CONCEPTUAL PLAN (CONSTRUCTION OF RESIDENTIAL AFFORDABLE APARTMENTS )
M/s. MVV & MK HOUSING Site Address: 60-1, 59-1b, 58-3 Patta No: 61 & 62 Kurmannapalem Village, Zone –V, Ward No: 58, GVMC Limits, Visakhapatnam
Office Address : Plot No 21, Near Lawsons Bay Post Office, Lawsons Bay Colony, Pedda Waltair, Visakhapatnam, Andhra Pradesh 530017
PREPARED BY SV ENVIRO LABS & CONSULTANTS ENVIRO HOUSE, B -1, BLOCK-B, IDA, AUTONAGAR, VISAKHAPATNAM Phone: 0891-2755528 Email: [email protected] Recognized by MoEF&CC, QCI Accredited S.No.141
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May’ 2018 1.0 INTRODUCTION
M/s. MVV & MK Housing is located at Sy.No:60-1, 59-1b, 58-3, Patta no: 61 & 62,
Kurmannapalem village, Zone –V, Ward no: 58, GVMC Limits, Visakhapatnam with its registered office at Plot No-21, Near Post Office, Lawson’s Bay colony, Visakhapatnam – 17.
MVV Builders, Visakhapatnam, Andhra Pradesh, India started its operations in the 90’s headed by Young Dynamic & Innovative Self-driven Entrepreneur MR. Mullapudi Veera
Venkata Satyanarayana Well Known, Reputed and Leading Promoter & Builder in the industry. Over a period of more than two decades it has grown exponentially based in
Visakhapatnam. Today, the company enjoys a strong presence in Visakhapatnam real estate and extending its prevalence to Hyderabad. It has taken large strides to attain a name for itself both in the industry and in the market, equipped with the latest State-of-the–Art Infrastructure facilities and trained Qualified Professionals & Skilled Manpower to cater to the dominant changing housing needs of the society.MVV Builders has always Promoted & Designed
Quality Living Spaces/Accommodation and Rendered Quality Services and also believes in
Quality work leading to optimum customer satisfaction. The company has established more than 50 Ventures and each Venture a landmark in the city setting competitive standards in the market & in the industry.
M/s. MVV & MK Housing enjoys good satisfaction. The main objective of the company is to provide housing in clean environment brand equity in the society for its housing projects at reasonable and affordable costs with optimum customer of beautiful living. The mission is to anticipate and exceed the customer’s aspirations with quality construction.
In this direction, the company had approached for approvals and clearances from local authorities for construction of Flats to meet the needs of the society. The total units under the
CONCEPTUAL PLAN | 2 proposed residential affordable project would be 2000 no. flats in Cellar+ Stilt + G + Upper 9 upper floors and amenities G+9 upper floors which comprise of Residential in an area of
39859.66Sq.mts or 9.849Acres.
1.1 ABOUT THE PROJECT:
M/s. MVV & MK Housing proposes for construction of residential affordable apartment at
Sy.No: 60-1, 59-1b, 58-3, Patta no: 61 & 62, Kurmannapalem village, Zone –V, Ward no: 58,
GVMC Limits, Visakhapatnam. The project total built up area is 232450.684Sq.mts.
The area of town has educational institutions, Banks, Private Business centers and number of residential apartments.
The project of this magnitude would have various positive and negative impacts and the same are to be addressed during design stage of the project to arrive at mitigation/ management measures.
The water requirement of the project during operation will be met through Municipal Supply.
Sewage treatment plant will be provided to treat the waste water. Water conservation measures will be incorporated in the plumbing designs. Water recycle / reuse will be adopted by way of using treated water for toilet flush systems, and green belt development. The balance treated water and storm water will be let-out into the municipal drain. The required power will be drawn from the APTRANSCO and the energy requirement will be optimized by adopting energy efficient design for lighting; by providing open space between each flat to allow sunlight. Solar energy will be used for common street lighting, and other areas wherever feasible economically. Construction material will be drawn from local sources which include flyash based construction materials.
The parking provision follows the guidelines prescribed by GO MS 119and building policy of
State of Andhra Pradesh.
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1.1.1 GOVERNMENT OF INDIA – LEGISLATION – CONSTRUCTION PROJECTS
Government of India, Ministry of Environmental Forests, New Delhi has issued a notification with regard to the development of infrastructure / construction projects, which is known as
EIA Notification-2006, issued on 14.09.2006. As per this notification all the building
/construction projects / Area Development projects and Townships projects are exempted from
Scoping, EIA and Public Hearing as it comes under B2 category.
1.1.2 CLEARANCE REQUIREMENTS FOR THIS PROJECT
The project would need the following clearances:
1. Layout clearance from Municipal authorities
2. Environmental Clearance from the AP SEIAA under EIA Notification, 2006.
3. Consent for Establishment from State Pollution Control Board.
4. NOC from Fire Department
5. Consent for Operation from State Pollution Control Board
1.1.3 SITE SELECTION CRITERIA
Site selection criteria play an important role in the initiation of any developmental activity such as Residential/commercial developmental project. Availability of basic infrastructure necessary for the construction project & demand for housing purposed as it is facilitated for general requirements like educational institutes, Transportation, etc, no alternate site is examined.
Table -1: Details about Project Site
Site Location 60-1, 59-1B, 58-3 Patta no: 61 & 62, Kurmannapalem, Zone –V, Ward no: 58, GVMC Limits, Visakhapatnam Latitude 17°41'50.04"N Longitude 83° 9'57.96"E
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Nearest Highway NH-16 at a distance of 1.23 kms Nearest Habitation Within Kurmannapalem Nearest Airport Visakhapatnam Airport at 6.75kms Nearest Railway station Duvvada Railway station at 1.69 Kms Marripalem Railway station – 9.96Kms Nearest Water Bodies Kanithi Balancing Reservoir at 2.31kms Eethapalem Cheruvu at 1.10 Kms Meghadri Gedda Reservoir at a distance of 6.98 kms from the project site. Nearest Reserve Forests Nadupuru RF at a distance of 6.64 kms from the project site. Narava RF at a distance of 3.31 kms from the project site. Nearest National Park/Wild life None within 10km Radius sanctuary Nearest APSRTC Bus Depo Kurmanpalem Bus Depo at 1.48 Kms
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M/s. MVV & MK HOUSING Fig: 1 Google Image of 10km Radius
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Fig: 2 TOPO MAP of 10Km Radius
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Fig: 3 Site Layout
Block -F
Gate -4
STP -2 Block -E
STP -1 Block -D Gate -3
Gate -1 Gate -2
Amenities
Block -A Block -C Block -B
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Table-2: LAND ALLOCATION FOR VARIOUS PURPOSES
AREA STATEMENT (Sq.mts) Floors Block -A Block -B Block -C Block -D Block-E Block -F Amenities Cellar 32484.91 Stilt 19780.50 Ground Floor 2905.77 3218.87 2905.77 1798.24 2436.12 2905.77 561.54 First Floor 3150.13 3485.60 3150.13 1951.13 2646.93 3150.13 627.416 Second floor 3150.13 3485.60 3150.13 1951.13 2646.93 3150.13 627.416 Third floor 3150.13 3485.60 3150.13 1951.13 2646.93 3150.13 627.416 fourth floor 3150.13 3485.60 3150.13 1951.13 2646.93 3150.13 627.416 Fifth floor 3150.13 3485.60 3150.13 1951.13 2646.93 3150.13 627.416 Sixth floor 3150.13 3485.60 3150.13 1951.13 2646.93 3150.13 627.416 Seventh floor 3150.13 3485.60 3150.13 1951.13 2646.93 3150.13 627.416 Eight Floor 3150.13 3485.60 3150.13 1951.13 2646.93 3150.13 627.416 Ninth Floor 3150.13 3485.60 3150.13 1951.13 2646.93 3150.13 627.416 Floor area 31256.94 34589.27 31256.94 19358.41 26258.49 31256.94 6208.284 Residential Floor Built 180185.27 Sq.mts up area Amenities Floor Built 6208.284Sq.mts up area
Cellar& Stilt area 52265.41
Total Built-up Area 232450.68
Total no of Flats 2000 Proposed Building Height 29.95M Total site area 39859.66 Sq.mts Site effected in Road widening 1682.408 Sq.mts Net Site area 38177.257 Sq.mts PROVIDED TOTLOT AREA 3847.868 Sq.mts
1.2 PARKING PROVISION It is proposed to provide cellar& stilt for parking. The parking provision follows the guidelines
prescribed by Building policy of Andhra Pradesh and NBC/MoEF which is higher.
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Parking Provisions details: Total Number of Units: 2000 The proposed construction project is allof twobed room units. Parking space provision of the Project:
Floor Required Parking area (sq.mts) Parking area provided 52319.95 AS per GO MS 119 (For Residential 20% to be provided as percentage of total built up area and 30% for commercial) Total Parking Area provided in Cellar & Stilt 52265.41 Parking for residential area (@20% of total built up area i.e., 173976.99 173976.99Sq.mts) Parking for Amenities area (@30% of total built up area i.e., 1862.48 6208.284Sq.mts) parking area required for residential & commercial (A) 36657.88 Visitors parking @10% for residential 3479.53 Visitors parking @10% for Amenities 186.24 Parking area required for visitors (B) 3665.78 Total Parking area required as per GO MS 119 ( A+B) 40323.67 As per NBC/MoEF&CC clause no: 9.6.3.3, One car parking space for every two flats up to 90Sq.m floor area and one for every flat for 100Sq.m or more shall be provided) Total No of Flats = 2000 Two Bed Rooms = 2000 no’s (each BHK size = 55.19Sq.m) Parking area for 2000/2 = 864 nos of 4 wheelers 28000 1000*28sq.m Parking area for 2 wheelers = 2000nos 2500 1000*1.25Sq.m Total parking area required for residential & commercial (A) 30500 Visitors parking @10% (B) 3050.0 Total Parking area required as per NBC ( A+B) 33550.0
1.2.1 Residents Parking:
The entire cellar &stilt has been allocated exclusively for residents parking. These parking areas are both for four wheelers and two wheelers.
1.2.2 Visitors Parking:
Separate Car and 2 wheeler parking places have been provided around the proposed project for the visitors to park their vehicles.
10% of the parking area (ie., 20% of residential built up area and 30% of Commercial built up area) is provided.
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As per GO. 119, Only in case of High Rise Buildings, up to 10% of basement may be utilized for utilities and non-habitation purpose like A/C Plant room, Generator room, Sewerage
Treatment Plant (STP), Electrical installations, Laundry, etc. This is allowed only after fulfilling the required parking spaces.
1.3 RESOURCE REQUIREMENT:
1.3.1 CONSTRUCTION PHASE:
The duration of construction of construction phase of the project is about 3 years from
the date of commencement of the work.
The major requirements of the construction phase include:
a. Construction machinery
b. Power
c. Fuel
d. Water
e. Man power
f. Temporary Housing
1.3.2 OPERATIONAL PHASE:
The major requirements of the complex in the operational phase include:
a. Power
b. Water Supply
c. Sewage Treatment Plant
2.0 Project Description
The firm intends to construct 2000 nos. of two bed roomed apartments with cellar + stilt +
G+ 9 upper floors in six blocks (A + B + C + D + E + F ) along with amenities(G + 9 upper floors) respectively at Sy.No:60-1, 59-1B, 58-3 Patta no: 61 & 62, Kurmannapalem,
Zone –V, Ward no: 58, GVMC Limits, Visakhapatnam, Andhra Pradesh. The flats are
CONCEPTUAL PLAN | 11 proposed to be constructed on net site area of 38177.257 Sq.mts or 9.43 Acres of site area and Built up area is232450.684 Sq.m standing in the name of the M/s. M.V.V & M.K.
Housing at Kurmannapalem, Zone –V, Ward no: 58, GVMC Limits, Visakhapatnam. The proposed construction will be undertaken on a plot of land after having approval of the authorities.
2.1 Project Scenario
After the adverse affects of the Economic recession in the last 1 ½ years, the construction activity, especially construction of economy apartments and individual houses is increasing with the signs of economic recovery. As the Directors of the company having good experience in construction activity and acquired huge quantity of sites.
Due to the growing requirement of apartments in economy segment and to get the benefits and privileges which were recently declared by the State and Central Governments in the form of Government fees, flats registrat ion charges, lower rate of interest on housing loans, income tax benefits etc., the firm has decided to take up the construction of apartments/flats in addition to its trading of plots/sites. Although the project is the maiden venture of the unit, it is capable of executing the same on profitable lines riding on the collective experience and the financial strength.
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2.2 LOCATION AND ACCESS TO THE SITE :
The proposed residential project is located at sy. no: 60-1, 59-1B, 58-3 Patta no: 61 & 62,
Kurmannapalem, Zone –V, Ward no: 58, GVMC Limits, Visakhapatnam, Andhra Pradesh proposed residential complex is located at 1.23 km distance from national highway.
2.2.1 PROPOSED PROJECT:
The entire building will consist of cellar + stilt + G + 9upper floors in six blocks (A + B + C +
D + E + F) along with amenities with G + 9 upper floors respectively.
2.3 INFRASTRUCTURE REQUIREMENT
The infrastructure requirement for the proposed construction project can be broadly classified into the following four heads:
1. Basic Infrastructure
2. Environmental Infrastructure
3. Other infrastructure – Project Specific and
4. Social Infrastructure
The basic infrastructure covers the main requirements like
Construction material (Steel, Cement, Bricks etc)
Water
Power
Roads, Street Lights
Sewerage system
The Environment infrastructure covers
Solid Waste collection & disposal
Effluent collection & disposal
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Air Pollution – from DG sets and their correction
Other Infrastructure covers In addition to the above, the following infrastructure will be developed side by side with project depending upon the requirement: Communication facilities
Fire & Safety
Security etc
Parking Bays
Parks and open spaces
2.4 BASIC INFRASTRUCTURE: 2.4.1 WATER AVAILABILITY
Domestic water: Water for the proposed project during construction would be sourced from ground water and proposed to draw domestic water from the Municipal Supply, which have been encouraging the bulk consumers. The water requirement of the project during occupation stage will be in the order of 1354.0 KLD.
Per unit 5 no. of persons allocated and per a person 135 Litres of water consumption will be there.
Table-3: Water Requirement of the project
Land use No. of No. of Water required Water Total water units persons per person – consumption requirement - per unit liters (lt) lit Residential 2000 flats 5 @135lt/head/day 675 1350000 Flats Amenities 1no 250 @15lt/head 1800 3750 Total 1353750 Total water required for the project is 1353.75KLDSay 1354.0
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Water requirement shall be reduced by adopting dual plumbing system.
For Dual plumbing system separate tank is provided to store the treated waste water, the tank shall be 1 foot below the overhead tank. Separate pipe system is provided to pump the treated water for flushing.
Table -4: Water saving of the project Unit No. of units No. of Water Treated Effective water persons requirement water reuse requirement in in Lit. in Lit. lit.
Flats 2000 5 1350000 540000 810000 Amenities 1no 250 3750 750 3000 Total 1353750 540750 813000 Note: Treated water reuse assumed @ 40 L/Head for housing and @ 20 L/Head in amenities& commercial. Approximately 540.75 KLD of water will be saved by adopting recycling of treated water in the toilet flush. The effective water consumption is reduced by 813.0KLD.The water balance of the project during occupation stage is tabulated below:
Table-5: Water Balance during occupation stage Input KL/day Out put KL/day Domestic fresh 813.0 Treated waste water to 663.45 1286.07KLD water Municipal sewer lines say 1286.0 (Waste water generated Recycled water 540.75 Treated waste water for 540.75 from recycle residential ) Water requirement for green 81.87 belt during non monsoon Losses approx 5% 67.68 Total 1353.75 Total 1353.75
The water used in the order of 1353.75 KL/day would generate 1286.0 KL/day of waste water.
The total waste water has to be treated for reuse and or disposal. The water balance flow chart is as follows
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Water Balance Chart:
Occupation Stage – Flow chart Water Consumption
Municipal (1353.75 KLD) Domestic Losses (67.68 KLD) supply/Bore well Sewage(Appx.80%:1286.0KLD)
Sewage Treatment Plant
Reuse/Flushing-540.75KLD
Municipal drains Treated (663.45 KLD) Effluent
Green Belt (81.87 KLD)
Note: Day 1 Water requirement = 1354.0 KLD Table-6: SUMMARY OF FRESH WATER REQUIREMENT & WASTE WATER GENERATION: S.NO DESCRIPTION FRESH WATER WASTE WATER
1 DOMESTIC WATER 1353.75KLD 1286.07KLD
REQUIRED – SAY 1354.0KLD SAY 1286.0 KLD
(RESIDENTIAL
&AMENITIES)
TOTAL 1354.0KLD 1286.0 KLD
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SEWAGE TREATMENT SYSTEM(RESIDNETIAL)
Design Parameters:
STP Capacities -2nos 2 x 700 KLD
Units in STP Bar Screen Chamber, Equalization tank, Primary clarifier, Secondary
collection tank, Aeration tank, Sludge storage tank, Activated carbon
filter, Pressure sand filter, Filter press, Treated water collection tank,
Chlorination.
Location of STP Shown in Site Plan at cellar
Maintenance STP will be maintained by the MVV & MK Housing welfare association
2.4.2 SOLID WASTE
The total number of people anticipated to stay in the housing project is in the range of
10000. The anticipated solid waste/ garbage is in the range of 500 g/head from residential,
300 g/head from amenities and the total garbage will be in the order of5075.0.0kg/day.
Table-7: SOLID WASTE GENERATION Unit No. of units No. of Total No. of Total solid waste in kgs persons/unit persons Flats 2000 5 10000 5000Kg @0.5 kg/head
Amenities 01 250 250 75 Kg @ 0.3 Kg/Head
Total 5075.0
Solid waste Generated and disposal details
The solid wastes anticipated during occupation stage include garbage, sludge from STP,
hazardous waste of used oils and batteries from generators. Top Soil of 2m width will be
preserved and use for greenbelt development .
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Table-8: Solid waste generation and disposal details
Type of Quantity Collection/ storage Disposal waste Garbage 5075.0 Segregate at each house in green and The solid waste will be kg/day blue bins for dry waste & wet waste converted into manure respectively. Collected and through organic waste transported to the segregation bin converter. Sewage 100.0 Stored in HDPE bags Used as manure and or Treatment kgs/day given to nearby fields Plant Sludge Used 5 -- Sent to Authorized Batteries nos. year recyclers or returned to seller Used 300 Stored in HDPE Carboy Sold to authorized Lubricant Lt/year recyclers Transformer 300 Stored in HDPE Carboy Sold to authorized oil Lt/year Contractors Waste oil 300 LPA Stored in HDPE Carboy Sold to authorized Contractors
As we are having total Built-up area 2, 32,450.684 sq. mts which is > 5,000 sq.mts,
based on notification, we will segregate the waste in separate streams at source,
hand over recyclable material to the authorized waste pickers or recyclers as per
the MSW Rules, 2016.
The bio-degradable waste shall be processed, treated and disposed off through
composting within the premises.
The residual waste shall be given to the waste collectors or agency as directed by
the local body.
The construction or demolition waste will be disposed as per C&D rules, 2016.
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Collection and Segregation of waste: 1. A door to door collection system will be provided for collection of domestic waste in plastic bags from household units. 2. The local vendors will be hired to provide separate colored bins for dry recyclables and bio-degradable waste. 3. For waste collection, adequate number of colored bins (Green, blue and dark grey separate for Bio-degradable and non bio-degradable) are proposed to be provided at the strategic locations 4. Litter bin will also be provided in open areas like parks etc. A number of facilities will be provided by M/s. MVV & MK Housing, to the occupants and the facilities are shown in table
Table: 9 Requirements Proposed
Requirement Nos. of Description Tot Lots /Gardening area 3847.868 Sq.mts DG Sets 500 KVA -1 No Sewage Treatment Plant 2 Nos (700 KLD Capacity) Garbage Segregation Point 2 Nos.
The owners/purchasers will form cooperatives to run the remaining amenities like sewage treatment plant, DG sets. The major requirement of resource is for electricity and water.
2.4.3 ELECTRICITY CONSUMPTION
The electricity will be drawn from APTRANSCO. A number of transformers will be provided to reduce voltage fluctuation and to provide quality energy.
Solar Energy: Solar water heating system: Solar Water Heating System Requirement Water Requirement per Flat : 100 lit No of Flats : 2000 Area required for 100 L unit : 3 Sq. Mts.
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Total Units to be installed : 2000 Total Area : 6000Sq.m 25% of Roof area provided : 4540.36 Sq. Mts (GO MS. 119, clause 158 Table -36; to all residential buildings having plot area of more than 1000sqmts, minimum 125Sq.m area on roof minimum kilo watt peak (KWp) or 5% of connected load whichever is higher to be provided) Cost Benefit: Cost of 100 L unit : 20000-00 Other including plumbing : 5000-00 Total : 25000-00 No. of units : 2000 Units Cost savings per person : 2000x 5 : 10000-00
2.4.3.1Energy Conservation Measures:
Energy Efficiency Measures
a. LED in common areas
b. LED Usage in individual units/flats
c. Provision of solar water heaters for Amenity hall
d. Solar lighting for common areas/street lights (1 in 3).
e. Timer based lighting management in common areas
f. The lighting levels will be selected to suit the functional requirements
g. Each block will be interconnected by corridors which help in better utilization of
natural day light (double glass will be used for more cooling) and turbo ventilators
proposed at common areas for saving day light.
h. For saving of day light and low solar heat gaining High efficiency low-e glass type
for windows will be used.
Eco-friendly Measures:
1. Exploring possibilities of using Solar Lights
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Others:
The security will be handed over to a private agency. Water conservation measures will be updated frequently and all the residents will be educated periodically.
The total potential of 143 KW per day (25% roof area) and possibility for use of solar energy for common lighting or solar water heating will be explored.
2.5 USE OF FLY ASH:
Flyash based light weight bricks will be used for construction of walls etc. Flyash based tiles will be used for flooring of common areas in cellular.
2.6 Rain water Harvesting Structures
Storm water drains are provided with rainwater harvesting structures which will act as flow dissipaters and also as infiltration trenches to measure runoff from the roof is collected in storm water collection sump and the over flow shall join the storm water drain. For roads it is proposed to provide rain water harvesting structures and will be located at downspouts in the plot area. Typical drawings of rainwater harvesting structures are presented for roof areas of
14 x 14 m. The typical cross section of rain water harvesting structure is shown in the figure.
Type of Area Area (in Coefficient Peak rainfall Rainwater harvesting
Sq.m) of run-off intensity during potential/hour (in M 3)
one hour of
rainfall (in m)
Green Area 3847.86 0.1 0.03 11.54
Paved Area 38177.25 0.6 0.03 687.19
Total Storm water load on the site with per hour retention is 698.73
Considering 15 minutes retention time, total storm water load 174.68
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RAIN WATER HARVESTING
A fully fledged rainwater harvesting scheme will be provided to intercept and store rain
water for use and replenish underground water levels.
The rainwater from the roofs will be passed through the filters and collected in sumps
earmarked for this purpose. The first flows as well as surplus flow would b ypass these
sumps by means of suitable valve controls and leads out to the surface drains.
The surface drains would lead the runoff into the rainwater harvesting pits.
Storm water drains are provided with rain water harvesting structures which will act as flow dissipaters and slope as infiltration trenches to ensure percolation of water and enhance the ground water table. Through the entire runoff from the roof is collected in storm water collection sump and the flow shall join the storm water drains. For r oads it is proposed to provide rain water harvesting structures and will be located at downspouts in the plot area. Typical drawing of rainwater harvesting structure is presented for roof areas of 1.2 x 1.2 x 1.5m
The typical cross section of rain water ha rvesting structure is shown in the figure.
Fig: 4 Rain Water Harvesting Pit CONCEPTUAL PLAN | 22
2.7 ENERGY SAVING MEASURES
Energy saving measures constitutes a principal component of this project and is built into the design concept as well as selection of various equipments.
Buildings:
The blocks will be in rectangular outline and the longer sides face north to minimize
heat gain through the walls.
Every block will be interconnected by corridors which help in better utilization of
natural daylight.
Electrical equipments and system
The CF lamps envisaged would save around 20% energy is vis-a-vis conventional
lamps.
Electronic ballasts are envisaged for fluorescent light fittings.
Automatic timer controls would be provided for external lighting.
Automatic power factor correction capacitor panels at various loads centers will help in
maintenance of PF at desired levels.
Renewable and Alternate Energy Sources
The renewable and alternative energy sources are needed to minimize pollution of the
environment and in essence be eco-friendly. Towards this end, Solar photovoltaic
systems are recommended for outdoor lighting and indoor emergency lighting.
For energy conservation, efficient lighting fixtures would be used in the project.
Photocell activated timer switching systems would be installed to operate the outdoor
lighting.
Power factor – Improved capacitors would be used for motors and other major power
driven equipment.
In general roof treatment will employ tiles to reduce the heat gain in the upper floors. CONCEPTUAL PLAN | 23
2.8 FIRE PROTECTION
As per the provisions of the Andhra Pradesh Fire Service Act, 1999, Residential buildings of height more than 18m, Commercial buildings of height of 15m and above are required to obtain prior clearance from Fire services department from fire safety point of view.
Building materials shall be of appropriate fire resistance standard.
Further, design shall include provision for the following:
The electrical systems shall be provided with automatic circuit breakers activated by
the rise of current as well as activated by over current.
Fire detection systems
Means of escape
Access for fireman
Exit requirement
Exterior open spaces around the building
Provision of lifts
Fire lift
The entire apartment would be provided with fire escape staircases.
Fire protection requirements
a. Access
b. Wet riser
c. Down comer
d. Fire Hose Reel in each floor
e. Automatic sprinkler system in vulnerable areas
f. UG Tank with draw off connection
g. Fire pump of 180lpm, electrical main pump 2280lpm and diesel pump of 2280lpm
h. Terrace pump
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i. First aid fire fighting appliances
j. Auto detection system
k. Emergency light
l. Potable fire extinguishers in each floor and near electrical installations
m. Manual operated Electrical fire alarm system
n. Means of escape
o. Fire man switch in lift
p. Hose boxes with delivery hoses and branch
Static Water storage Tank:
A satisfactory supply of water exclusively for the purpose of firefighting shall always
be available in the form of underground static storage tank with capacity 1000Liters.
To prevent stagnation of water in the static water tank the suction tank of the domestic
water supply shall be fed only through an over flow arrangement to maintain the level
therein at the minimum specified capacity.
2 fire sumps with water capacity of 10 ,000Liters
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FIRE ALARM SYSTEM:
The Building shall be equipped with manually operated electrical fire alarm system
with one or more call boxes located at each floor. The call boxes shall be of the
break glass type without any moving parts, where the call is transmitted
automatically to the control room without any other action on the part of the person
operating the call boxes.
The call boxes shall be so installed that they do not obstruct the exit ways and yet
their location can easily be noticed from either direction. The base of the call box
shall be at a height of 1.5m from the floor level.
CONTROL ROOM:
There shall be a control room on the entrance of the building with communication
system to all floors and facilities for receiving the message from different floors.
Details of firefighting equipment and installation shall be maintained in the control
room.
Table: 10 Summary of Facilities are given below:
S.No Item Required as per Table 23 of Part –IV of NBC of India 2005
1 Fire Extinguishers as per IS: 197 Nos 2190 2 Hose Reel System 34 Nos
3 Wet Riser 2 Nos
4 Yard hydrant 4 Nos
5 Automatic Sprinkler system 2380 Nos
6 Manually operated electric fire 34Nos alarm system
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7 Automatic detection and alarm 472 nos system 8 Underground static water 1 of 10,000liters storage tank
Also 10m set back is left all-around the building for free movement of fire tender. Stairs are designed as per National Building code norms for high rise building. Adequate signage and warnings will be provided on fire safety and availability of firefighting systems in the building. Ensure all electrical installations and wiring will be complied with Indian electricity act and rules and National Building code norms. Adequate earth pits would be installed and maintained for earthing of equipment.
3.0 POST PROJECT MONITORING PROGRAMME
In order to maintain the environmental quality within the standards, regular monitoring of
various environmental components is necessary. The proponent will allocate annual
budget towards environmental protection initiatives.
4.0 ENVIRONMENTAL BUDGET
Project Cost : 400.0 crores
EMP Budget : 3.6 crores
CORPUS FUND : 7.0CRORES
Table -11: Environmental Budget
S. Description Item Recurring Capital N cost in costin o Lakhs (A) Lakhs (B) 1 Water STP 12.0 190.0 pollution @700 KLD – 2nos RWH – 40Nos 2.0 12.0 @ 40 x 30,000/- each 2 Noise Acoustic Enclosure 1.0 4.0 Pollution
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3 Energy Solar Water Heating / 5.0 90.0 Conservation Common lighting / Photo Voltaic Cell 4 Solid Waste Segregation of Dry waste & 2.0 25.0 Management wet waste/ OWC 5 Monitoring & Air, Water, stack, noise 2.5 0
Environment
Statutory
Compliances
6 Landscaping/Gree Plantation 2.5 10.0
nbelt development
7 Occupational PPE/Health check up 2.0 0
Health and Safety
Total 29.0 331.0
5.0 GREEN BELT DEVELOPMENT The following species are chosen for planting of greenbelt Botanical name Habit Family Local name Aeglemarmelos T Rutaceae Maredu Albizialebeck T Mimosaceae Dirisena Alstoniascholaris T Apocynaceae Edakulapala Areca catechu T Arecaceae Vakka Anthocephaluscadamba T Rubiaceae Kadamba Cassia fistula T Caesalpiniaceae Rela Bauhinia purpurea T Caesalpiniaceae Peddari Bauhinia variegata T Caesalpiniaceae Devakanchanamu Cassia siamea T Caesalpiniaceae Cassod tree Peltoferrumpterocarpum T Caesalpiniaceae Kondachinta Polyalthialongifolia T Annonaceae Naramamidi Azadirachtaindica T Meliaceae Vepachettu Mimusopselengi T Sapotaceae Pogada Nyctanthusarbortristics T Oleaceae Parijathamu Neriumodorum S Apocynaceae Ganneru Tecomastans T Bignoniaceae Swarnaganneru
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Tectonagrandis T Verbenaceae Teku Delonixregia T Caesalpiniaceae Turai Micheliachampaca T Magnoliaceae Sampangi Other Ornamental Plants
Technical Specifications for Plantation 1. The plant spacing should be 1-3 m x 1-3 m depending on width of the crown of tree, width of greenbelt and species composition; 2. The seedlings should be transplanted in monsoon period (June 15 - July 31). So, the land for planting is to be handed over before July 15. The soil working/pit digging works should be done preferably before onset of monsoon; 3. All activities that are related to procurement of seeds, rising of seedlings, digging of pits, planting and caring the plants for specified period shall be done by proponent. Similarly, the proponent shall ensure at least 90% of plant survival at the end of the deal; and 4. Rising of seedling in nursery to a suitable size of transplanting - within 45 days after placement of order. Keeping the master plan at around the project site in mind, the stage wise plantation is prepared.
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