PROJECT DEMONSTRATION THIEN THANH PARK Investment location : Hiep Binh Phuoc Commune, Nha Be District, HCMC... General - Name of project : THIEN THANH PARK - Investment location : Hiep
Trang 1THIEN THANH PARK
Trang 2PROJECT DEMONSTRATION
THIEN THANH PARK
Investment location : Hiep Binh Phuoc Commune, Nha Be District, HCMC
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APPENDIX
PROJECT DEMONSTRATION ii
THIEN THANH PARK ii
HCMC–2015 ii
APPENDIX 1
CHAPTER I: PROJECT SUMMARY 4
1.1 Investor introduction: 4
1.2 General 4
CHAPTER II:PROJECT INVESTMENT BASIS 5
1.3 Legal basis 5
1.3.1 Lawful letters in investment management 5
1.3.2 Construction criteria and regulation 7
1.4 Strength of project implementation area 8
1.5 Entertainment sport relaxing demand 9
1.6 Investment necessity conclusion 10
1.7 Construction location demonstration 11
1.8 Natural condition 12
1.8.1 Topography 12
1.8.2 Construction geology 12
1.8.3 Hydrology 12
1.8.4 Climate 12
1.9 Current status of land usage 14
1.10 Construction current status 14
1.10.1 Road 14
1.10.2 Surface water drainage system 14
1.10.3 System of electricity provision, public lighting 14
1.10.4 Water supply system 14
1.11 General comment 14
1.12 Scale of project 15
1.13 Construction classification 15
1.13.1 Public work 15
1.13.2 Work with involved fee 15
1.14 Method of site clearance 15
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1.15 Labor need 15
1.16 Target, duty of design 17
1.17 Construction design method 17
1.17.1 Economic technical criteria of project 17
1.17.2 Plan method 17
1.17.3 Architecture method 17
1.17.4 Land usage composition 17
1.17.5 Composition solution 18
1.17.6 Composition method 18
1.17.7 Conclusion 19
1.18 Technical infrastructure plan 19
1.18.1 Road 19
1.18.2 Construction land preparation plan 19
1.18.3 Surface water drainage system 20
1.18.4 Dirty water drainage system – Environmental hygience 20
1.18.5 Water supply system 20
1.18.6 System of electric suplly – public radiation 20
1.19 Road, ground construction 20
1.20 Water supply drainage system 21
1.20.1 Rainy water drainage system 21
1.21 Water supply system 21
1.22 Technical infrastructure 21
1.22.1 Ground, road BTXM 21
1.22.2 BTN interior road 21
1.22.3 Rainy water drainage 21
1.22.4 Pavement bunch and green tree planting 22
1.23 Project implementation development 23
1.24 Construction solution – Construction plan 23
1.25 Construction organization outline 23
1.26 Main construction equipment 23
1.27 Project management method 24
CHAPTER VII: ENVIRONMENTAL IMPACT ASSESSMENT 25
1.28 Environmental impact assessment 25
1.29 Environmental current status of construction place 26
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1.30 Project impact to the environment 26
1.31 Polluion sources 26
1.31.1 Solid waste 26
1.31.2 Exhaust fumes 27
1.31.3 Liquid waste 27
1.31.4 Noise 27
1.31.5 Dust and smoke 27
1.31.6 Environmental impact level 28
1.32 Solution for negative affect on the environment 28
1.32.1 Minimize waste amount 28
1.32.2 Gather and treat waste 29
1.33 Conclusion 30
CHAPTER VIII : TOTAL AMOUNT FOR PROJECT INVESTMENT 31
1.34 Content of total investment amount 31
1.35 Investment development 33
1.36 Capital source distribution 33
CHAPTER X:FINANCE – ECONOMY EFFECT 34
1.37 Economic assumption and calculation basis 34
1.37.1 Assumed parameter used for calculation 34
1.37.2 Assumed parameter used for economic effect calculation 34
Table of loss interest balance 37
Table of economic criteria of construction investment project 38
1.38 Economic criteria of project 40
1.39 Social – Economic effect assessment 40
1.40 Suggestion 41
Trang 6Head office : 323 Tran Hung Dao, Ward 10, District 5, HCMC
- Lawful representative : Mr Nguyen Van Hiep Position: Director
1.2 General
- Name of project : THIEN THANH PARK
- Investment location : Hiep Phuoc Commune, Nha Be District, Ho Chi Minh
- Total area : 29.079,4 m2
- Type of investment : New construction investment
- Type of management :Investor directly controls project through Project Management Board established by investor
- Investment target : Invest for construction of THIEN THANH PARK at Hiep Phuoc Commune, Nha Be District, Ho Chi Minh with total area 29.079,4m2
- Investment purpose : To diversify tourist product in accordance with master plan for HCMC tourism development Also, to satisfy relaxing and entertaining demand of inside and outside HCMC area
- Total investment cost : Total investment cost of project is VND 264.299.000.000
(two hundred sixty four billion, two hundred ninety nine million dong) Inside : Owned
capital occupies 64%, borrowed capital occupies 36% ;
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CHAPTER II:PROJECT INVESTMENT BASIS
1.3 Legal basis
1.3.1 Lawful letters in investment management
- Construction Law No 16/2003/QH11 dated 17/6/2003 by National Assembly of Republic Socialist of Viet Nam;
- Land Law No 13/2003/QH11 dated 26/11/ by National Assembly of Republic Socialist of Viet Nam;
- Investment Law No 59/2005/QH11 dated 29/11/2005 by National Assembly of Republic Socialist of Viet Nam;
- Enterprise Law No 60/2005/QH11 dated 29/11/2005 by National Assembly of Republic Socialist of Viet Nam;
- Tender Law No 61/2005/QH11 dated 29/11/2005 by National Assembly of Republic Socialist of Viet Nam;
- Real-estate Trading Law No.63/2006/QH11 dated 29/6/2006 by National Assembly
of Republic Socialist of Viet Nam;
- Living House Law No 56/2005/QH11 dated 29/11/2005 by National Assembly of Republic Socialist of Viet Nam;
- Enterprise Income Tax Law No 14/2008/QH12 dated 03/6/2008 by National Assembly of Republic Socialist of Viet Nam;
- Environmental Protection Law No 52/2005/QH11 dated 29/11/2005 by National Assembly of Republic Socialist of Viet Nam;
- Civil Code No 33/2005/QH11 dated 14/6/2005 by National Assembly of Republic Socialist of Viet Nam;
- Value-added Tax Law No 13/2008/QH12 dated 03/6/2008 by National Assembly
of Republic Socialist of Viet Nam;
- Decree No 12/2009/NĐ-CP dated 12/02/2009 by the Government in construction investment management
- Decree No 124/2008 NĐ-CP dated11/02/2008 by the Government in enterprise income tax
- Decree No 123/2008/NĐ-CP dated 08/12/2008 by the Government in detail regulation for implementation of value-added tax;
- Decree No 140/2006/NĐ-CP by the Government on 22/11/2006 regulating environmental protection on steps of setting up, appraising, approving, and organizing strategy, plan, scheme, program, and development project;
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- Decree No 80/2006/NĐ-CP dated 09/08/2006 by the Government on detailed regulation and instruction for performing several articles of Code of environmental protection;
- Decree No 21/2008/NĐ-CP dated 28/02/2008 by the Government amended, supplemented of several articles of Decree No 80/2006/NĐ-CP dated 09/08/2006 by the Government on detailed regulation and instruction for performing several articles of Code of environmental protection;
- Circular No 12/2008/TT-BXD dated 07/05/2008 by Ministry of Construction instructing establishment and management of construction survey cost;
- Circular No 05/2009/TT-BXD dated 15/04/2009 by Ministry of Construction instructing adjustment of construction estimates;
- Circular No 12/2008/TT-BXD dated 07/05/2008 by Ministry of Construction instructing establishment and management of construction survey cost;
- Circular No 33/2007/TT-BTC dated 09/4/2007 by Ministry of Finance guiding balance striking for complete project belonging to state capital source;
- Letter No.1751/BXD – VP by Ministry of Construction dated 14/08/2007 regulating cost of project management and construction investment consultancy
- Letter No.1777/BXD-VP dated 16/08/2007 by Ministry of Construction regarding announcement of construction estimates norm – Part of installing electricity system on work, pipe, and pipe’s accessories, pipeline, accessories, and groundwater exploitation equipment insulation;
- Letter No.1779/BXD-VP dated 16/08/2007 by Ministry of Construction regarding announcement of construction estimates norm – Part of construction survey;
- Circular No.08/2006/TT-BTNMT datedy 08/9/2006 by Ministry of Natural Resources and Environment regarding strategic environmental assessment, environmental impact assessment and environmental protection commitment
- Decree No 12/2009/NĐ-CP dated 12/2/2009 by the Government in construction and invested project management
- Decree No 209/2004/NĐ-CP dated 16/12/2004 by the Government in construction quality management and Decree No 49/2008/NĐ-CP dated 18/04/2008 by the Government amended, supplemented several articles of Decree No 2009/2004/NĐ-CP;
- Decision No.5328/QĐ-UBND in approval for general plan 1/5000 of Hiep Phuoc City, Hiep Phuoc Commune, Nha Be District;
- Ration cost of project management and construction consultancy and attached Decision No 957/QĐ-BXD dated 29/9/2009 by Ministry of Construction;
- Other letters of the State involved in establishment Total of investment rate, Total estimates, and constructive estimates
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1.3.2 Construction criteria and regulation
Construction investment project ‘THIEN THANH PARKis performed depend on following primary criteria and regulations :
- Viet Nam construction regulation (volume 1, 2, 3 published in 1997-BXD);
- Decision No 04 /2008/QĐ-BXD dated 03/4/2008 Issued National technical regulation on Construction plan (QCVN: 01/2008/BXD);
- TCVN 2737-1995 : Loading capacity and impact – Design standards;
- TCXD 229-1999 : Guide calculation for moving part of wind loading capacity based on TCVN 2737 -1995;
- TCVN 375-2006 : Design earthquake prevention construction;
- TCXD 45-1978 : Standards of foundation and construction;
- TCVN 5760-1993 :System of fire fighting – General requirement for installation and usage;
- TCVN 5738-2001 :System of automatic fire announcement – Technical requirement;
- TCVN 2622-1995 : PCCC for house, construction required to design;
- TCVN-62:1995 : System PCCC of flour, gas flammables matter
- TCVN 6160 – 1996 : General requirement for fire lighting design, install, use;
- TCVN 6305.1-1997 (ISO 6182.1-92) and TCVN 6305.2-1997 (ISO 6182.2-93);
- TCVN 4760-1993 : System PCCC – General design requirement ;
- TCXD 33-1985 : Water supply – outside network and construction – Design standard;
- TCVN 5576-1991 : System of water supply and drainage – technical management regulation;
- TCXD 51-1984 : Water drainage – inside and outside network and construction – Design standard;
- TCXD 188-1996 : Urban waste water – Emission standard;
- TCVN 4474-1987 : Indoor water drainage system design standard;
- TCVN 4473:1988 : Inside water supply system design standard;
- TCVN 5673:1992 : Inside water supply and drainage system design standard;
- TCVN 4513-1998 : Indoor water supply;
- TCVN 6772 : Standard of water quality and domestic waste water;
- TCVN 188-1996 : Urban waste water standard;
- TCVN 5502 : Technical feature of domestic water;
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- TCVN 5687-1992 : Ventilation design standard – Air condition – heating;
- TCXDVN 175:2005 : Design standard of allowed maximum noise level;
- 11TCN 19-84 : Power line;
- 11TCN 21-84 : Distributing equipment and transformer station;
- TCVN 5828-1994 : Street lighting radiating electric lamp – General technical requirement;
- TCXD 95-1983 : Artificial lighting design standard outside civil works;
- TCXD 25-1991 : Standard of placing indoor electric wire and public works;
- TCXD 27-1991 : Standard of placing indoor electric equipment and public works;
- TCVN-46-89 : Lighting prevention for constructions;
- EVN : Requirement of Electricity of Viet Nam
1.4 Strength of project implementation area
THIEN THANH PARK is invested at Hiep Phuoc Commune, Nha Be District, Ho Chi Minh City
City People’s Committee has just issued Decision No.5328/QĐ-UBND on approval for general plan 1/5000 of Hiep Phuoc City, Hiep Phuoc Commune, Nha Be District, Ho Chi Minh City Together with projects of Tan Thuan Export Processing Zone, Nam Sai Gon New City, Hiep Phuoc Port City, Soai Rap jet dredge…, Hiep Phuoc Industrial Zone project is one of main force projects in strategy ‘Develop directing to East Sea ‘ of Ho Chi Minh City (HCMC) Hiep Phuoc Industrial Zone is located at a strategic position and has competitive advantage when compared to other industrial zones in HCMC as well as adjacent provinces
10 km from Phu My Hung, 21 km from Tan Son Nhat International Airport and imcludes international ports in industrial park (Sai Gon Center International Container Port, Sai Gon – Hiep Phuoc Port, Tan Cang – Hiep Phuoc Port), Hiep Phuoc Indsutrial Zone is an optimal solution as well as strategic destination for logistics and import-export investors in the south area Geodesic location will help enterprises investing into Hiep Phuoc Industrial Zone easily take advantage technical infrastructure, service, consuming market of HCMC, convenient raw materials import and end-produc export out andin sea port With geological and market advantages, Hiep Phuoc Indsutrial Zone period 2 has high ability of investment attraction toward industries, services for Hiep Phuoc Port City, well develop production, commerce, services activities with domestic and outside the country, contribute to widen social – economic space in HCMC
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Based on plan, THIEN THANH PARK belongs to Hiep Phuoc Industrial Zone, hereto project will have much potenital to develop
1.5 Entertainment sport relaxing demand
Hiep Phuoc Industrial Zone is a multi-branch and multi-field economic area, concentrates so many heavy industries with big scale, therefore, it attracts thousand of experts, engineers, labors working here This leads to necessary demand of Entertainment sport relaxing for team of experts, engineers, constructor, operator
Entertainment sport relaxing demand is not only necessary for team of experts, engineers working at Nha Be, it is also intergral demand of the tourist When projects
in Industrial zone have been deployed, THIEN THANH PARK will become an ideal destination for visistors
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1.6 Investment necessity conclusion
Seeing development potential of Nha Be District in general and advantages of Hiep Phuoc Industrial Zone in particular, also understanding clearly resting, entertaining demand of tourist and experts, engineers working in Hiep Phuoc Industrial Zone, Hiep Duc Thanh Services – Trading – Manufacture Company Limited decided to construct
project of THIEN THANH PARK at Hiep Phuoc Commune, Nha Be District, Ho Chi
Minh City
Project is located in land area with 29,079.4m2 (about 3ha) belonging to map sheet no.08 – Hiep Phuoc Ministry of land registry (document 2004 based on height position current status map no 09F/TG/14 set up by Trinh Gia Joint Stock Company on 2/6/2004)
of period 2 - 5328/QĐ-UBND on 26/9/2013 by City PC)
In this project, we will invest several works in: water park; Japanese garden, cinema 7D,8D; Snow house and other entertainment,… in order to create entertainment area for community, locality, increase intellectual standard of people
Project construction investment is completely vital, is a true strategic investment direction, not only solve partial social efficent, solve tourism demand, but also contribute
to attract domestic and outside investors into Nha Be District, speed up country’s economy in general, HCMC in practical
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CHAPTER III : CONSTRUCTION LOCATION
1.7 Construction location demonstration
THIEN THANH PARK is located at Hiep Phuoc Commune, Nha Be District, Ho
Chi Minh City with area of 29,079.4 m2 Includes pilots : 657, 677, 695, 193, 192, 305 belongs to map sheet no.5 and pilot 199, 251, 909, 249, 164, 933 belongs to map sheet no.8 and a land part belongs to ownership of Company whose legal procedue is being fulfilled
- The North borders Rach Vop
- The South boders citizen’s land
- The East boders citizen’s land
- The West boders citizen’s land
Image: Location for project investment
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1.8 Natural condition
1.8.1 Topography
Construction area of approximately 29,079.4m2 is at Hiep Phuoc Commune, Nha
Be District, Ho Chi Minh City, construction area is mainly cultivated land and low productivity agricultural land, no more cultivation Topography generally is relative smooth Low height, weak relative foundation Land for plan beongs to hollow low field land, popular height from : 0.4 – 0.8 ; some places have height of covered foundation from : 0.9 – 1.5 compared to normal height
Layer 2 is weak ground layer, contains humus and vegetable grounds, high hollow rate, big thickness Layer 2 does not ensure to make natural base against foundation for constructions
From layer 2 to layer 7 are ground layer shaving rather high average loading capacity, guarantee to make base against foundation However, besides layer 4, other layers have small thickness, less stable distribution
Toward this work, should choose layer 4 to make natural base against foundation It should be notified that layer 4 from depth from 22.5m to 42m inserted clipped by lighting lens, lighting and sand, thick 1 – 2m Thus, the best way is to select depth less than 42m
to base against stuffed or bored pile stitch and in design, so friction pile solution
Groundwater here has property of weak corrosion toward concrete Hollow groundwater (0,9 m 1,4m) It is necessary to hydrological geological condition when designing as well as constructing foundation digging
Ground base is wide, located nearby road, convient for constructive material transporting and gathering
In the rainy season, wind blows from the sea following the North East, therefore there is much cloud, rain
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- West – South wind : from May to October
- East – East South : from January to April
To February, November, and December, primary wind direction does not concide with current wind direction Average wind speed level 2 -3
Rain
Rainy season starts from May to November, in above months, each rainy season is over 20 days The most rainy month is in August, September, October (occupies 43.6% compared to the whole year)
Number of Annual average rainy day 162 days
Maximum rainfall in construction measure shown in table 2
Air temperature
Month has the highest temperature in year is April 28,80 C
Month has the lowest temperature in year is January 210 C
Humidity:
Evaporation volume
Annual average evaporation volume 1.350,5 mm
Daily average evaporation volume 3,7 mm
The highest daily average evaporation volume 13,8 mm
Other climate factors
Average number of daily sunny hour/ year 6,3 hour
Average number of foggy days/ year 10,5 days
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1.9 Current status of land usage
1.9.1 Ground at Project area
Current status of land usage is mainly low productivity agriculture Total area of this land area for construction of THIEN THANH PARK is 29,079.4m2 The whole land area belongs to ownership of investor, has no public work
1.9.2 Other architecture work
In construction investment land area is field land (agricultural land), there is not public work
1.9.3 Resident current status
Resident around area is relative crowed, the most concentrates at Hiep Phuoc Industrial Park This is advantageous condition for investor to invest into THIEN THANH PARK
1.10 Construction current status
1.10.1 Road
Project is located at Rach Vo street, joining with Phan Van Bay street Rach Vop street is concrete with 6m in width, thus 2 big trucks can move in and out project area conveniently at the same time The rest has no transport inside the land area yet
1.10.2 Surface water drainage system
Water drainage system has not been built yet, currently flows itself out cannels around land area
Dirty water drainage system, environmental hygience
There is no dirty water drainage system in this area, whole waste water is come out naturally Project of construction for dirty water drainage system is independent with rainy water drainage system Used sewer system has diameter D200-D300 Rubbish is collected and moved to general garbage dump of the city
1.10.3 System of electricity provision, public lighting
Currently, there was medium voltage from national electricity network, across station 110/22KV, and power supply used for the area will be taken from the line provided for project area
1.10.4 Water supply system
In anticipated area, now there is water distribution network via available pipe line Use main pipe D100- D150 and branch pipe D50 – D80
1.11 General comment
THIEN THANH PARK belongs to planned area primarily is agricultural land, has land usage right transferred to investor With the high significant function together with current status in which land has not been exploited properly, development of an entertainment sport resort is intergral and necessary
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CHAPTER IV: PROJECT SCALE – SITE
CLEARANCE METHOD
1.12 Scale of project
Project land is 29,079.4m² including following function areas
Look detailed position of items in function subregion site drawing rate 1/500
1.13 Construction classification
1.13.1 Public work
In order to diversify demand of tourist as well as social meaning, we invest following public
1.13.2 Work with involved fee
Besides public, non-fee works at item 4.2.1, remaining works in project we will collect fee However, with the wish of creating an entertainment area to serve for community, locality, raise intellectual standard of people, our Hiep Duc Thanh Services – Trading – Manufacture Company Limited will consider reasonable fee rate, suitable for life condition of local resident
1.14 Method of site clearance
THIEN THANH PARK is located in land area belonging to ownership of investor,
no need site clearance compensation performance
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CHAPTER V: BASIS DESIGN PLAN SOLUTION
1.16 Target, duty of design
Construction design scale plays an important role toward development of whole THIEN THANH PARK project Based on general plan and social economic direction of Nha Be District, distribute area reasonably, exploit effectively construction land avoid unnecessary waste
1.17 Construction design method
1.17.1 Economic technical criteria of project
Land usage criterion
Construction land area: 29,079.4m2
Technical infrastructure criterion
- Water drainage system
+ Surface water and dust water drainage system are distributed separately
+ Waste water from hygience area must be treated through septic tank built properly before emissed into city sewer
1.17.2 Plan method
Organize a THIEN THANH PARK with full requirement about usage function, aesthetic, economic property, and ensure to provide a good, clean, clear, well-aired trading environment
1.17.3 Architecture method
Placing total site:
Public work and swimming pool, hotel, restaurant are placed to create harmonious architecture space, guarantee transport safety, fire prevention and fighting and naturally well-aired for construction
1.17.4 Land usage composition
- Occupied land area for construction : 29.079,4m2
- Total area for construction : 29.079,4m2
- Land usage coefficient : 1
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- Construction density : 30%
1.17.5 Composition solution
- Use frame suffering from force
- Base using pile foundation, steel concrete for villa, restaurant area…
- Wall surrounding construction is thick 15cm – 2cm
1.17.6 Composition method
Electricity system
Inside lighting system is combined between artificial lighting and natural lighting Outside lighting system is disposed headlight system, besides guarantee security for construction, also create aesthetic property for construction at night Work is disposed separate transformer station and has spare electric generator Electricity system is installed separately with lighting prevention land connection system Calculation for design of electricity system is absolutely complied with construction standard and branch standard
Water supply and drainage system
Water supply and drainage system is designed guaranteeing water usage demand: + Domestic water
+ Water for firefighting system
+ Water for tree
Calculation for Water supply and drainage is done basing on water supply and drainage standard for public and based on regulated PCCC standard
Lighting prevention system
Lighting prevention system uses standard modern lighting collection needle
Lighting prevention land connection system must ensure Rd < 10 and is separated with lighting prevention land connection system of electric system Calculation for lighting prevention design is complied with constructive regulation and current constructive standard
PCCC system
Work has automatic fire announcement system installed at public area to ensure absolute safety for work Fire fighting system is installed at place easy to act and regularly has people
Fire fighting system : Zinc rinsing pipe, fire fighting bottle, fire fighting box,… use Viet Nam equipment meeting standard of PCCC
Calculation for design of PCCC is complied with constructive regulation and current constructive standard
Communication information system
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Whole work is placed a main switchboard for interior and foreign communication Telex equipment, interior telephone, fax (if necessary) are connected to each room
1.17.7 Conclusion
With site placing solution, facade solution, covering structure and technical solution
as above, design plan meets following requirements :
Site is disposed reasonably, function areas are placed clearly, guarantee public security Technical system is safe, suitable for usage requirement in current and future status
1.18 Technical infrastructure plan
1.18.1 Road
Route map
Average road surface construction height + 1,0 m
Plastic concrete road surface composition, pavement, terazzo-tiled pavement, green tree, grass cover planting at both sides of the street
Cross road route
Slope across two- roof road surface : i = 2%
Road surface structure is hot sprayed concrete
Foundation is consoliated with capijut and sand layer
Preliminary road structure as foolows :
+ Current land ground consoliated with cajuput
+ Sand layer
+ Red rock gravel layer
+ 0 – 4 rock gravel layer
+ Hot sprayed concrete layer
Along road
Height designed at road’s heart is equal to available road’s heart height, slope along the route i = 0%
1.18.2 Construction land preparation plan
Land area has low available foundation, thus must foundation raising solution based
on available land is the most feasible one
Designed ground’s slope: i = 0,3 % - 0,4 %
Backfill ground ‘s composition: (use backfill sand)
Calculated mass includes :
- Covered volume due to organic soil layer removal
- Covered volume due to backfilling