 1

Reservoir
• 30% is assumed work that will be done in 2017. The

work comprises setting out and minor RC works
• 40% is assumed work that will be done in 2018. The

works include major RC works and piping connection.
• 20% is assumed work that will be done in 2019. The

works include final works such as waterproofing and
pipe connection.
• 10% is assumed work that will be done in 2020. The
works include connecting pipe and supply to building.

Water Supply
• 20% is assumed work that will be done in 2017.

Concurrent with reservoir at final quarter of the year.
• 40% is assumed work that will be done in 2018. The

works include pipe laying and installing to the reservoir.
• 20% is assumed work that will be done in 2019. The

works include installing fittings and connect to the
building
• 20% is assumed work that will be done in 2020. The
works include final pipe testing and inspection.

Fitting and valve
• 20% is assumed work that will be done in 2017.

Concurrent with pipe laying at final quarter of the year.
• 40% is assumed work that will be done in 2018. The

works include installing fittings.
• 20% is assumed work that will be done in 2019. The

works include installing fittings
• 20% is assumed work that will be done in 2020. The

works include testing and inspection.

(ii) PHASE 2

Reservoir
• 30% is assumed work for 2nd reservoir that will be

done in 2022. The work comprises setting out and
minor RC works
• 40% is assumed work that will be done in 2023. The
works include major RC works and piping connection.
• 20% is assumed work that will be done in 2024. The
works include final works such as waterproofing and
pipe connection.
• 10% is assumed work that will be done in 2025. The
works include connecting pipe and supply to building.

June 2015
Page 10-19

Chuping Valley Development Plan

Water Supply
• 20% is assumed work that will be done in 2022.

Concurrent with reservoir at second quarter of the year.
• 40% is assumed work that will be done in 2023. The

works include pipe laying and installing to the reservoir.
• 20% is assumed work that will be done in 2024. The

works include installing fittings and connect to the
building
• 10% is assumed work that will be done in 2024. The
works include final pipe testing and connect to the
building
• 10% is assumed work that will be done in 2026. The
works include final pipe testing and minor works.
Fitting and valve
• 20% is assumed work that will be done in 2022.
Concurrent with pipe laying at final quarter of the year.
• 40% is assumed work that will be done in 2023. The
works include installing fittings.
• 20% is assumed work that will be done in 2019. The
works include installing fittings
• 10% is assumed work that will be done in 2020. The
works include testing and inspection.
• 10% is assumed work that will be done in 2020. The
works include testing and minor works.

Based on the design, Table 10.11 shows the estimated
cost for water supply.

-This space intentionally left blank-

June 2015
Page 10-20

Item Table 10.11: Proposed
1. Water Tank
Description
2. Water Pipes
Reservoir / elevated water tank,
3. Associated suction tank & pump station
works including M&E works
1,200 Ø MS pipes & fittings
900 Ø MS pipes & fittings
750 Ø MS pipes & fittings
700 Ø MS pipes & fittings
550 Ø MS pipes & fittings
350 Ø MS pipes & fittings
300 Ø MS pipes & fittings
250 Ø MS pipes & fittings

20%

Total (RM)

-This space intent

Chuping Valley Development Plan

d Water Supply Cost Estimates

Phase 1 Phase 2 Total
(2016-2020) (2021-2025) (RM)

(RM) (RM)

88,350,000 52,000,000 140,350,000

4,056,000 0 4,056,000
7,122,000 0 7,122,000
1,469,500 0 1,469,500
3,562,000 3,562,000
0 0 7,762,500
7,762,500 0
692,550 395,000
395,000 605,000 692,550
0 605,000
0

21,831,000 11,371,91 33,202,910

130,986,000 68,231,460 199,217,460

tionally left blank-

June 2015
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