chapter –1 1.0 introduction - welcome to...

Residential Complex

Sy.No 151 and 152, Bachupally(V& M)

Medchal- Malkajgiri(D)

Pridhvi Envirotech (P) Ltd,Hyderabad.

CHAPTER –1

1.0 INTRODUCTION

1.1 PURPOSE OF THE REPORT:

M/s Sri Gaddipati Hari Babu proposes to construct a "The Project comprises

1140 flats under 60 sq. meter / unit - Affordable Housing" residential building

with a plot area of about 25,793.36 Sq.Mts. The total built up area is

1,49,130.06 Sq.mts with 6 blocks (2 cellars + Ground + 14 upper floors) of

residential with 1140 flats, amenities block, with adequate parking area at

Sy. No.151 and 152, Bachupally (V), Pragathi nagar Grampanchayat,

Bachupally(M), Medchal, Malkajgiri(D). The area comes under residential

zone as per the Master Plan copy of the certificate confirming the same is

enclosed at Annexure I

As the total area proposed to be developed <1,50,000 Square Meters, as

per the EIA Notification dated 14th September 2006, the proposed project

activity falls under Building & Construction projects 8(a) Category B (B2),

which necessities to obtain Environmental Clearance from State Level

Environmental Authority, Telangana, but as the state committee is not

working we are here with applying for MOEF.

1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT:

Being a visionary and inclined towards business, Mr. G. Hari Babu entered

into business at a very young age, in 1979 he started the business.

REAL ESTATE PROJECTS DEVELOPED:

Lahari Meadows: In the year 1979 in Uppal,

Bollaram Industrial Area: In the year 1982 he developed Industrial

Plots.

Kazipally / Gaddapotharam Industrial Area: In 1984 he developed

another Industrial Area.

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Lahari Estates (Pragathinagar) : Being ISO 9001 certified & covering a

massive area of over 400 Acres near Kukatpally in 1990’s.

Apurupa Township: In Jeedimetla in 1996

Lahari Enclave: in 1998 in Gajularamaram where the prestigious Usha

Mullpudi Cardiac Center, CMR group of Hospitals at Narayana

Hyrudalaya Center.

Lahari Green Park – During the period 2000 to 2002 over 100 acres

were developed at Bowrampet and 500 acres were developed in

Kondakal & Bhanoor village during 2004-2018.

Present Projects:

a) 1140 Flats Affordable Housing project is being developed at

Pragathinagar, Hyderabad.

b) 284 Flats Affordable Housing Project is being developed at

Shankarpally Village, Ranga Reddy District.

c) Developing fully integrated gated communities & townships in 150

acres in Kondakal Village, Ranga Reddy District.

1.3 PROJECT COST:

The estimated cost for the proposed project will be Rs.200 Crore & Expected

to be completed within a period of 6 years after getting requisite

permissions from the Authorities concerned.

1.4 SALIENT FEATURES OF THE PROJECT:

The salient features of the project are given below

TABLE - 1.1: SALIENT FEATURES OF THE PROJECT

Total Plot Area 25,793.36 Sq.mts

Greenbelt Area 3162.36 Sq.mts

Total Built up area 1,49,130.06 Sq.mts

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No.of Blocks with Built-up area

S.

No

Block

Details

No. of Floors No

.of

Flats

Area

(Sq.Mts)

1 Block-A 2C+ G + 14 210

20,139.55

2 Block-B 2C+ G + 14 150

13,592.41

3 Block-C 2C+ G + 14 210

20,139.55

4 Block-D 2C+ G + 14 210

20,139.55

5 Block-E 2C+ G + 14 150

13,592.41

6 Block-F 2C+ G + 14 210

20,139.55

9 Amenitie

s Block G + 5 3545.88

Total 1140 1,11,288.9

Parking Facilities

Parking Area in (Sq.

Mtrs)

Cellar – 1 14,979.07

Cellar – 2 22,862.09

Total Parking

Area 37,841.16

Height of the building 44.85 mts

Water requirement & Source Total water requirement of water is 785.0 KLD from Municipal Supply & Bore well Fresh water is 540 KLD & Recycled water is 245 KLD

Power requirement & Source 2250 KVA, TSCPDCL

Backup Power 2 X 500 KVA DG sets.

Solid waste & mode of disposal

2940 kgs/day - waste will be sent to GHMC 25 Kgs/day STP sludge used as manure

Hazardous waste & mode of disposal

Used batteries 2 no’s/Year Waste Oil from D.G. Sets 100 Liters/Year Transformer oil 60 Liters/Year will send to TSPCB Authorized recyclers/ re-processors

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CHAPTER – 2

2.0 PROJECT DESCRIPTION

2.1 LOCATION DETAILS:

M/s Sri Gaddipati Hari Babu proposes to construct "The Project comprises

1140 flats under 60 sq. meter / unit - Affordable Housing ", residential building

with a plot area of about 25,793.36 Sq.Mts. The total built up area is

1,49,130.06 Sq.mts with 6 blocks (2 cellars + Ground + 14 upper floors) of

residential with 1140 flats, amenities block, with adequate parking area at

Sy. No.151 and 152, Bachupally (V), Pragathinagar Grampanchayat,

Bachupally(M), Medchal, Malkajgiri(D).

Features of the site:

The geographical co-ordinates of Residential complex are

S.No Latitude Longitude

1. N 170 32’21.80” E78023’43.80”

2. N 170 32’21.71” E78023’39.40”

3. N 170 32’20.03” E78023’39.37”

4. N 170 32’19.79” E78023’38.32”

5. N 170 32’18.85” E78023’38.32”

6. N 170 32’18.85” E78023’39.37”

7. N 170 32’17.49” E78023’39.44”

8. N 170 32’17.59” E78023’43.75”

i.Accessibility & Existing Road network

The nearest Major Road is Gandimysamma X Roads to Miyapur (Inner Ring

Road) which is 150 feet wide Road. The access road to the project site is

through the Pragathi nagar Road which is adjacent to the site and is 100

feet wide Road.

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ii. Topography & Surrounding features of the site

The Land is plain area with few herbs, shrubs, and grass. Following are the

surrounding features of the proposed site.

North : Lahari group open lands

East : VNR Hostel

South : Lahari group open lands

West : open land followed by Road

Topo sheet of the area is given at Figure 2.1. Base map of the Area is given

at Figure 2.2, Google map is given at Figure 2.3 and photographs of the site

are given at Figure 2.4

iii. Water Bodies & other features of the site and 10 KM radius

The major surface water bodies within the 10 kms radius are:

The major surface water bodies within the 10 kms radius are Ambir Cheruvu

2.72 Kms in South-East Direction, Kotta Cheruvu 7.04 Kms in South East

Direction, Borampet Cheruvu 2.41 Kms in North West Direction, Maisamma

Cheruvu 8.29 Kms in South East Direction

The major reserve forest is Kottaguda R.F 1.59 Kms (NE)direction.

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FIGURE - 2.1: TOPO SHEET OF THE AREA – 10 KM RADIUS

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FIGURE - 2.2 BASE MAP OF THE AREA

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FIGURE - 2.3: GOOGLE MAP OF THE SITE

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FIGURE - 2.4: SITE PHOTOGRAPHS

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TABLE - 2.1: SALIENT FEATURES OF PROJECT SITE

Vil lage Distr ict State

Bachupal ly Medchal- Malkajgir i Telangana

Latitude & Longitude Latitude Longitude

N 170 32’21.80” E78023’43.80”

N 170 32’21.71” E78023’39.40”

N 170 32’20.03” E78023’39.37”

N 170 32’19.79” E78023’38.32”

N 170 32’18.85” E78023’38.32”

N 170 32’18.85” E78023’39.37”

N 170 32’17.49” E78023’39.44”

N 170 32’17.59” E78023’43.75”

Ambient Temperature Minimum 130 C

Maximum 430C

Humidity 55 – 65 %

Rainfal l 800 – 1100 mm per Annum

Climate Tropical & Semi-Arid

Type of soil soi ls are mainly brownish sandy

and Ready loamy

Distance from Urban area Hyderabad core area

Distance from nearest Air Port Rajiv Gandhi International [email protected] Km,South East

Distance from nearest rai lway station

Hafeezpet railway station 6.9 KM

Distance from nearest Fire station

KPHB f ire station @5.1 km

Distance from nearest vil lage Part of pragathi nagar

Distance from nearest surface water source

Kotta Cheruvu @5.20 KM ,S

Reserve Forest Gajularamaram Reserved Forest – 1.59 Kms (NE)

Any histor ical monuments within 10 KM radius

None

Any ecologically sensit ive areas within 10 km radius

None

Topography Plain and land locked

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2.2 SITE AREA & BUILT-UP AREA:

It is proposed to develop in six blocks of residential towers with 1140 flats,

an amenities block and adequate parking area in a plot area of 25,793.36

Sq.mts of land. Following is the overall area statement of the site

Table - 2.2: OVERALL AREA STATEMENT OF THE PLOT

S.No Land use Area in Square Meters

1 Total Plot area 25,793.36

2 Area affected for road widening

--

3 Net Area available for development

25,793.36

TABLE - 2.3: OVERALL AREA STATEMENT OF THE SITE

Details Area

Sqm Ac %

Residential Blocks 6688.5 1.65 25.90

Amenities 590.98 0.14 2.19

Green belt 3162.36 0.78 12.24

Utilities 120.00 0.02 0.31

Vacant areas ( setbacks, roads & open areas)

15231.52 3.76 59.02

Total 25,793.36 6.37 100

2.2.1 BUILT UP AREA:

Following is built up area of the proposed blocks

It is proposed to construct a residential complex with six blocks of

residential towers with 1140 flats (1 BHK Flats 30, 2 BHK Flats –1110 ) with an

amenities block details are provided in Table 2.3

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TABLE - 2.4 NUMBERS OF FLOORS AND AREA

S. No Block Details No. of Floors No .of Flats Area (Sq.Mts)

1 Block-A 2C+G + 14 210 20,139.55

2 Block-B 2C+G + 14 150 13,592.41

3 Block-C 2C+G + 14 210 20,139.55

4 Block-D 2C+G + 14 210 20,139.55

5 Block-E 2C+G + 14 150 13,592.55

6 Block-F 2C+G + 14 210 20,592.55

7 Amenities Block G + 5 3545.88

Total 1140 1,11,288.9

2.3 PARKING AREA:

The total area allocated for cellar parking is 38,688.33 Sq.Mts, which can

accommodate 1141 four wheelers and 1140 two wheelers. The total

parking area is being proposed in the proposed project is given below:

TABLE - 2.5: PARKING SPACE PROVISION

Parking Area Sq.mts

Cellar - 1 14,979.07

Cellar - 2 23,709.26

Total Parking Area 38,688.33

The conceptual Plan of the project is given at Annexure II

Circulation plan:

1. No. of cellars: 2

2. No. of ramps - 2

3. Width of ramp: 5.4m

4. Slope of ramp: 1:8 ratio

5. Cellar driveway: 4.5m

6. No. of lifts : 26

7. Capacity of each lift: 13 passengers

2.4 ROAD NETWORK:

The nearest Major Road is Gandimysamma X Roads to Miyapur (Inner Ring

Road) which is 150 feet wide Road. The access road to the project site is

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through the Pragathi nagar Road which is adjacent to the site and is 100

feet wide Road.

2.5 WATER REQUIREMENT:

As per National Building Code, 2005 (NBC), water requirement for

residential occupants is 135 litres/day/ person and for visitors the

requirement is 15 litres/day/person. The total population likely to be

accommodated would be around 5700 people from residential complex.

Another 10 people would be there like security and other support staff.

Thus total water requirement for inmates is estimated at 770 KLD. Quantity

estimated for guests and visitors is estimated at another 5.0 KLD.

Considering washings of floors and other requirement, a total requirement

is estimated at 775 KLD. Out of this, it is estimated that 235.0 KLD of water

would be required for toilet flushing’s and rest for other uses. Also it is

estimated that about 10 KLD of water is required for landscaping and

plantation purposes. Thus total water requirement would be 785.0 KLD. It is

proposed to source water from Municipal Supply & Bore wells.

The treated waste water would be recycled for toilet flashings and green

belt. Any additional treated waste is there, same will be connected to

municipal sewer

The total sewage water generated is 667.0 KLD. It is proposed to treat the

sewage in STP of capacity of 800 KLD. The treated waste water is used for

Flushing & gardening (245KLD). Rest of the 422 KLD of treated water would

be send to municipal sewer. Thus the total fresh water requirement during

occupational stage is would be 540.0 KLD as detailed below

TABLE - 2.6: WATER REQUIREMENT

S.No. Stream Quantity

in KLD

Fresh/

Recycled

Wastewater

generated

Method of

Treatment

1 Domestic Water 540.0 Fresh 432.0 STP

2 Toilet Flushing 235.0 Recycled 235.0 STP

3 Gardening 10.0 Recycled - -

4 Evaporation loss - 118.0

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Total 785.0

785.0

2.6 POWER REQUIREMENT:

The power requirement for the proposed project is estimated as 2250 KVA

which will be sourced from the TSCPDL

2.7 BACK-UP POWER DETAILS:

It is proposed to provide emergency power back up for lifts, water

pumping and common area lighting with two DG set of 500 KVA

capacities.

2.8 FUEL REQUIREMENT:

The fuel requirement for 2 X 500 KVA is 300 Liters/day for 8 hours operation

of DG sets due to power outage. The fuel used in DG sets is High Speed

Diesel (HSD).

2.9 MAN POWER REQUIREMENT:

The maximum man power required for the development of proposed

project during construction phase is 100 persons. And during occupational

phase it would be around 10 people

2.10 ROADS & STREET LIGHTS:

As it is six blocks of residential complex with amenities block and parking

area is provided in cellar direct paved road from gate to cellar area is

proposed. All internal roads are proposed in the development of the site.

Setbacks of minimum 13.0 meters all-round the block is left for free

movement of fire tender which is as per the Telangana state Fire services

directorate guidelines. Provision of 2.0 meters green belt is proposed all-

round the site

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2.11 SITE DESCRIPTION

2.11.1 GEOMORPHOLOGY

The proposed construction site of Sri. Gaddipati Hari Babu is located in the

upcoming township of Bachupally village & mandal of Medchal Malkajgiri

district. The site is areally 1.40 kms southeast Bachupally, 3.20 km northeast

of Nizampet, and 5.50 km northwest of Kukatpally, and is approachable

through well paved roads from all around. The site is bounded by 30 m

road on the western side, VNR site on the eastern side, and lands of Lahari

group on northern and southern sides (Figures 1 and 2).

Figure 1. Regional Map of Study Area

The area is as well shown in the Toposheet No. 56K/6-3B of the Survey of

India with area central coordinates of Latitude N17032’19” and Longitude

E78023’40”.

The area is distinguished by an upland area, abounded by a number of

small hills, mounds, tors, dykes, etc. The area around the project site

constitute dissected, undulating and rolling topography with erosional

landscape covered by a layer of red loamy granitic soil of varied thickness.

Most of these land forms are getting flattened because of intense

construction activity in the area (Figures 2 and 3). The area is underlain by

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weathered and massive granite gneisses. The general elevation of the site

is 610 m above mean sea level (amsl). The high elevation in the area is 620

m amsl on the hillock located 2.60 km northeast of site, and low elevation is

540 m amsl situated in the down reaches of Ameenpur Lake at 7.0km

southeast of the site.

Figure 2. Site Location and Surroundings

Figure 3. Part of the Toposheet No. 56K/6-3B showing Bachupally

Watershed. (Note: Watershed boundary is shown with Blue Outline. The spelling of

Bachupally was pronounced in the Toposheet as ‘Baspalli’)

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2.11.2 DRAINAGE

Physiographically the land site area forms an upland and topohigh area

with the absence of significant drainage, other than small ephemeral

streamlets flowing with radial pattern of drainage. Some small and

medium size tanks and some water bodies like Sri Sainagar Lake, Ambar

Cheruvu, and a small water body (south of Whisper Valley) are all situated

in the down slope and plain areas (Figure 2). The water bodies in the area

are gradually getting reduced over the years with the slowing down of

inflows, erratic rain fall, as well as the construction activity.

Major part of the pediment-inselberg complex in the study area is

dissected by streamlets flowing in a general south and southeasterly

directions. A watershed of about 2.0 sq.km is located <100 m northeast of

construction site named here as Bachupally Watershed (Figures 3). The

runoff and other inflows in to this catchment flow seasonally and culminate

into a small percolation tank located southeast of the Bachupally. The tank

remains dry most part of the year. The watershed is marked by the

dendritic drainage pattern, and most of which are connected by small

ephemeral nallahs (streamlets). The project site is located in the upland

area, and along the southeastern border of the watershed, with less

groundwater infiltration and more surface runoff quotient.

2.11.3 GEOLOGY

The area comprises of Archaean granites and gneisses comprising older

metamorphic rocks, peninsular gneissic complex (migmatites) and younger

intrusive rocks. The lithological units include granites, gneisses, schists,

younger granites, dolerites, and amphibolites.

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CHAPTER – 3

3.0 BASELINE ENVIRONMENT

3.1 BASELINE SCENARIO

In order to assess the current environmental setting and likely impact of the

project on the surroundings, baseline study is carried out by M/s. Pridhvi

Envirotech (P) Limited. Ground water, ambient air, noise and soil samples

were collected and analyzed. The results are presented in the following

sections.

3.2 METEOROLOGY

Hot steppe type climate prevails over Hyderabad. The mean daily

temperature varies from 300C to 430C from April to June and from 200C to

240C in the months of December and January. The climate is pleasant from

November to February. The summer months of April and May are

uncomfortable due to oppressive heat. The period from July to September

is warm, humid and uncomfortable.

More than 75 per cent of the rainfall is received during the south-west

monsoon season, i.e., from June to September, July being the month when

it rains. September is the month, when there are rains. The south-west

monsoon sets in by 2nd week of June. Its advent is sudden and the rainfall

increases from less than 5 per cent (of the annual) in May to 15 per cent in

June.

Humidity in the morning is high exceeding 80 % from July to September. In

the dry months of March, April and May, humidity is generally low with an

average of 25 to 30 % and decreases to 20 % at individual stations. June to

October is the period when more than half of the sky is covered with

clouds, while only about 2/8 of the sky is clouded from January to March.

Half of the days in July and August have overcast skies. About 10 to 13

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days in the months of January, February and March, the skies are free from

clouds, clear weather.

The ambient temperature ranges between 13oC to 44oC with average

temperature being 25oC. The relative humidity ranges from 28 to 65% with

average humidity being about 45%.

3.3 AIR QUALITY:

The ambient air quality in the study area was measured at project site and

analysed for PM2.5, PM10, SO2, and NOx. The air quality at main entrance of

the site is presented below.

TABLE - 3.1: AMBIENT AIR QUALITY

S.No. Parameters Units

Values NAAQ

Standards

1 Particulate Matter (PM10) µg/m3

58 100

2

Particulate Matter (PM2.5) µg/m3

37 60

3

Sulphur Dioxide (SO2)

µg/m3

19 80

4 Oxides of Nitrogen (NOx) µg/m3

25 80

3.4 NOISE QUALITY:

The Noise levels in the study area at project site measured for one day and

the results are given below.

TABLE - 3.2: NOISE LEVEL MONITORING

S. No Name of Location Values Units

1 Near Entrance Gate ( Day Noise)

55 dB(A)

*All values in dB (A)

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3.5 HYDROGEOLOGY

Ground Water Conditions

Ground water occurrence, movement and recharge to aquifers are

controlled by degree of weathering, fracture pattern, geomorphological

setup and rainfall. Granites and Gneisses of peninsular gneissic group

constitute major aquifers in the area. Ground water occurs in phreatic

condition in the weathered zone and under semi-confined condition in the

fractured and jointed rock formations. With the steep decline of water

levels the phreatic zone is getting diminished. The common ground water

abstraction structures are bore wells and their yields mainly depends on

the recharge conditions in the area.

Due to urbanization, exponential growth in population and industrial units,

demand for water has resulted in indiscriminate drilling of bore wells in

recent years. This has resulted in depletion of ground water levels, drying

up of age old dug wells mainly due to the over exploitation of the ground

water resources. Due to increase in number of bore wells and

overdevelopment of ground water the yields in the area have declined

leading to failure of wells. The depth of the bore wells in the area varies

from 80 to >200 m, and even some were drilled down to 250 m. The ground

water yields generally range from < 1.0 lps to 3.0 lps (liters per second), with

some instances of up to 5.0 lps. The transmissivity of aquifer range from 19

to 190 m2/day and the specific yield of phreatic aquifer range from 0.01 to

0.4 (CGWB, 2007 & 2013).

Ground Water Levels

Behaviour of ground water level is essentially controlled by physiography,

lithology and rainfall. There is general decline and rise of water during pre-

and post-monsoon season. The rises are due to the general buildup of

water levels in response to rains, and declines are due to erratic monsoon,

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less recharge (due to urbanization), and exploitation of groundwater

resources.

The depth to water levels in the area varies from 8 to >20 m below ground

level (bgl). The dug wells usually show phreatic, and the borewells indicate

semi-confined conditions. The long term fluctuation data of two

representative Central Ground Water Board (CGWB) monitoring stations

situated near to the project site were analysed. These are located at

Miyapur and Kukatpally (Figure 1), and the analysed plots are shown in

Figures 4 and 5. The CGWB has constructed piezometer (bore) wells

specifically to monitor the ground water levels at Miyapur.

0,0

2,0

4,0

6,0

8,0

10,0

Ma

y-0

4

Au

g-0

4

No

v-0

4

Ma

r-0

5

Ju

n-0

5

Sep

-05

Dec-0

5

Ap

r-0

6

Ju

l-0

6

Oct-

06

Jan

-07

Ap

r-0

7

Au

g-0

7

No

v-0

7

Feb

-08

Ma

y-0

8

Au

g-0

8

Dec-0

8

Ma

r-0

9

Ju

n-0

9

Sep

-09

Jan

-10

Ap

r-1

0

Ju

l-1

0

Oct-

10

Jan

-11

Ma

y-1

1

Au

g-1

1

No

v-1

1

Feb

-12

Ju

n-1

2

Sep

-12

Dec-1

2

Ma

r-1

3

Ju

n-1

3

Oct-

13

Jan

-14

Ap

r-1

4

Ju

l-1

4

Dep

th t

o W

ate

r,

mb

gl.

Ground Water Levels of Miyapur, Ranga ReddyDistrict, Telanagana.(PiezometerWell, 5.36 km of southwest of Project Site, Based on Central Ground Water Board Data, Gaps indicate no

data)

Decline Trend of 0.025 m/annum

Figure 4. Ground Water Levels and Fluctuations at Miyapur.

The depths of the water levels of these two monitoring stations, along with

seasonal water level fluctuations, vary from 3 to > 10 m bgl. Based on the

monitoring analysis, the areas indicate long term declines ranging from

0.025 to 0.33 m per annum (Figures 5 and 6). Further analysis and

calculation of water level fluctuation data for the years 2005 to 2013

indicate little changes with the water levels responding slightly to seasonal

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changes, marked by declining trend. The water levels recorded at

Miyapur indicate a long term decline of 0.025 m/annum, whereas the

water level fluctuations at Kukatpally area have a steep decline of 0.33

m/annum. Because of the deeper water level conditions substantiated by

the declining trends, the dug wells in the area became obsolete, and

ground water is mostly developed through deep borewells.

0,0

1,0

2,0

3,0

4,0

5,0

6,0

7,0

8,0

9,0

10,0

Ma

y-0

4

Au

g-0

4

No

v-0

4

Ma

r-0

5

Jun

-05

Sep

-05

Dec-0

5

Ap

r-0

6

Jul-

06

Oct-

06

Jan

-07

Ap

r-0

7

Au

g-0

7

No

v-0

7

Feb

-08

Ma

y-0

8

Au

g-0

8

Dec-0

8

Ma

r-0

9

Jun

-09

Sep

-09

Jan

-10

Ap

r-1

0

Jul-

10

Oct-

10

Jan

-11

Ma

y-1

1

Au

g-1

1

No

v-1

1

Feb

-12

Jun

-12

Sep

-12

Dec-1

2

Ma

r-1

3

Jun

-13

Oct-

13

Jan

-14

Ap

r-1

4

Jul-

14

Dep

th t

o W

ate

r,

mb

gl.

Ground Water Levels of Kukatpally, Ranga Reddy District, Telangana.(Dug Well, 5.50 km southeast of Project Site; Based on Central Ground Water Board Data, Gaps indicate no data)

Decline Trend of 0.33 m/annum

Figure 5. Ground Water Levels and Fluctuations at Kukatpally.

GROUND WATER RESOURCES ESTIMATION

In collaboration with the state departments, Central Ground Water Board

(CGWB) carried out ground water resource estimation and categorization

studies for the Quthubullapur Mandal of Ranga Reddy District for the year

2008-09. The CGWB has categorized the area as ‘safe’ with the stage of

ground water utilization of 49%, indicating further scope for ground water

development. These details are applicable to the study area also, as it is

part of this Mandal. But the urban areas covering Kukatpally and

Nizampet areas marked by steep decline of water levels substantiated by

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the intense utilization of ground water. Because of these factors the actual

ground water development in the study area may be more than 70%.

WATER QUALITY

The ground water in the Quthubullapur Mandal area is generally suitable

for domestic, irrigation, and industrial purposes with few exceptions such as

Nitrate and Fluoride. Fluoride concentration in ground water in the area

varies from < 0.5 to about 1.50 mg/l (CGWB, 2007).

The quality of ground water in and around the project site is potable. The

results of the hydrochemical sampling conducted in the nearby areas

indicated that the quality of ground water is good, potable, alkaline with a

pH of over 7, total dissolved solids (TDS) generally below 800 mg/l, and

chloride concentrations less than 200 mg/l.

3.8 SOIL QUALITY:

The soil condition and bearing capacity were tested for analysis and the

report is presented below.

TABLE - 3.3: SOIL SAMPLE ANALYSIS REPORT

S.NO PARAMETERS RESULT

1. pH (1.5 Soil water extract) 8.27

2. E.C (1.5 Soil water extract) 165

3. Available Nitrogen 60.25

4. Available Phosphorous as P2O5 12.64

5. Available potassium as K2O 8.0

6. Sodium as Na 20.42

7. Calcium as Ca 48.0

8. Magnesium as Mg 11.2

9. Chloride as Cl 48.6

10. Organic Carbon 0.5

11. Texture Sandy loam

12. a) Sand % 50.2

13. b) Silt % 36.5

14. c) Clay % 8.3

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3.9 FLORA & FAUNA

Core zone: The project site is a private land with man made ecosystem

with few selected trees, shrubs and herbs. Entire area is with terrestrial

vegetation is without any forest or agriculture land and it was devoid of

any ecologically sensitive biological resources. There are no REET species

present in the core zone. No migratory corridors or breeding grounds for

faunal species present here.

At present there is some green belt within their site premises. Some space

was allotted to raise specific plants in core zone. No special precautions

were made towards conservation of faunal diversity. The common

butterflies, dragonflies, birds and smaller mammals were sighted here.

Ornamental species like Plumaria alba and other croton plants are

maintained. The premise was naturally grown species such as Azadiracta

indica, Pongamia pinnata, Ficus bengalensis, Borassus and Prosophis

juliflora. The most commonly seen shrubs are Calotripis procera, Phoenix sp.

etc and herbs are very limited as the entire ground covered with carpet

grass and other natural Indian grass varieties covered. Apart from that few

weeds are commonly seen at few places are Tephrocia purpuria, Lucas

aspecra, Casia uniflora, Euphorbia hirta, Croton bonplantianum, Tridax

procumbance.

The faunal composition generally with arboreal and semi arboreal based

animals. Some very common small animals like Squirrels, rats, skinks and

lizards are generally found here. In aves, Cattle egrets, Mynas, White

headed babblers, Sparrows, Black drango and Indian Robin are seen.

Butterflies are fairly attracted to the ornamental plants and water present

on grasses during sprinkling.

Buffer Zone

Buffer zone is mostly with human habitations. Buffer area is mainly non

cultivable waste land. This area has few trees and shrubs with Mesophytic

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adaptation. The faunal composition was also estimated based on the

direct and indirect evidences. Phoenix aculis, Borassus flabellifera,

Azadirachta indica, Prosopis spicegera, Ficus sp, Acacia sp, Tribulus terrstris,

Achyranthus aspera, Euphorbia caudifolia, E. tirucelli. Opuntia, are mainly

restricted to waste and culturable waste lands ands. Albizia procera,

Albizia lebbeck, Delonix regia, Azadirchta indcia, Peltoforum sp., Terminalia

catapa, Psidium guava, Dalbergia sisso and Tamarindus indica are

predominant near villages.

IVI and Species Diversity

The diversity indices of the core and buffer zones were 2.275 and 2.931

respectively. The indexes show that the core zone is less diverse area than

buffer zone.

Endemic, Threatened and Endangered Plant Species

In the floristic checklist, the study area shows rich floristic diversity. Number

of floral species in the study area are 155. A good number of species are

commercially cultivated in orchards. Number of plant species have

medicinal value and also important for other non-timber produces. From

the present survey it appears that none of the endangered plant species

exist in the study area.

Aquatic Ecosystem:

The biological resources of aquatic system were studied in the small ponds

present in buffer area. Fishes: A total of 22 species of fishes have been

recorded in the study area by secondary source of information. Amphibia:

5 common species were seen during the study. Aquatic Bird: 6 species of

aquatic birds are recorded. Threatened and Endangered Aquatic Fauna:

The survey results show that none of the aquatic fauna is threatened or

endangered according to Indian Wildlife (Protection) Act, 1972 and

amended in 1991.

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CHAPTER – 4

4.0 POLLUTION SOURCES - CHARACTERISTICS,

QUANTIFICATION AND PREDICTION

4.1 POLLUTION SOURCES

Pollutants generated due to project activities during both the construction

and operation phase are solid, liquid and gaseous in nature. Also the

generation of pollution could be continuous, periodic or accidental.

Sources of pollutants and their characteristics during the construction and

operation phase are given below in Table 4.1.

TABLE - 4.1: POLLUTANT SOURCES AND CHARACTERISTICS

S.

No

Activity/Area Pollutant Pollutant

Characteristics

Frequency

CONSTRUCTION PHASE

1. Ground working and leveling

Air emissions – PM, NOx, SO2, CO

Dust from construction activities and excavation. Particulate

matter, NOx

and CO from vehicle exhaust

Temporary during

construction phase only- bulk of the emissions are expected

from ground working and

leveling activities.

Earth / solid waste

Solid waste from construction

activity and excavation.

Periodic.

Noise Noise generated from

construction equipment and

Machinery

Temporary during initial construction

phase

2. Labour Camps Sewage Sewage generated from temporary labor

camps on site

Temporary – during the initial

construction phase

Solid Waste Solid Waste generated from

temporary

Temporary – during

the initial

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S.

No


Characteristics

Frequency

labour camps on site

construction phase

OPERATION PHASE

1. Vehicular movement

Air emissions and noise

Vehicle exhaust emissions

Continuous / Periodic

2. Diesel power generators

Air emissions SO2, NOx, SPM, CO from

fuel burning

Periodic, only during

power failure

Noise Noise due to running of equipment

Periodic

Waste Used Oil Generation

Periodic, during oil changes

3. Residential Wastewater Wastewater containing

food matter

Continuous / Periodic

Domestic

Solid waste

Garbage /

Food waste

Continuous

4. Raw water treatment

Wastewater Backwash water discharge

Continuous

Solid waste Sludge from coagulation

Process

Continuous

5. S.T.P Solid waste Settled and stabilized

sludge

Continuous

Treated water Treated sewage

water used for Greenbelt

Continuous

6. Diesel Storage Solid waste Settled sludge during tank

cleaning

Occasional

Oil Oil spillage – Accidental

large spills due to pipe rupture

Oil Spillage - Small quantities

due to small pipe leaks

Accidental / Only due to poor

housekeeping

7. Maintenance / housekeeping

Wastewater Floor washing Continuous

Solid waste Used equipment

Continuous

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S.

No


Characteristics

Frequency

parts and garden wastes

8. Vehicle Parking Area

Oil Spills Minor oil leaks in parking lot

Continuous – small Quantities

9. Storm water drains

Wastewater Contamination discharge from

site – Mainly suspended

solids

During rainy season

4.2 AIR EMISSION SOURCES

Air emissions have no boundaries and can migrate between areas

depending upon the wind direction and speed.

4.2.1 IMPACT OF AIR EMISSIONS

CONSTRUCTION PHASE

During the construction phase, PM is expected to be the main pollutant

associated with on-site roads (paved and unpaved), stockpiles and

material handling. In this case, pollution emission sources shall be

distributed throughout the project site and shall fall under the category of

area source. The land acquired has some structures in it, so extensive

formation work is not expected during this phase. It is assumed that most of

the excavated material shall be used within the project, with minimal cut

and fill material to come from outside the site.

Due to the confined nature of heavy construction activity during this

limited period, tailpipe emissions from construction equipment are

assumed to be essentially negligible.

OPERATIONAL PHASE

During the operational phase, the diesel generator sets to be operated for

back-up power supply are the major source of air pollution. From this point

source, the following pollutants are expected;

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PM10, PM 2.5 SO2, NOx and CO

Diesel Generator Set Fuel Combustion - Point Source

To serve as an emergency power back-up, 2 diesel generator of 500 KVA

connected to individual stacks shall be installed. The diesel generator sets

are operated only during power failure thus conserving fuel and reducing

the pollution.

As a worst-case scenario, emissions were predicted assuming an operation

time of 24 hours. The emissions from the diesel generators are provided in

the following table:

TABLE - 4.2: DIESEL GENERATOR SET EMISSIONS

Capacity

of DG Set

No. of

DG Sets

Stack

Height

(m)

Diamete

r of

Stack

(m)

Temp. of

exhaust

gases (0C)

Exit

velocity

(m/sec)

Pollutant

Emission rate (g/sec)

SPM SO2 NOx

500 KVA 2 5 0.3 175 16.78 0.101 0.12 0.18

4.3 NOISE EMISSIONS SOURCES

The assessment of the impacts of noise on the surrounding community

depends upon:

Characteristics of noise source (instantaneous, intermittent, or

continuous in nature, with the latter contributing the least to noise

pollution);

Time of day at which noise occurs; and

Location of noise source with respect to noise sensitive receptor.

CONSTRUCTION PHASE

The description of construction activity as detailed in Section 4.2.1 (with

regards to spatial phasing and type of sources) is also pertinent to the

noise emissions emitted in the construction phase. Sources of noise

emissions are expected from various types of construction equipment.

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General noise levels generated from the operation of equipment and

machinery are provided in Table 4.3 below:

TABLE - 4.3: NOISE LEVELS GENERATED FROM CONSTRUCTION EQUIPMENT

Name of the source Noise Level at 16 m (50

ft)from Source in dB (A)

Noise Level at 1 m from

Source (calculated)in dB(A)

Air Compressor 87 111

Back Hoe/Loader 81 105

Concrete Mixer Truck 85 109

Concrete Pumper 70 94

Concrete Vibrators 77 101

Cranes - mobile 81 105

Dump Truck 83 107

Generator Not Considered 75 (CPCB)

Hammering 86 110

Jackhammer 88 112

Pile Driver 100 124

Radial Arm Saw 80 104 Source:www.gvrd.bc.ca/education/pdf04/ColumbiaWorkshop1-ConstructionNoise.pdf

The MoEF has not yet prescribed noise emission specifications for

construction equipment. However, the limited information available is

provided in Table 4.4.

TABLE - 4.4: NOISE LIMITS FOR APPLIANCES AND CONSTRUCTION EQUIPMENT

AT MANUFACTURING STAGE

Equipment Noise Limit dB (A)

Window Air Conditioner(1ton -1.5 tons) 68

Air Coolers 60

Diesel Generators 85-90

Compactors (rollers), Front Loaders, Concrete Mixers, Cranes(movable), Vibrators, and Saws

75

Source: http://dpcc.delhigovt.nic.in/pdf/Pollution_Control_Law.pdf

OPERATIONAL PHASE

During the operational phase, the diesel power generators will be the

major source of noise.

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Diesel Generator Sets

Noise Limit for Generator sets run with Diesel

Noise limit for diesel generator set (2X 500 KVA) manufactured on or after

the 1st January, 2005.

The maximum permissible sound pressure level for new diesel generator

(DG) set with rated capacity (2X 500 KVA), manufactured on or after the

1st January, 2005 shall be 75 dB(A) at 1 meter from the enclosure surface.

Noise control for diesel generator will be as follows:-

Noise from DG set shall be controlled by providing an acoustic enclosure

or by treating the room acoustically, at the users end.

The acoustic enclosure or acoustic treatment of the room shall be

designed for minimum 25 dB (A) insertion loss or for meeting the ambient

noise standards, whichever is on the higher side ( if the actual ambient

noise is on the higher side, it may not be possible to check the

performance of acoustic enclosure/ acoustic treatment. Under such

circumstances the performance may be checked for noise reduction upto

actual ambient noise level, preferably, in the night time).The measurement

for Insertion Loss may be done at different points at 0.5 m from the acoustic

enclosure/ room. The DG set shall be provided with proper exhaust muffler

with insertion loss of minimum 25 dB (A).These limits shall be regulated by

the State Pollution Control Boards and the State Pollution Control

Committees.

Source: www.cpcb.nic.in

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4.4 WATER AND WASTEWATER MANAGEMENT

4.4.1 WATER REQUIREMENTS

Water requirement during the construction phase will be met from water

tankers. The required water during the operational phase will be sourced

from Municipal Supply & Borewell.

Also it is proposed to collect rain water duly and use it for construction

purposes. It is also emphasized that exploitation of ground water shall be

minimized during construction & Operational phases.

The water requirements during various phases of the project are discussed

below:

A) Construction Phase

The project implementation would involve various construction activities.

The following section summarizes the water requirement, its sources and

management of wastewater.

Site development:

Development of site for the proposed development involves excavation,

leveling of the ground surface and stock piling. However as the project site

is with no vegetation cover, the leveling activities would result in very less

water usage. Water requirement for any use at this stage would be

provided from water tankers. Similarly, the generation of domestic

wastewater can be managed on site.

Construction of building infrastructure:

The construction of building infrastructure that includes residential would

require water and may generate waste water too. Water demand during

construction phase would be for:

Construction activities.

Domestic use.

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Construction phase may last for a period of approximately two years in

order to complete the earthwork, foundation lying, superstructure

development, service provision and finishing.

The total water requirement for construction activity would be 100 KLD. It is

proposed to source water from ground water resources either through

bore well or though water tankers from outside parties

B) Operational Phase

Daily Water Requirement and Sources:

It has been mentioned before that the domestic water requirements will

be met from the Municipal supply. The water requirement for Flushing,

Gardening, Landscaping and other purposes would be met from duly

treated recycled water. However, in case of failure of water requirements

are planned to be met partly through private tankers. Rain water will be

recharged to the ground to augment the water table in the area. Water

tankers will be used only in case of any emergency or failure of water

supply by ground water.

4.5 ENVIRONMENTAL INFRASTRUCTURE:

a). Waste Water Generation & Management:

Total quantity of wastewater generation is likely to be 667 KLD. The

generated waste water is collected and treated in in-house Sewage

Treatment Plant of 800 KLD capacity. Out of the total treated water, 245.0

KLD is used for Gardening & Flushing and rest would be discharged to

municipal sewers.

It should therefore be concluded there is no significant impact on surface

water quality & hydrology of the area. The proposed rainwater harvesting

scheme stabilizes the groundwater table in the area.

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FIGURE - 4.1: WATER BALANCE DIAGRAM

b). Sewage Treatment Plant (STP):

A sewage treatment plant of 800 KLD capacity based on Fluidized Aerobic

Bio-Reactor (FAB) technology is proposed to treat 667 KLD of sewage

water generated in the proposed project .After treatment the water will be

used for Gardening & Flushing.

The design of the STP shall be based on the parameters given in below

table.

TABLE - 4.6: DESIGN PARAMETERS OF SEWAGE TREATMENT PLANT Parameter Unit

Quantity KLD 667

pH -- 6.5-8.5

Oil & Grease Mg/l 20

TSS Mg/l 200

BOD Mg/l 350 mg/l it

COD Mg/l 500 mg/l it

Flushing Demand –

235 KLD

Evaporation &

Other Losses

118 KLD

Daily Fresh Water

785 KLD Domestic Demand

540 KLD

Waste

Water –

667KLD

STP

Recycled Water

245 KLD Greenbelt –

10 KLD

432 KLD

235 KLD

STP Treated Water – 245 KLD

Daily water demand: 785 KLD (fresh water 540 KLD and recycled water 245 KLD

Drained Water to

city sewer

system

422 KLD

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Sewage Treatment Process Description:

SEWAGE treatment plant is designed to treat 667 cum of Sewage per day.

This Sewage shall be generated across the 3 shifts. The proposed scheme is

depicted in the figure attached below.

Primary treatment: The Sewage is collected and led via drain to the

treatment plant site. In the drains, screens shall be provided for retaining

coarse matter. The screens are manual type and are to be cleaned at

regular intervals. Two stages of screens are provided i.e. coarse screen

followed by fine screens. The Sewage is then taken to grit chamber for

removal of grit. Following removal of grit, the Sewage is taken to an

equalization tank for attenuation of variation in waste flow rate and

characteristics. It is proposed to have equalization tank with holding

capacity of 6 hours DT. For mixing, and to avoid solids from settling, air shall

be bubbled in the equalization tank through a grid placed at the base of

the tank. The equalized Sewage is pumped at a uniform and constant rate

for further treatment.

Secondary treatment: Sewage from the primary stage treatment is

subjected to bio-chemical oxidation in aeration tank. An attached growth

fluidized bed aerobic system working as an extended aeration system is

proposed. Air for aeration is supplemented by means of blowers

connected to air diffusers. For immobilizing the microbes, high surface area

to volume ratio synthetic media shall be provided in the aeration tank. This

system has the following advantages:

a) Smaller foot print area

b) Ease in operation and maintenance

c) Operator skills required are minimal

d) System less susceptible to upset conditions (shock loading, power

failure etc.)

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e) Lower energy requirements

f) No clogging or chocking of the media.

Following bio-chemical oxidation, the Sewage from the aeration tank is

taken to a tube-deck (secondary settling tank) for solid-liquid separation.

The sludge collected in the hopper bottom of the settling tank is

periodically withdrawn to sludge sump tank. Overflow from the settling

tank is subjected to tertiary treatment. Overflow from the secondary

settling tank is taken to chemical oxidation tank for chemically oxidizing

the residual contaminants. Chlorine shall be added for chemical oxidation.

For adequate contact time a chlorine contact chamber with 30 minutes

detention time and mixing arrangement is proposed.

Tertiary treatment: The Sewage from chlorine contact chamber is then

collected in a sump and pumped to a pressure sand filter for removal of

particulate matter. The Sewage is then taken through an activated carbon

column for removal of trace organics and pollutants (chlorine, color, trace

organics etc.).

Sludge Treatment: Sludge from the settling tank shall be transferred to

sludge sump tank. By using filter press feed pumps we transfer the sludge

from sludge sump tank to filter press. The water from the filter press is

recycled into the equalization tank.

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FIGURE – 4.2: PROPOSED SCHEME OF TREATMENT

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Water conservation:

Water conservation is an important part of sustainable living and in order to

optimize the water requirement in the project, the developers would

incorporate the component of water conservation by means of rainwater

harvesting and water recycling using fixtures which are low flow and water

efficient models such as 3 litre capacity WC flushing system, sensor

operated urinals and taps to minimize the wastage of water along with

employee education and awareness programme and selective use of dry

type urinals. As per the approved plans from GHMC, various mitigative

measures shall be proposed to further minimize the impacts.

Storm Water Management & Rain Water Harvesting Structures

It is proposed to channelizing the storm water by constructing water drains

leading to the storm water sump. In order to minimize the surface runoff

loss, groundwater recharging through groundwater recharge pits at the

project site has been planned. Appropriate design considerations have

been taken while designing the recharge pits.

Calculating Runoff for Water Harvesting

Calculating runoff is an important step in designing your water harvesting

system. You should determine both your water supply and your water

demand. Use this worksheet to determine your rainwater supply.

Catchment Area: the area in which rain directly falls (i.e. a roof, a

driveway, or a landscape). The area is the same regardless of slope; you

can also think of the area as seen from a birds-eye view or as the horizontal

surface space occupied.

Runoff Coefficient: the average percentage of rainfall that will run off a

particular surface (i.e. a metal roof has a runoff coefficient of 0.8 or 80%

runoff). The runoff coefficient will vary depending on the composition of

the surface and the rainfall intensity.

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Annual Rainfall: the average amount of rainfall over one year period for

your location.

TABLE - 4.7: ESTIMATE OF RAIN WATER HARVESTING

Type of Area Area Coefficient of

run-off

Peak rainfall intensity

during one hour of

rainfall (in m)

Rain water

harvesting

potential/hour

(in m3) (in m2)

Roof-top area 7399.48 0.8 0.025 147.98

Green Area 13162.36 0.1 0.025 32.90

Paved area 5231.52 0.6 0.025 78.47

Total storm water load on the site with per hour retention is 259.35

Considering 15 minutes retention time, total storm water load 64.83

Taking the radius as 1.2 m and effective depth as 2.0 m, volume of a RWH pit ( a2h) 2.88

Hence no. of pits required in approx = Total storm water load

considering 15 minutes retention time / Volume of a RWH pit

22.5

No. of pits 23

Without project:

= Catchment Area X Runoff Coefficient X Annual Rain Fall

= 5231.52 X 0.6 X 0.025

= 78.47 cum/per annum

With project (Roof Area):


= 7399.48 X 0.8X 0.025

= 147.98 Cum/per annum

With project (set backs, Landscape & green belt):


= 13162.36 X 0.1X0.025

= 32.90 Cum/per annum

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The total annual rainwater harvesting potential of the project site is 259.35

Cum/per annum. The rainwater is proposed to be channelized for

groundwater recharging through the Harvesting pits. 23 no’s of Rain Water

Harvesting pits are provided at four corners of the site.

FIGURE - 4.3: RAIN WATER HARVESTING STRUCTURE

c) Solid & Hazardous Waste Details:

Domestic garbage is anticipated from the residential complex. Total solid

waste estimated @ 0.5 Kg/day per person for residential and 0.15 Kg/day

per visitor. Thus total garbage anticipated from the complex will be

2940kg/day which is proposed to be disposed to municipal solid waste

disposal facility of MCH through local municipal authorities. About 25

Kgs/day of solid waste anticipated from sewage treatment plant and

same will be used as manure.

The hazardous waste generated will primarily be waste lube oil from

maintenance of DG set of about 100 liters per annum and 60 liters per

annum of transformer oil from transformers. This waste oils will be collected

in barrels and disposed off through parties authorized by TSPCB / CPCB.

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2 no’s of per annum of used batteries will be disposed of by a buy-back

arrangement with the battery supplier.

4.6 CONSTRUCTION WASTE & DEBRIS

Waste quantification and characterization exercise is being carried out to

estimate the quantum and type of waste that would be generated by

different activities due to proposed project during construction and

operation phase. The estimated quantity and quality of waste would serve

as a baseline for designing collection, transportation, treatment and

disposal options for solid waste generated due to proposed project.

4.6.1 WASTE SOURCES AND QUANTIFICATION

Description of solid and other wastes generated from the site during

construction and operation phases of the project is given in Table 4.8.

TABLE - 4.8: SOLID AND OTHER WASTES GENERATED

S.

No.

Activity/Area Waste

Generated

Waste

Characteristics

Frequency of

generation

CONSTRUCTION PHASE

1. Earth Working

and Construction

Construction

Wastes

Earth, Stones,

concrete, bricks, lumber etc.

Larger quantities

will be generated in construction Phase.

2. Labour camps

Domestic wastes

Mainly bio-degradable

Wastes including food Wastes.

Temporary – during

Construction phase.

OPERATIONAL PHASE

1. Residential

areas

Domestic

waste

Biodegradable

wastes (food waste) and non-biodegradable wastes (paper, Plastics etc.)

Daily

2. Set back area sweepings dust, leaves etc. Daily

3. Utilities including Power generation

Waste from oil

Waste oil Only during oil changes – six monthly.

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4. Sewage Treatment Plant

STP Sludge Stabilized sludge – to be used as manure for the

landscaping.

Every week – after sludge drying operation.

Waste quantification has been done based on the activities proposed in

the project master plan. The waste generation for each activity has been

estimated based on National and International standards applicable in

similar setting. The following section gives the details of the type of waste

generated by different activity, waste generation factors and assumptions

used for estimating waste generation.

Waste quantification and characterization exercise is being carried out to

estimate the quantum and type of waste that would be generated by

different activities due to the proposed project activity during the

construction and operation phase.

4.6.2 WASTE QUANTIFICATION


Construction activities create solid wastes that need to be disposed. Such

wastes include sand, concrete, gravel, stone, bricks, plastic, paper, wood,

metal and glass. According to a report prepared by the Technology

Information, Forecasting, and Assessment Council (TIFAC), estimated waste

generation during construction and demolition operations is 60 kg/m2 and

500 kg/m2 respectively (TIFAC, 2001). This waste after sorting can be used

for backfilling in the basement and for leveling purposes.

B) OPERATIONAL PHASE

Waste quantification has been carried out based on the activities

proposed in the project master plan. Waste generation factors for each

activity are as per the National and International standards applicable in

similar setting. Following section outlines details of the type of waste

generated by different activities.

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Residential waste: Domestic garbage is anticipated from the residential

complex. Municipal solid waste disposal facility of MCH through local

municipal authorities. About 25 Kgs/Day of solid waste anticipated from

sewage treatment plant and same will be used as manure.

Garden and open spaces: Waste from open spaces and garden comprise

of horticultural waste that will be generated by periodical lawn mowing

and trimming of trees. Horticulture waste generated is based on the

experience in other projects with similar setting. Assumed waste generation

factor for horticulture waste is 15 kg/acre / day or .0037 kg/ sq m /day.

Table 4.9 gives detail of the estimated waste generation

TABLE - 4.9: ESTIMATED WASTE GENERATION FROM DIFFERENT ACTIVITIES

Particulars No of

persons

Quantity

Kg/ day

Remarks

Apartments 5700 2850.0 0.5 kg/person/day

Visitors for Apartments

570 85.5 0.15 kg/person/day

Amenities 20 4.5 0.25 kg/person/day

Total 6290 2940.0

% After segregation at site

Recyclable 10 294.0 Sold to authorized recyclers

Biodegradable 60 1764.0 To compost yard/ organic converter

Inert material 30 882 Sent to municipal solid waste disposal site

E-Waste -

1026 (0.18kg/person/ye

ar)

Disposed to authorized

recyclers

Horticulture

waste

11.70 (15 kg/Acre/day or 0.0037kg/sq

m/day Greenbelt area-3162.36Sq.mts

Used as manure for

green belt

e-waste source: International Resoure Group Systems South Asia Pvt. Ltd (IRGSSA), (m/s IRG Systems

South Asia Pvt. Ltd),

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4.6.3 WASTE CHARACTERIZATION

Waste characterization for the proposed project has been carried out on

the basis of waste characterization studies in similar settings. The following

section details the estimated waste generation for proposed project during

construction and operation phases.


During the construction phase, a considerable quantum (90%) of waste

generated at the project site would be inert waste, which largely

comprising of clay, sand, gravel, untreated wood (natural wood, no paint),

brick, concrete, concrete block, asphalt, pipes, conduits and light steel

material. A major portion of this waste will be used for backfilling the

basement and other leveling purposes.

Table 4.10 gives an estimate of the average composition of waste that

shall be generated from the onsite construction activities.

TABLE - 4.10: WASTE COMPOSITION – CONSTRUCTION PHASE

S. No Constituents Percentage Composition

1. Soil, Sand and Gravel 34.99

2. Brick and Masonry 29.95

3. Concrete 24.98

4. Metal 4.97

5. Bitumen 2.04

6. Wood 2.04

7. Other 1.02

Total 100 Source: Derived from TIFAC Report “Utilization of Waste from Construction Industry”, 2001


Waste generated during operational phase can be broadly subdivided

into following.

a) Biodegradable

b) Recyclable

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c) Non recyclable(Inert)

Table 4.11 shows the estimated composition of waste generated in

proposed project during operation phase.

TABLE - 4.11: ESTIMATED WASTE COMPOSITION

S. No Characteristics of Waste Units Percentage Composition

Physical Characteristics

1. Paper and paper board % 40

2. Glass /ceramics % 5

3. Metals % 3

4. Plastics % 11

5. Rubber and Leather % 1

6. Textile % 2

7. Wood % 1

8. Food waste % 18

9. Others (Garden and Inert) % 19

Total 100

4.7 IMPACT ON FLORA & FAUNA

Prediction of Impact on local flora and fauna

There are no migratory corridors, nesting and Breeding sites within the core

zone. No need to take any mitigation measures in this connection. One

must be very concern towards ecology of the area while altering the

habitats. From the list of floral and faunal species it is very clear that there

are no Rare or Endangered or Endemic or Threatened (REET) species

present in core or buffer zone.

The direct impacts: No direct impact on present vegetation. No

destruction of biodiversity within core zone and natural ecosystems

through removal of natural soils, plants and the floral dependent animals.

No wildlife population is present in the study area except the common

type of birds and domestic animals. No significant long-term residual

impacts on fauna due to project are expected.

Indirect Impacts: No indirect impact on present vegetation. The impact

intensity may be moderate at initial stage but it might be high when it is in

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full stretched operation condition. The terrestrial habitat is going to be

modified as per the green belt plan. The proposed activity is not going to

affect the local plants, birds, reptiles and amphibians. The producers are

grass species, herbs, shrubs and trees. The consumers are reptiles, aves and

lesser mammals.

4.8 OTHER STRESSORS LEADING TO ENVIRONMENTAL IMPACTS

Change in Landscape of the site: The landscape of the area will change

with the coming up of proposed project. The large vista, interconnected

lawns and open green areas will change the aesthetics of the local area.

4.9 IMPACT OF TRAFFIC

Total Parking facility provided is 1144 four wheelers and 1140 two wheelers.

The nearest major road is Bachupally to Miyapur which is 100 feet road.

The access road to the project site is through the Pragathi nagar road

which is adjacent to the site and is 100 feet road.

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CHAPTER –5

5.0 IMPACT ASSESSMENT & MITIGATION MEASURES

5.1 IMPACT ASSESSMENT:

The potential impacts on the surrounding environment in the 10 km radial

distance of proposed project site along with the mitigation measures

during construction and operational stages are summarized in Table 5.1

and Table 5.2.

The construction phase is for a period of 48 months. Considering this to be

a relatively short period, all construction impacts can be considered to be

short term and temporary.

As for the operational phase, the project proponent shall ensure that

impacts are minimized and are within applicable/ specified limits by TSPCB

& CPCB by providing relevant pollution control equipment and/ or

mitigation measures discussed in the following tables.

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TABLE – 5.1: CONSTRUCTION PHASE - POTENTIAL IMPACTS AND MITIGATION MEASURES

S.

No.

Environmental

components

Potential impacts Source of impacts Mitigation measures Remarks

1. Water resources Minor negative & temporary impact on surface & ground water resources.

Water requirement of 50 - 70 KLD for construction activities

Judicious use of water; minimization of water consumption by use of high-pressure hoses for dust suppression

Water requirement will be sourced from the Bore well & outside water tanker.

2. Surface water quality

No impact Erosion and run-off due to excavation/ construction activities, especially in monsoon season;

Discharge of waste water, construction as well as domestic.

Avoiding excavation in monsoon season; providing appropriate measures for erosion and sediment control; providing adequate

sanitation facilities for workers at site; avoiding discharge of untreated wastewater in the area.

-

3. Ground water

quality

No impact Construction

activities

Storage area for fuels, paints,

thinners, etc. to be such so as to avoid chances of spillage. No discharge to ground water body.

-

4. Air quality Temporary negative impact

Construction equipment; operation of DG sets for construction power requirement;

Carrying out construction activity in temporary enclosures, where feasible; water sprinkling for dust suppression; regular

-

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S.

No.

Environmental

components


vehicular traffic; excavation; concreting; etc.

maintenance of construction equipment & vehicles; use of fuel of proper quality; use of state-

of-the-art construction equipment & methods

5. Noise Medium negative & temporary

Various construction activities; material and vehicular movement

Use of low noise generating state-of-the-art construction equipment and construction techniques; providing personnel protective equipment to workers; providing temporary enclosure for DG set and other construction activities, where feasible; avoiding construction work in the night time

-

6. Land

(i) Land use/ requirement

No impact The total plot area is 25,793.36 Sq. m.

No land conversion is required as land is designated for Residential

Site Premises is designated as Residential area

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S.

No.

Environmental

components


complex.

(ii) Solid wastes & land pollution

Temporary minor negative impact

Construction material handling; construction wastes handling and disposal

Maintaining proper inventory control for reduced waste generation; substitution of hazardous raw materials by non-hazardous materials, where feasible; providing proper facility for storage and handling of fuel oils; disposal of spent oils, classified as hazardous waste by sale to authorized third party; proper handling and disposal of construction wastes; Contractor’s to assume full responsibility for clearing off construction wastes

-

(iii) Geology & Seismicity

No impact Construction of the Residential complex

No heavy structure planned as part of the project

All civil structures shall be constructed as per earthquake zone classification

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S.

No.

Environmental

components


7. Ecology Minor positive impact

Construction activity causing impact on existing ecosystem on-site and top soil;

cutting of existing vegetation, if required;

No trees on the site shall be cut. In fact green belt will be developed all along the

building boundary, roadside and lane divider. water sprinkling during dust generation activities; erosion and sediment control; noise and fugitive dust control; restricting construction

activity during night time

No ecologically sensitive area such as forest/ agricultural land will be used for

the project. Presently, the site has few trees. 3162.36 Sq. m to be developed as greenbelt.

8. Socio-economic

(i) Population and

literacy rate

Minor negative

and temporary

Increase in

population due to possible temporary settling of construction workers from outside the study area for the project

Employing local people to

the maximum extent possible

About 100

construction workers are expected to be employed

(ii) Employment Minor positive & temporary impact

Availability of construction jobs

Employing local people to the maximum extent possible

About 100 construction workers are expected to be employed

(ii) Amenities such No impact Needs of Employing local people to -

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S.

No.

Environmental

components


as education, medical, water supply, sanitation, etc.

construction workers;

the extent possible for construction work; making adequate provision through the contractors to handle

water, sanitary, medical and fuel requirement of construction workers to ensure that the existing infrastructure is not strained

(iv) Transportation Temporary negative impact

Increased traffic load due to transportation of construction materials and workers

Ensuring that traffic is well regulated. Use of non-peak hours for material transportation

-

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TABLE – 5.2: OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES

S.

No.

Environmental

components


1. Water resources

Minor negative impact on surface water resources Moderate negative impact

on ground water resources due to consumption. Minor positive impact due to recharge by

rainwater harvesting.

Total water requirement for the proposed project is 785.0 KLD.

(Fresh water 540.0

KLD & S.T.P recycle 245.0 KLD)

Recycle water will be used Flushing and Gardening

The fresh water will be sourced from Municipal supply

2. Surface water quality

No impact Discharge of sewage and waste water from utilities

Recycle water will be used Flushing and Gardening

-

3. Ground water quality

No impact Discharge of sewage and waste water from utilities

No discharge of wastewater to ground water body; use of treated sewage water for Flushing, Gardening

Rainwater from the rain water harvesting will be used to recharge ground water.

4. Air quality Minor negative Fuel combustion in All emissions will be well All emissions well

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S.

No.

Environmental

components


impact (for SO2, NOX and HCl emissions)

DG sets within the specified emissions standards; stack height = building height +5 mts. for safe

dispersal of pollutants; HSD with 0.25% sulfur content in DG sets; periodic maintenance of DG sets for reduced emissions

within the specified limits

5. Noise Minor negative impact

Noise generating rotating/ moving equipment

Proper equipment selection; mandatory acoustic enclosure for DG sets; regular maintenance of noise generating equipment; providing personnel protective equipment to persons working in noisy areas; suitable design and location of utility block; development of suitable green belt and landscapin

-

6. Land environment

(i) Land use / requirement

No impact Requirement of land for the proposed project

25,793.36 Sq.m of area available for development

Once the project is operational, no additional land will

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S.

No.

Environmental

components


be required.

(ii) Solid wastes & land pollution

Minor negative impact

Handling and disposal of hazardous and solid wastes

Segregation of wet and dry garbage – disposal of dry garbage through off-site recycling or to municipal waste collection system and wet waste to composting at site; disposal of waste lube oils by sale to authorized third party; buy-back arrangement for waste lead acid batteries

Though no solid/ hazardous waste will be disposed off on land, chances of inadvertent occasional spillage on land cannot be ruled out

(iii) Geology & Seismicity

No impact Improper building design not adhering to specified codes;

improper building maintenance

Regular maintenance of the structures to withstand natural phenomena;

carrying out the structural integrity testing

-

9. Ecology No impact Emissions and discharges from project operations;

noise generation; improper disposal of wastes

All emissions and discharges including noise will be within specified standards; all

solid/ hazardous waste will be disposed off in environmentally sound manner

-

10. Socio-economic factors

(i) Population and literacy rate

No impact Increase in population due to

Employing personnel from within the study area to the

About 10 personnel would get direct

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S.

No.

Environmental

components


settlement of personnel and their families from outside the study

area for the proposed project

extent possible, subject to availability of skilled manpower requisite to the job requirement

employment from the project

(ii) Employment Medium positive impact

Direct employment of personnel for proposed project.

Employing personnel from within the study area to the extent possible, subject to availability of skilled manpower requisite to the job requirement

Approximately 10 persons Direct employment and 20 persons indirect employment are expected to be employed for the project

(ii) Amenities such

as education, medical, water

supply, sanitation, etc.

No impact Requirement of

various facilities for the children of personnel employed from outside the study area

Employing personnel from

within the study area to the extent possible, subject to availability of skilled manpower requisite to the job requirement

Various amenities in

the study area are adequate.

(iv) Transportation Medium negative impact

Burden on the existing road infrastructure due to the increased traffic from the proposed project

Ensuring that vehicular movement is controlled during peak traffic hours; Encourage residents to take cycles for local visits and encourage car pooling to

-

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S.

No.

Environmental

components


reduce impact

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CHAPTER – 6

6.0 ENVIRONMENTAL MANAGEMENT PLAN

6.1 INTRODUCTION

The Environmental Management Plan (EMP) is a site specific plan developed

to ensure that the project is implemented in an environmental sustainable

manner where all contractors and subcontractors, including consultants,

understand the potential environmental risks arising from the proposed

project and take appropriate actions to properly manage that risk. EMP also

ensures the project implementation is carried out in accordance with the

design by taking appropriate mitigative actions to reduce adverse

environmental impacts during its life cycle.

The plan outlines existing and potential problems that may adversely impact

the environment and recommends corrective measures where required. Also,

the plan outlines roles and responsibility of the key personnel and contractors

who are charged with the responsibility to manage the site.

The EMP is generally:

Prepared in accordance with rules and requirements of the MOEF and

the Telangana Pollution Control Board;

To ensure that the component of facility are operated in accordance

with the design;

Process that confirms proper operation through supervision and

monitoring;

System that addresses public inconvenience during construction and

operation of the facility; and

Plan that ensure remedial measures are implemented immediately.

The key benefits of the EMP are that it provides the organization with means

of managing its environmental performance thereby allowing it to contribute

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to improved environmental quality. The other benefits include cost control as

improved relations to the stakeholders.

EMP includes four major elements;

Commitment & Policy: Project proponents will strive to provide and

implement the EMP that incorporates all issues related to air, land and

water for the project.

Planning: This includes identification of environmental impacts, legal

requirements and setting environmental objectives.

Implementation: This comprises of resources available to the

developers, accountability of contractors, training of operational staff

associated with environmental control facilities and documentation of

measures to be taken.

Measurement & Evaluation: This includes monitoring, corrective actions,

and record keeping.

It is suggested that as part of the EMP, a Monitoring Team should be formed

by the project proponent comprising of the site in-charge, project planning

group representative and project implementation team representative. This

committee’s role would be to ensure proper, operation and management of

the EMP including the regulatory compliance.

6.2 ENVIRONMENTAL MANAGEMENT PLAN

An Environmental Management Plan (EMP) will be required to mitigate the

adverse environmental impacts during construction and operation phase of

the project and these are as below:

6.2.1 EMP FOR AIR ENVIRONMENT


To mitigate the impact of PM (dust) during the construction phase of the

proposed project, the following measures are recommended for

implementation:

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a dust control plan; and

Procedural changes to construction activities.

TABLE 6.1: DUST CONTROL PLAN

S.No Fugitive Dust

Source Category

Dust Control Actions

1. Earth-moving - For any earth moving which is more than

30m from all property lines, conduct

watering as necessary to prevent visible

dust emissions from exceeding 100m in

length in any direction.

2. Disturbed surface areas

(except completed

grading areas)

- Apply dust suppression in a sufficient

quantity and frequency to maintain a

stabilized surface;

- Areas, which cannot be stabilized, as

evidenced by wind driven dust, must

have an application of water at least

twice per day to at least 80 percent of

the unstabilized area.

Disturbed surface areas

(completed grading

areas)

- Apply water to at least 80 percent of all

inactive accessible disturbed surface

areas on a daily basis when there is

evidence of wind driven fugitive dust.

3. Inactive disturbed surface

areas

- Apply dust suppressants in sufficient

quantity and frequency to maintain a

stabilized surface.

4. Unpaved roads -Water all roads used for any vehicular

traffic at least twice per day of active

operations; OR

- Water all roads used for any vehicular

traffic once daily and restrict vehicle

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speed to 30 kmph.

5. Open storage piles - Apply water to at least 80 percent of the

surface areas of all open storage piles on

a daily basis when there is evidence of

wind driven fugitive dust.

6. Track-out control -Downwash of trucks (especially tyres)

prior to departure from site.

The most cost-effective dust suppressant is water, because a source of water

tends to be readily available on a construction site. Water can be applied

using water trucks, handheld sprays and automatic sprinkler systems.

Furthermore, incoming loads could be covered to avoid loss of material in

transport, especially if material is transported off-site.

Procedural Changes to Construction Activities

Material Production - The transport of materials such as concrete and asphalt

to construction sites generate significant amounts of road dust, especially for

sites that are relatively far from material manufacturers. Setting up temporary

portable concrete plants and/or asphalt plants at construction sites can

eliminate haulage of materials.

Emission Control for Equipment- Control equipment such as particle filters can

be used to reduce diesel particulate matter emissions.

Idling Time Reduction - Construction equipment is commonly left idling while

the operators are on break or waiting for the completion of another task.

Emissions from idling equipment tend to be high, since catalytic converters

cool down, thus reducing the efficiency of hydrocarbon and carbon

monoxide oxidation. Existing idling control technologies, which automatically

shut the engine off after a preset time can reduce emissions, without

intervention from the operators.

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Improved Maintenance - Recognizing that significant emission reductions

can be achieved through regular equipment maintenance, contractors will

be asked to provide maintenance records for their fleet as part of the

contract bid and at regular intervals throughout the life of the contract. A

monetary incentive/disincentive provision will be established to encourage

contractors to comply with regular maintenance requirements.

Reduction of On-site Construction Time - Rapid on-site construction would

reduce the duration of traffic interference and therefore, reduce emissions

from traffic delay. Off-site fabrication of structural components can also

enhance the quality of work, as the production takes place in controlled

settings and external factors such as weather and traffic do not interfere.

B) Operation Phase

To mitigate the impact of pollutants from diesel generator sets during the

operational phase of the site the following measures are recommended for

implementation:

Diesel generator set emission control measures; and

Greenbelt development.

Diesel Generator Set Emission Control Measures

The most important pollutant requiring further control is NOx, as the impact of

SO2 emission is minimal because of the use of low (~0.05%) Sulphur in diesel as

fuel.

The following mitigation measures are proposed for NOx reduction:

add-on emission control technologies; and

NOx retarder

Among the above-mentioned options, inherent low NOx emissions

technologies (i.e. a temperature retarder) and better dilution through higher

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stack are preferred cost effective mitigation measures. The add-on emission

control technologies are not considered as it leads to pollution transfer to

another media and shall require further mitigative measures.

Greenbelt Development

Green belt is recommended as one of the major components of

Environmental Management Plan. The total area of plant is 25,793.36 Sq.mts.

Out of this, green belt is developed in 3162.36 Sq.mts. Proper attention and

management is required to maintain the survival rate of the planted species.

Around 21 plant species are suggested under the green belt plan and

around 15 lakhs financial budget is proposed to develop the habitat. Species

like Tectona grandis, Acacia auriculiformis, Pongamia pinnata, Azadirachta

indica, can be raised in large number towards all the directions. Species like

Leucaena Ficus benghalensis, Ficus religiosa, Ficus glomerata, Phyllanthus

emblica, Pterocarpus santalinus, Anona squamosa, Collistemon linearis,

Bauhinia recemosa can be raised in buffer areas. Small herbs, ornamental

species and common flowering plants as per the availability can also be

raised near the paths and corridors of the existing plants

6.2.2 EMP FOR NOISE ENVIRONMENT


To mitigate the impact of noise from construction equipment during the

construction phase of the site the following measures are recommended for

implementation:

Noise Shields - Construction equipment producing the most amount of noise

should be fitted with noise shields. This shield is a physical barrier (composed

of brick and mud, with a non reflective internal plastering), approximately 3

meters in height, which will provide adequate noise attenuation.

Time of Operation - Noisy construction equipment should not be permitted

during night hours.

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Job Rotation and Hearing Protection - Workers employed in high noise areas

will be rotated. Earplugs/muffs, or other hearing protective wear will be

provided to those working very close to the noise generating machinery.

B) Operation Phase

To mitigate the impact of noise from diesel generator sets during the

operational phase the following measures are recommended for

implementation:

Noise emissions control technologies; and

Greenbelt development.

Noise Emissions Control Technologies: All the diesel generators will be housed

in a suitable acoustic enclosure so that noise levels at a distance of one

meter do not exceed 75 dB(A) at 75% load (as per CPCB norms). The diesel

generator set housing will be equipped with walls and ceilings lined with glass

wool to acoustically treat the noise levels. This acoustic insulation shall be

designed to meet the mandatory standards based on a 25 dB(A) insertion

loss.

Greenbelt Development: The following species can be used in a greenbelt to

serve as noise breakers:

Tectona grandis (Teak);

Butea monosperma (Palash);

Leucana leucocephala (Subabual);

Mangifera indica (Aam); and

Dalbergia Sissoo (Shisham).

6.2.3 EMP FOR WATER ENVIRONMENT


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To prevent degradation and maintain the quality of the water source,

adequate control measures have been proposed to check the surface run-

off, as well as uncontrolled flow of water into any water body. Following

management measures are suggested to protect the water quality during

the construction phase.

Avoid excavation during monsoon season.

No discharge of treated wastewater to soil and ground water body.

Waste water channels from the site would be connected to septic tank

during construction to prevent wastewater from entering the water

bodies.

To prevent surface and ground water contamination by oil/grease,

leak proof containers should be used for storage and transportation of

oil/grease. The floors of oil/grease handling area should be kept

effectively impervious. Any wash off from the oil/grease handling area

or workshop shall be drained through impervious drains, Clarifiers or

oil/water separators shall be constructed and effluent should be

treated appropriately before releasing it.

Construction activities generate disturbed soil, concrete fines, fertilizer,

oils and other wastes. On-site collection and settling of storm water,

prohibition of equipment wash downs, and prevention of soil loss and

toxic releases from the construction site are necessary to minimize

water pollution.

All stacking and loading areas should be provided with proper garland

drains equipped with baffles to prevent run off from the site to enter

any water body.

B) Operation Phase

In the operation phase of the project, water conservation and development

measures need to be taken including all possible potential for conservation of

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water, reuse, rainwater collection in reservoirs, and recycling of waste water.

These could be in the form of the following:

Water source Development

Minimizing water consumption

Promoting reuse of water after treatment and development of closed

loop systems for different water streams.

Water Source Development

Water source development shall be practiced by installation of scientifically

designed artificial water recharging structures. The objective is to develop the

water sources of the region, such that sustainable water supply to the

proposed project is maintained. Following methods normally do artificial

recharge;

Area Treatment

Spreading Methods

Open Well and Shafts

Drilled wells and Bore Holes

The suitability of a particular method is based on hydro-geological condition,

quality of source and proposed use of recharge water. In the proposed

project, groundwater recharge pits are planned for groundwater recharging.

It is envisaged that recharging to ground water will improve the water quality

in the area, as the rainwater is fresh and without any pollution. It is planned to

effectively harvest water by rainwater harvesting mechanism.

Minimizing Water Consumption

Water consumption will be minimized by implementing water efficient fixtures

such as 3 litres WC flushing cistern and taps to minimize the wastage of water

together with other water conservation measures. Furthermore, to ensure

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ongoing water conservation, an employee education and awareness

programme will be introduced for the employee of the mall. Dry type urinals

will also be used selectively. Following section discusses the specific

measures, which shall be implemented;

Residential Usage:

Use of water efficient plumbing fixtures (ultra flow toilets and urinals,).

Water efficient plumbing fixtures use less water with no marked

reduction in quality and service. To install water less W.C. flushing

cistern helps in conserving water.

Leak detection and repair techniques

Sweep with a broom and pan where possible, rather than hose down

for external areas;

Awareness campaign to disseminate knowledge on strategies and

technologies that can be used for water conservation

New employees will be issued a standard water information packet.

The information should include water conservation plans, water

conservation methods being adopted in the complex and a list of

essential and non-essential water uses.

Office Manager will periodically remind the staff of water conservation

efforts and notify staff of recurring problems with compliance or any

changes in policy. As new conservation efforts are implemented, the

manager will communicate these changes to the employees.

Proper methods of water use will be placed in the toilets and other

areas of water consumption.

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Horticulture:

Drip irrigation system shall be used for the lawns and other green area.

Drip irrigation can save between 15-40% of the water use, compared

with other watering techniques.

Plants with similar water requirements shall be grouped on common

zones to match precipitation heads and emitters.

Use of low-volume, low-angle sprinklers for lawn areas.

Select controllers with adjustable watering schedules and moisture

sensors to account for seasonal variations, and calibrate them during

commissioning.

Selecting a drought resistant grass, and using lawn chemicals and

fertilizer sparingly also reduces watering needs.

Place 3 to 5 in. of mulch on planting beds to minimize evaporation.

Promoting Reuse of Water after Treatment and Development of Closed Loop

Systems

To promote reuse of Water after Treatment and development of closed loop

system for water, segregation of two schemes namely (i) Wastewater

Treatment scheme; and (ii) Storm water management scheme have been

suggested.

Harvested storm water as discussed in earlier section, shall be utilized for

artificial recharge of ground water sources as well as to augment the project

water requirements. Recycled wastewater shall be reused on site for flushing,

and gardening.

It is estimated that reusing wastewater will save approximately 30 to 35 % of

portable water per day in the shopping mall. Following section details the

wastewater treatment scheme suggested for the project.

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6.2.4 EMP FOR LAND ENVIRONMENT


Waste generated from construction activity includes construction debris,

biomass from land clearing activities (if any), waste from the labour camp,

and. other waste. The following section discusses management of each type

of waste. Besides management of topsoil is an important area for which

management measures are required.

Construction Debris

Construction debris is bulky and heavy and re-utilization and recycling is an

important strategy for management of such waste. As concrete and masonry

constitute the majority of waste generated, recycling of this waste by

conversion to aggregate can offer benefits of reduced landfill space and

reduced extraction of raw material for new construction activity. This is

particularly applicable to shopping mall project as the construction is to be

completed in a phased manner.

Recycled aggregate will be used for filler application, and as a sub-base for

internal road construction. Mixed debris with high gypsum, plaster, shall not

be used as fill, as they are highly susceptible to contamination, and will be

given to recyclers.

Construction contractors shall remove metal scrap from structural steel,

piping, concrete reinforcement and sheet metal work from the site. A

significant portion of wood scrap can be reused on site. Recyclable wastes

such as plastics, glass fiber insulation, roofing etc shall be sold to recyclers.

Solid and Other waste

Construction sites are sources of many toxic substances, such as paints,

solvents, wood preservatives, pesticides, adhesives and sealants. Such wastes

generated during construction phase shall be stored in sealed containers,

labeled, and disposed of as required by the Hazardous Wastes Management,

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Handling and Transboundary Movement Amendment Rules (MoEF, 2009).

Some management practices to be developed are;

Herbicides and pesticide will not be over applied (small-scale

applications) and not applied prior to rain;

Paintbrushes and equipment for water and oil based paints shall be

cleaned within a contained area and shall not be allowed to

contaminate site soils, watercourses, or drainage systems.

Adequate storage facilities for such waste shall be provided and the

waste collection containers conveniently located. A separate

designation to earmark such waste will be made so that the waste

storage areas are away from storm drains or watercourses.

Clearly label all such waste containers with the waste being stored and

the date of generation.

Educate employees and subcontractors on waste storage and

disposal procedures.

Soil Management

Measures, which would be followed to prevent soil erosion and

contamination include - Maximize use of organic fertilizer for landscaping

and green belt development.

To prevent soil contamination by oil/grease, leak proof containers

should be used for storage and transportation of oil/grease and wash

off from the oil/grease handling area shall be drained through

impervious drains and treated appropriately before disposal.

Vegetation of bare areas after the project.

Working in a small area at a point of time (phase wise construction).

Construction of erosion prevention troughs/berms.

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The philosophy of solid waste management at the shopping mall will be to

encourage the four R’s of waste i.e. waste reduction, reuse, recycling, and

recovery (materials & energy). This will reduce in lesser reliance on land filling.

Regular public awareness meetings will be conducted to involve the

occupants and the employees to ensure proper segregation, storage and

collection of waste as per the Municipal Solid Waste (Management and

Handling) Rules 2016 .

The Environmental Management Plan for the solid waste focuses on the

Segregation, Storage at source and Collection of the waste management

system.

Segregation and storage at source

Segregation of waste at source should be made mandatory for the complex.

Segregation or sorting waste at its source should be practiced in order to

encourage reuse/recycling. With segregation at source recyclables do not

lose their commercial value due to cross contamination.

Waste generated at the complex should be segregated as: bio degradable,

inert cum mixed waste, recyclables and waste from changing oil. The entire

waste stream from the complex should be stored and collected separately.

Collection

The Recyclables from the shopping mall would be given to the waste

itinerant buyers or rag pickers, whereas segregated bio-degradable waste

and inert cum mixed waste shall be sent to the nearest landfill site for

processing and final disposal. Wastes, such as spent oils, paint residues etc.

from the site would be collected separately & would be properly disposed

off.

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6.2.5 EMP FOR BIOLOGICAL ENVIRONMENT

Construction activities change the natural environment. But it also creates a

built environment for the surrounding. The project requires the

implementation of following choices exclusively or in combination.


Restriction of construction activities to defined project areas, which are

ecologically less sensitive.

Restrictions on location of labor camps and offices for project staff

near the project area to avoid human induced secondary additional

impacts on the flora and fauna species.

Cutting, uprooting, coppicing of trees or small trees present in and

around the project site for cooking, burning or heating purposes by the

laborers will be prohibited and suitable alternatives for this purpose will

be found.

Along the major construction work the peripheral greenbelt should be

developed, so that; it will grow to become a full-fledged green cover

by the time the construction is over.

B) Operation Phase

Enhancement of current ecology at the proposed project site will entail the

following measures:

Plantation & landscaping

Green Belt Development

Park & avenue plantation

The section below summarizes the techniques to be applied to achieve the

above objective.

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Plantation & landscaping

Selection of the plant species will be based on their adaptability to the

existing geographical conditions and the vegetation composition of the

forest type of the region.

During the development of the green belt within the project area, it has to be

emphasized that those native plant species should be planted which are

having good ornamental values and fast growing with excellent canopy

cover.

Selection of plant species for Green belt development

The selection of plant species for the development depends on various

factors such as climate, elevation and soil. The list of plant species, which can

be suitably planted, and having significant importance are provided in Table

6.2. The plants should exhibit the following desirable characteristic in order to

be selected for plantation.

i. The species should be fast growing and providing optimum

penetrability.

ii. The species should be wind-firm and deep rooted.

iii. The species should form a dense canopy.

iv. As far as possible, the species should be indigenous and locally

available

v. Species tolerance to air pollutants like SPM, SO2 and NOx should be

preferred.

vi. The species should be permeable to help create air turbulence and

mixing within the belt.

vii. There should be no large gaps for the air to spill through.

Residential Complex




viii. Trees with high foliage density, leaves with larger leaf area and hairy on

both the surfaces.

ix. Ability to withstand conditions like inundation and drought.

x. Soil improving plants (Nitrogen fixing, rapidly decomposable leaf litter).

xi. Attractive appearance with good flowering and fruit bearing.

xii. Bird and insect attracting tree species.

xiii. Sustainable green cover with minimal maintenance

TABLE - 6.2: SUGGESTED TREES FOR GREEN BELT DEVELOPMENT

SNo. Scientific Name Standard Name Time when

flowering –

fruiting occurs

1 Tamarindus indica Imli March-April

2 Syzygium cumini Jamun June-July

3 Spathodea campanulata Rugtoora(African tulip) February-May

4 Peltophorum

pterocarpum

Copper pod/

Yellow flame tree

December-May

5 Mangifera indica Mango April-July

6 Leucaena leucocephala Subabul February-May

7 Emblica officinalis Amla January

8 Cassia fistula maltas March-June

9 Azadirachta indica Neem June-July

10 Anthocephalus cadamba Kadamb August- October

Landscaping and Avenue Plantation

Parks or gardens maintained for recreational and ornamental purposes will

not only improve the current ecology of the proposed site but also aesthetic

value in the area. The plan for plantation in parks and avenues is given

below.

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Parks/Gardens

Ornamental trees with spreading branches, shade giving with colorful

flowers for people to relax.

Suitable patches of lawns, rocketry with cactus and other small

flowering xerophytic plants.

TABLE 6.3: ORNAMENTAL TREES

S.No ORNAMENTAL TREES

1 Alstonia scholaris

2 Saraca asoca

3 Ailanthus excelsa

4 Peltophorum pterocarpum

5 Callistemon citrinus

6 Acalypha hispida

7 Caesalpinia pulcherrima

8 Calliandra haematocephala

9 Cestrum nocturnum

10 Erythrina indica

11 Plumeria acuminate

12 Polyalthia longifolia

13 Polyalthia pendula

14 Putranjiva roxburghii

15 Tabernaemontana divaricate

Avenue plantation

Trees with colonial canopy with attractive flowering

Trees with branching at 10 feet and above

Trees with medium spreading branches to avoid obstruction to the

traffic

Fruit trees to be avoided because children may obstruct traffic and

general movement of public.

6.2.6 EMP FOR SOCIO-ECONOMIC ENVIRONMENT

The Social management plan has been designed to take proactive steps

and adopt best practices, which are sensitive to the socio-cultural setting of

Residential Complex




the region. The Social Management Plan for the proposed project will focus

on the following components

Income Generation Opportunity during Construction and Operation phase

Proposed project would provide employment opportunity during construction

and operation phase. There would also be a wider economic impact in terms

of generating opportunities for secondary occupation within and around the

complex. The main principles considered for employment and income

generation opportunities are out lined below:

Employment strategy would prefer employment of local people.

General recruitment procedures will be transparent, public, open to all

and recruitment should be publicized in advance.

There will be no discrimination on basis of gender, caste or other

factors.

Improved Working Environment for Employees

Proposed project would provide safe and improved working conditions for

the workers employed at the facility during construction and operation

phase. The complex will provide a new experience in working and recreation.

Following measures should be taken to improve the working environment of

the area.

Less use of chemicals and biological agents with hazard potential

Developing a proper interface between the work and the human

resource through a system of skill improvement

Measures to reduce the incidence of work related injuries, fatalities and

diseases

Maintenance and beautifications of the Complex and the surrounding

roads.

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Providing a system of incentives to employers and employees to

achieve higher health and safety standards

Opportunities would be provided to the emerging and established

artist to showcase their work

Handicraft and indigenous crafts from different states would be

promoted by providing a platform for display and trade.

Mitigative Measures

Transport and road safety: Since the project involves the movement of

vehicles and machineries in the area, the health and safety of pedestrians

and residents accessing the communities is an issue of concern. Considering

this, the project proponents shall mitigate the impact by drawing traffic

management plans, so that any mishap due to traffic thenceforth can be

avoided.

Besides having an implication on their safety, the increase in traffic would

create congestion, cause potential delays and inconvenience for

pedestrians. Taking this into concern, following aspects should be kept in

mind:

Proper precautionary signage shall be installed.

Training to the drivers

Installation of adequate speed breakers at correct locations.

6.2.7 EMP FOR ENERGY CONSERVATION

Energy conservation program will be implemented through measures taken

both on energy demand and supply as given in Figure 6.1

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FIGURE - 6.1: FLOW DIAGRAM FOR ENERGY CONSERVATION

Energy conservation will be one of the focuses during the Residential

Complex planning and operation stages. The conservation efforts would

consist of the following:

Energy Saving Practices

Purchase of energy efficient appliances

Constant monitoring of energy consumption and defining targets for

energy conservation

Adjusting the settings and illumination levels to ensure minimum energy

used for desired comfort levels

Installing programmable on/off timers and sensors for low occupancy

areas

Use of compact fluorescent lamps and low voltage lighting.

Sunscreen films on windows to reduce heating inside the buildings

6.3 FIRE PROTECTION AND HANDLING SYSTEM

As a part of fire protection and handling system, the following facilities are

proposed

Supply Demand Energy

Conservation

Use energy –efficient DG Sets

Exploring the possibilities of

introducing renewable energy

Reduce Consumption

Use energy –efficient

appliances

Create guest awareness

Residential Complex




Fire water storage at ground level

Fire Hose reels in each floor

Portable fire extinguishers in each floor and near electrical installations

Smoke detectors and automatic sprinkler system in vulnerable areas

Diesel pump for fire protection

Emergency lamps in each floor and on stair cases

Smoke exhausters will be provided in basement and cellars

6.4 ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

Apart from having an Environmental Management Plan, it is necessary to

have a permanent staff charged with the task of ensuring its effective

implementation of mitigation measures and to conduct environmental

monitoring. The major duties and responsibilities of the person – in - charge

shall be as given below:

To implement the environmental management plan,

To assure regulatory compliance with all relevant rules and regulations,

To ensure regular operation and maintenance of pollution control

devices,

To minimize environmental impacts of operations by strict adherence

to the EMP.

To initiate environmental monitoring as per approved schedule.

Review and interpretation of monitored results and corrective

measures in case monitored results are above the specified limit.

Maintain documentation of good environmental practices and

applicable environmental laws as ready reference.

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Maintain environmental related records.

Coordination with regulatory agencies, external consultants, monitoring

laboratories.

Maintain of log of public inconvenience and the action taken

6.4.1 ENVIRONMENTALMONITORING

The purpose of environmental monitoring is to evaluate the effectiveness of

implementation of Environmental Management Plan (EMP) by periodically

monitoring the important environmental parameters within the impact area,

so that any adverse effects are detected and timely action can be taken.

The following areas will be monitored regularly;

1) Raw water quality of Bore well water and tanker water (whenever

used) will be monitored regularly to ensure suitability for drinking or

other domestic usage.

2) The treated water quality shall also be checked on a regular basis

particularly at the points of actual use.

3) Water consumption in various areas and for different users will be

measured on a regular basis. Water measurement devices will be

included in the design itself so that representative water consumption

data can be obtained and measures of control instituted.

4) Raw and Treated Sewage will be monitored for general parameters like

pH, SS, COD, BOD and Oil & Grease. Also, residual chlorine and

coliforms will also be monitored for treated effluent.

5) Ambient air quality within the project area will be monitored quarterly

in a year for Pm2.5, PM10, SO2, NOx & CO.

6) Stack emissions with respect to PM, SOx, and NOx level will be regularly

monitored from all stacks. The DG stack emissions especially are

Residential Complex




regulated as per G.S.R- 489(E) dated July 9th, 2002 and compliance to

these or TSPCB standards if any, will be ensured.

7) Noise levels will be checked at regular interval near service block with

DG sets, boilers, compressors and HVAC system, near STP and other

noise generating areas.

8) Quantity of solid waste generation will also be measured for the

different types of solid waste.

9) Quantity of hazardous wastes generated (waste lube and transformer

oil) shall be measured on a regular basis and records of disposal

maintained as per the Hazardous Waste (Management & Handling

Rules, 2003).

10) Numbers of used lead-acid batteries disposed off to authorized

vendors/ dealers will be monitored and requisite records maintained.

6.4.2 AWARENESS AND TRAINING

Training and human resource development is an important link to achieve

sustainable operation of the facility and environmental management.

For successful functioning of the project, relevant EMP’s should be

communicated to the following groups of people:

Employees

Employees must be made aware of the importance of waste segregation

and storage, water and energy conservation. This awareness can be

provided through leaflets and periodic in house meetings. They should be

informed of their responsibilities for successful operation of various

environmental management schemes inside the premises.

Site Staff

Relevant personnel at site must be trained for the following:

Residential Complex




Collection, Segregation and Storage of the solid and waste generated

during oil change.

Operation and maintenance of Sewage Treatment Plant and

reclamation system

Requirements of the Emergency Response Plan in case of an

emergency.

Techniques for waste minimization, water conservation and energy

conservation

Applicable environmental, health and safety regulations and

compliance requirements for the same.

Functioning of the Environmental Management System including

environmental monitoring, reporting and documentation needs.

6.4.3 RECORD KEEPING AND REPORTING

Record keeping and reporting of performance is an important management

tool for ensuring sustainable operation of the proposed project. Records

should be maintained for regulatory, monitoring and operational issues.

Typical record keeping requirements for the project site is summarized in

Table – 6.6: RECORD KEEPING REQUIREMENTS

Parameter Particulars

Solid Waste

Handling and

Disposal

Daily quantity of waste generated and sent for disposal

Sewage Treatment Daily quantity of raw and treated sewage

Quantity and point of usage of treated wastewater

Treated wastewater quality

Regulatory Licenses

(Environmental) Environmental Permits / Consents from TSPCB / MOEF

Copy of Waste manifests as per requirement

Monitoring and

Survey Records of all monitoring carried out as per the

finalized Monitoring protocol.

Other Log book of compliance

Employee environmental, health and safety records

Equipment inspection and calibration records,

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where applicable

Vehicle maintenance and inspection records

6.4.4 BUDGET FOR EMP:

The details of activities and expenses to be incurred on EMP are presented

below.

TABLE - 6.7: BUDGET FOR EMP

The recurring expenditure includes maintenance of green area & landscape,

monitoring of environmental attributes and maintenance & operation of STP

and rain water harvesting system.

Recurring Expenditure & Corpus fund:

The budget for the components of EMP will be a part of project cost while the

recurring expenditure will be met from the maintenance charges collected

from residents on monthly basis. A corpus fund will be created by the builder

by collecting amount from residents to meet the maintenance and

replacement of equipment in the long run

6.4.5 ENVIRONMENTAL MANAGEMENT

At least one permanent employee (Environmental Officer) with adequate

educational and professional qualification and experience to discharge

responsibilities related to environmental management including statutory

compliance, pollution prevention/ waste minimization, environment

S. No Component Amount Rs Lakhs

1 Dust Suppression 5.0

2 STP & storm water management 100.0

3 Acoustic enclosures to DG sets 50.0

4 Green Belt Development 25.0

5 Rainwater Harvesting 20.0

Total 200.0( 1% of the total

project cost) Recurring Expenditure 20.00 ( per annum)

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monitoring, preventive maintenance of pollution control equipment, green

belt development and maintenance will be employed by the project

proponent. The Environmental Officer will be responsible for all issues related

to environmental management at proposed project and will report directly

to the management.

6.4.7 CONCLUSION

Thus overall, it’s evident that the project aims at maximizing the project

benefits to the people around the site, the region and the state in general. As

discussed in the study, appropriate measures would be taken to mitigate

negative impacts on the residents. The benefits along with mitigation

measures to tackle any adverse impact on the socio-economic conditions

should aim at creating most conducive situation for the project to operate

and maximize benefits of the socio-economic status of the society and

residents existing around the project site

Residential Complex




CHAPTER–7

7.0 BENEFITS OF THE PROJECT

The project would benefit the project area in many aspects as detailed

below:

1. The project would provide residential apartments

2. The project also ensures healthy and comfortable living environment.

3. The improvements in the physical infrastructure of the project result in

the development of Residential and service activities in the

surroundings.

4. The implementation of project contributes to improvements in the

social infrastructure like roads, housing, water supply, electrical power,

drainage, educational institutions and hospitals etc., in the locality.

5. The project would create employment potential for skilled, semi-skilled

and unskilled labor both during construction and operational phases of

the project to local population.

6. Also project improves aesthetics of the area with the development of

greenery

Residential Complex




CHAPTER– 8

8.0 CONCLUSION

The proposed project is aimed at developing residential flats. The proposed

site is away from city traffic and located in serene environment which will

give comfort to residents. Adequate care is taken to protect, preserve and

improve the environment around the site. About 3162.36 Sq.mts of the area

earmarked for development of greenery. It is proposed to take water from

Bore wells. However as soon as public water availability comes to the area,

permission would be obtained for public water supply. Further rain water

harvesting structures proposed to enhance the ground water of area. The

waste water is proposed to be treated in ecologically friendly treatment

methodology and re-use back.

As the site is well connected with existing road net work no additional impact

will be there on existing roads. Enough parking place is proposed to be

developed for vehicles within the complex.

Thus the project is environmentally viable and sustainable.

HYDERABAD METROPOLITAN DEVELOPMENT AUTHORITY

13 March, 2018Date :Letter No : 009358/LU/P5/HMDA/12032018

LAND USE INFORMATION

District Commercial Complex, Tarnaka, Hyderabad

To,

G HARI BABU AND OTHERS

723/A, ROAD NO.37, JUBILEE HILLS, HYDERABAD

500033

Sir / Madam,

Sub:-HMDA - Furnishing of Land Use Information.

Ref:-Your application No. 009358/LU/P5/HMDA/12032018,dated: 12 March, 2018.

With reference to your application cited, the details of Land Use Information as per statutory provisions of

Extensive Modification to the Master Plan of HUDA AREA (excluding the erstwhile MCH area and the newly

extended area of Huda) notified by the Govt. Vide G.O.Ms.No.288, MA dt:3.04.2008 is furnished hereunder:

Survey No. Land Use

150 Residential Use Zone and proposed 60mtrs and 30mtrs Two (2) roads passing

through the Sy.No. and affected Junction.

:

151 Residential Use Zone and proposed 60mtrs road passing through the Sy.No. and

proposed 30mtrs road affected.

:

152 Residential Use Zone and proposed 30mtrs road passing through the Sy.No. :




: Bachpalle: Bachupally

: Medchal-Malkajgiri

: Zone-1 Medchal

VILLAGE

MANDAL

ZONE SEGMENT

DISTRICT

NOTE:

1. This information does not bar any public agency or department including the HMDA from acquisition of Lands

for Public purpose or from converting the Land Use at any time as per the Law.

2. This information shall not be used as the proof of any title to the Land.

3. This information shall not be used as the sole reason for obtaining exemption from the provisions of

U.L.C.Act.1976.

4. This information does not provide any development permission under the APUA (Dev)

Act.1975./HMDA Act 2008

5. Land use information does not guarantee that any Lay-Out or Building permission will be granted by competent

authority. Any Building/Lay-Out permission will have to examined and granted by competent authority based

on Building/Lay-Out/Land use Rules and conditions.

6. This letter is solely for information purpose only.

7. The Land Use Certificate is given on the Basis of Cadastral data shown in MDP-2031

8. The Water bodies shall also be read as per revenue records.

Application No.: 009358/LU/P5/HMDA/12032018 Page 1 of 2

Yours faithfully,

Junior Planning officer , HMDA

Copy to:

Copy to the Special Officer, ULC, Hyderabad for kind information.

Copy to the Collector for kind information.

Application No.: 009358/LU/P5/HMDA/12032018 Page 2 of 2

Name : S LALITHA GRACEDesignation : Junior PlanningOfficerDate : 13-Mar-2018 13: 07:48

22.45m

SITE PLAN

NORTH

PROPOSED

EXISTING

DEMOLISHED

SCALE : 1 : 200ALL DIMENSIONS ARE IN METERS

TITLE:-

AIR BLOWER

DUTY + STANDBY

Y Y

sepreator

SECTION " Y Y"

water tank inlet cover

0.15 thk r.c.c. slab cover

sepreatorSOFT WATER

0.15 thk r.c.c. slab cover

HARD WATER

water tank inlet cover

0.15 Th. R.C.C.SLAB COVER

0.23 Th. R.C.C.WALL

PLAN OF WATER SUMP

sump capacity :12.0(L)x4.0(w)x2.1(D)

1,00,000.00 Liters

0.15 Th. P.C.C. BED

6.00

3.0

2.1

0

METAL LADDER RUNGS

MS GALVANISED REBAR

FILTER FEED PUMP

DUTY + STANDBY

OUTLET PIPE TO FELTER FEED TANK

GRAVITY FLOW

CONCRETE FILTER FEED TANK

(BY CLIENT) ~24 mCONCRETE TREATED WATER

TANK (BY CLIENT) ~24 m

WL.

WL.WL.

AA

DRAIN PIT

CONCRETE

TREATED WATER

TANK

(BY CLIENT)

~24 m

CONCRETE

FILTER FEED

TANK

(BY CLIENT)

~24 m

CONCRETE SOLID

SEPERATION TANK

(BY CLIENT)

~24 m

CONCRETE

EQUALISATION

TANK

(BY CLIENT)

~24 m

RAW SEWAGE PUMPS

DUTY & STANDBY

INFLUENT

METAL LADDER RUNGS

MS GALVANISED REBAR

MAN HOLE COVER

600mm x 600mm

BAR SCREEN CHAMBER

BAR SCREEN BUCKET

FILTER FEED PUMPS

DUTY & STANDBYCONTINUOUS FILTER

(DUTY)

(STANDBY)

3.0

M

DOOR FOR ACCESS

TO STP AREA FROM

UPPER BASEMENT.

4.00M

(NOT TO SCALE)

SECTION AT COMPOUND WALL

SECTION AT 'A.A'.

0.30M.

0.30M.

BRICK

WALL

.23THK.

C.R.S

C.C.BED

1650

XX

PLAN OF PERCULATION PIT

SECTION AT 'X-X'

COARSE SAND

20MM METAL

G L

40MM METAL

13.00m

EN

TRY

78

.21

m

129.54m

57

.98

m

13

.00

m

13.00m

2M GREENERY

18

6.4

4m

RP

31.70m

52

.68

m

31.68m

5.40m

78

.05

m

6.00m 34.36m

6.0

0m

40

.11

m

57

.98

m

6.4

8m

SUMPCELLAR FLOOR

RETAINING WALL

CELLAR FLOOR

RETAINING WALL

CELLAR FLOOR

RETAINING WALL

CELLAR FLOORRETAINING WALL

CE

LL

AR

FL

OO

R

RE

TA

ININ

G W

AL

L

Transformer

yard3x3

Garb

age b

inG

arb

age b

inG

arb

age b

in

Garbage binGarbage bin

Ga

rba

ge

bin

Ga

rba

ge

bin


S.T.P

SITE BOUNDARY

SITE BOUNDARY SITE BOUNDARY

SITE BOUNDARY

127.76m

GROUND FLOOR PLAN

3.26m

3.28m

5.40m

14.4

0m

14

.40

m

3.1

0m

3.0

0m

5.4

M W

ide

1:8

In R

am

p fro

m

gro

un

d flo

or to

ce

llar flo

or

5.4

M W

ide

1:8

Ou

t Ra

mp

from

Ce

llar flo

or to

Gro

un

d flo

or

34

.01

m

14.39m

13.0

0m

13.00m

13

.00

m

13.0

0m

13.00m

13.00m

22.45m1

3.0

0m

13.15m

2M GREENERY2M GREENERY

RP

RPRP

RP

2M GREENERY

2M

GR

EE

NE

RY

2M

GR

EE

NE

RY

2M

GR

EE

NE

RY

2M

GR

EE

NE

RY

2M GREENERY2M GREENERY

2M

GR

EE

NE

RY

2M

GR

EE

NE

RY

2M GREENERY

RP

RP

RP

RP

RP

RP

RP

RP

RP

RP

RP

RPRPRP

RPRP

RP

RP

BLOCK-A BLOCK-B BLOCK-C

BLOCK-D

BLOCK-E

BLOCK-F

B

2M

GR

EE

NE

RY

2M

GR

EE

NE

RY

2M GREENERY

2M

GR

EE

NE

RY

2M

GR

EE

NE

RY

13.00m

8.67m

8.40m

THIRD FLOOR AREA

TOTAL AREA : 3,545.88 sqmts

: 590.98 SqmtsGROUND FLOOR AREA

* CLUB HOUSE

FOURTH FLOOR AREA

SECOND FLOOR AREA

FIRST FLOOR AREA

* Ninth floor area

* Eight floor area

: 25,793.36 Sqmts (or) 30,848.60 Sqyds

3162.36 Sqmts (12.26%)Proposed Totlot area :

Area Statement :-

2579.01 Sqmts (10.00%)Required Totlot area :

Total Plot area : 6.37 Acres (or)

No of floors : 2 cellars + Ground floor + 14 floors (44.85 m)

: 3,545.88 sqmts (3.29%)

: 37,115.37 sqmtsRequired Total Parking area

: 1140 nosTotal no of flats

amenities : 1560.18 sqmtsRequired Parking area (44%)

Residential

: 35,555.19 sqmtsRequired Parking area (33%)

: 37,841.16 sqmts (35.12%)Total area

: 22,862.09 sqmts2nd Cellar floor area

: 14,979.07 sqmts1st Cellar floor area

: 6,688.50 sqmts

Proposed Club house area

: 1,07,743.02 sqmts Total area

* Seventh floor area

* Sixth floor area

* Fifth floor area

* Fourth floor area

* Third floor area

* Second floor area

* First floor area

* Ground floor area

* Tenth floor area

* Eleventh floor area

* Twelveth floor area

* Thirteenth floor area

* Fourteenth floor area

Proposed Parking:

: 2,693.57 sqmts (2.50%)Required Club house area

: 7,218.18 sqmts

: 590.98 Sqmts

: 590.98 Sqmts

: 590.98 Sqmts

: 590.98 Sqmts

Flats Total build up area

2 cellars Total build up area

Amenities Total build up area

Total build up area : 1,49,130.06 sqmts

UP

LIFT2.44X1.96

W1 W1

W1

W1 W1

W1

BANQUET HALL

17.04X33.55

Reception

MD

D2L.TOILET

3.00X1.88V

D2

G.TOILET3.00X1.88

V

CLUB HOUSE

GROUND FLOOR PLAN

17.38m

13

.36

m

13

.87

m

14

.07

m

14

.42

m

14

.62

m

(SCALE :1:200 )

BELONGING:-

PLAN SHOWING THE PROPOSED RESIDENTIAL

1.Sri. Gaddipati Hari Babu.

APARTMENT IN SY. NO. 151 and 152 OF

BACHUPALLY VILLAGE,PRAGATHINAGAR

GRAMPANCHAYAT, BACHUPALLY MANDAL,

MEDCHAL,MALKAJGIRI DISTRICT.

RP

RP

RP

RP

RP

RP

RP

RP

RP

RPRPRPRP

RPstrom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

stro

m w

ate

r sl

ope

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

stro

m w

ate

r sl

ope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

strom water slope

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

RP

str

om

wate

r slo

pe

str

om

wate

r slo

pe

str

om

wate

r slo

pe

RP

RP

strom water slope

strom water slope

strom water slope

MAN HOLE

MAN HOLE

strom water linestrom water line

strom water line

str

om

wate

r lin

estr

om

wate

r lin

estr

om

wate

r lin

estr

om

wate

r lin

estr

om

wate

r lin

e

strom water linestrom water linestrom water line

str

om

wate

r lin

estr

om

wate

r lin

estr

om

wate

r lin

estr

om

wate

r lin

e

* BLOCK -A

EIGHT FLOOR AREA

SEVENTH FLOOR AREA


NINTH FLOOR AREA

SIXTH FLOOR AREA

FIFTH FLOOR AREA

FOURTH FLOOR AREA

TOTAL AREA : 20,139.55 Sqmts

THIRD FLOOR AREA

SECOND FLOOR AREA

FIRST FLOOR AREA

TENTH FLOOR AREA

ELEVENTH FLOOR AREA

TWELETH FLOOR AREA

THIRTEENTH FLOOR AREA

FOURTEENTH FLOOR AREA

* BLOCK -B

EIGHT FLOOR AREA

SEVENTH FLOOR AREA


NINTH FLOOR AREA

SIXTH FLOOR AREA

FIFTH FLOOR AREA

FOURTH FLOOR AREA


THIRD FLOOR AREA

SECOND FLOOR AREA

FIRST FLOOR AREA

TENTH FLOOR AREA

ELEVENTH FLOOR AREA

TWELETH FLOOR AREA



: 910.81 Sqmts

13.0

0m

13

.00

m

13.00m13.00m 13.82m

13.72m

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 1349.14 Sqmts

* BLOCK -E

EIGHT FLOOR AREA

SEVENTH FLOOR AREA


NINTH FLOOR AREA

SIXTH FLOOR AREA

FIFTH FLOOR AREA

FOURTH FLOOR AREA

TOTAL AREA

THIRD FLOOR AREA

SECOND FLOOR AREA

FIRST FLOOR AREA

TENTH FLOOR AREA

ELEVENTH FLOOR AREA

TWELETH FLOOR AREA



: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

: 910.81 Sqmts

MD

10.01m 2.44m

22.45m

6.9

6m

3.0

0m

6.9

6m

9.78m

MD

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.3

8m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.0

0m

3.0

0m

Ele

ctr

ical du

ct

Ele

ctr

ical duct

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

14

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

12

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

V V

D1

D1

D2

D2 D2

W1

W1

10

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03

D2

1.5

2m

WID

E

BA

LC

ON

Y

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

3.0

0m

6.9

6m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

04

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

11

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

W

6.9

6m UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

GARBAGE CHUTE

DR

YW

ET

UP

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

13

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

3.0

0m

3.0

0m

10.0

0m

3.0

0m

6.9

6m

2.44m10.01m

Ele

ctr

ical duct

1.5

2m

WID

E

BA

LC

ON

Y

1.07m wide

utility

W2D2

KITCHEN

2.44X2.30

BED ROOM

3.96X3.35

TOILET

3.25X2.10

DRAWING

3.25X3.25

VTOILET

2.31X1.32

V

W1

W1

DINING/LIVING

4.17X6.10

W

6.96m

10.0

1m

07

plu

mb

ing

sh

aft

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

3.0

0m

MD

10.01m 2.44m

22.45m

6.9

6m

3.0

0m

6.9

6m

9.78m

MD

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.3

8m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.0

0m

3.0

0m

Ele

ctr

ical du

ct

Ele

ctr

ical duct

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

14

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

12

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

V V

D1

D1

D2

D2 D2

W1

W1

10

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03

D2

1.5

2m

WID

E

BA

LC

ON

Y

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

3.0

0m

6.9

6m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

04

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

11

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

W

6.9

6m UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

GARBAGE CHUTE

DR

YW

ET

UP

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

13

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

3.0

0m

3.0

0m

10.0

0m

3.0

0m

6.9

6m

2.44m10.01m

Ele

ctr

ical duct

1.5

2m

WID

E

BA

LC

ON

Y

1.07m wide

utility

W2D2

KITCHEN

2.44X2.30

BED ROOM

3.96X3.35

TOILET

3.25X2.10

DRAWING

3.25X3.25

VTOILET

2.31X1.32

V

W1

W1

DINING/LIVING

4.17X6.10

W

6.96m

10.0

1m

07

plu

mb

ing

sh

aft

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

3.0

0m

22.45m

MD

10.01m 2.44m

22.45m

6.9

6m

3.0

0m

6.9

6m

9.78m

MD

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.3

8m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.0

0m

3.0

0m

Ele

ctr

ical du

ct

Ele

ctr

ical duct

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

14

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

12

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

V V

D1

D1

D2

D2 D2

W1

W1

10

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03

D2

1.5

2m

WID

E

BA

LC

ON

Y

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

3.0

0m

6.9

6m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

04

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

11

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

W

6.9

6m UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

GARBAGE CHUTE

DR

YW

ET

UP

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

13

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

3.0

0m

3.0

0m

10.0

0m

3.0

0m

6.9

6m

2.44m10.01m

Ele

ctr

ical duct

1.5

2m

WID

E

BA

LC

ON

Y

1.07m wide

utility

W2D2

KITCHEN

2.44X2.30

BED ROOM

3.96X3.35

TOILET

3.25X2.10

DRAWING

3.25X3.25

VTOILET

2.31X1.32

V

W1

W1

DINING/LIVING

4.17X6.10

W

6.96m

10.0

1m

07

plu

mb

ing

sh

aft

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

3.0

0m

MD

10.01m 2.44m

22.45m

6.9

6m

3.0

0m

6.9

6m

9.78m

MD

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.3

8m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.0

0m

3.0

0m

Ele

ctr

ical du

ct

Ele

ctr

ical duct

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

14

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

12

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

V V

D1

D1

D2

D2 D2

W1

W1

10

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03

D2

1.5

2m

WID

E

BA

LC

ON

Y

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

3.0

0m

6.9

6m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

04

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

11

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

W

6.9

6m UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

GARBAGE CHUTE

DR

YW

ET

UP

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

13

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

3.0

0m

3.0

0m

10.0

0m

3.0

0m

6.9

6m

2.44m10.01m

Ele

ctr

ical duct

1.5

2m

WID

E

BA

LC

ON

Y

1.07m wide

utility

W2D2

KITCHEN

2.44X2.30

BED ROOM

3.96X3.35

TOILET

3.25X2.10

DRAWING

3.25X3.25

VTOILET

2.31X1.32

V

W1

W1

DINING/LIVING

4.17X6.10

W

6.96m

10.0

1m

07

plu

mb

ing

sh

aft

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

3.0

0m

22.45m

MD

10.01m 2.44m

22.45m

6.9

6m

3.0

0m

6.9

6m

9.78m

MD

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.3

8m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.0

0m

3.0

0m

Ele

ctr

ical duct

Ele

ctr

ical duct

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

14

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

12

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

V V

D1

D1

D2

D2 D2

W1

W1

10

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03

D2

1.5

2m

WID

E

BA

LC

ON

Y

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

3.0

0m

6.9

6m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

04

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

11

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

W

6.9

6m UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

GARBAGE CHUTE

DR

YW

ET

UP

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

13

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

3.0

0m

3.0

0m

10.0

0m

3.0

0m

6.9

6m

2.44m10.01m

Ele

ctr

ical duct

1.5

2m

WID

E

BA

LC

ON

Y

1.07m wide

utility

W2D2

KITCHEN

2.44X2.30

BED ROOM

3.96X3.35

TOILET

3.25X2.10

DRAWING

3.25X3.25

VTOILET

2.31X1.32

V

W1

W1

DINING/LIVING

4.17X6.10

W

6.96m

10.0

1m

07

plu

mb

ing

sh

aft

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

3.0

0m

MD

10.01m 2.44m

22.45m

6.9

6m

3.0

0m

6.9

6m

9.78m

MD

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.3

8m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.0

0m

3.0

0m

Ele

ctr

ical duct

Ele

ctr

ical duct

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

14

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

12

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

V V

D1

D1

D2

D2 D2

W1

W1

10

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03

D2

1.5

2m

WID

E

BA

LC

ON

Y

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

3.0

0m

6.9

6m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

04

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

11

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

W

6.9

6m UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

GARBAGE CHUTE

DR

YW

ET

UP

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

13

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

3.0

0m

3.0

0m

10.0

0m

3.0

0m

6.9

6m

2.44m10.01m

Ele

ctr

ical duct

1.5

2m

WID

E

BA

LC

ON

Y

1.07m wide

utility

W2D2

KITCHEN

2.44X2.30

BED ROOM

3.96X3.35

TOILET

3.25X2.10

DRAWING

3.25X3.25

VTOILET

2.31X1.32

V

W1

W1

DINING/LIVING

4.17X6.10

W

6.96m

10.0

1m

07

plu

mb

ing

sh

aft

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

3.0

0m

TOT-LOT-7

TOT-LOT-6

22.45m

MD

10.01m 2.44m

22.45m6.9

6m

3.0

0m

6.9

6m

9.78m

MD

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.3

8m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.0

0m

3.0

0m

Ele

ctr

ical duct

Ele

ctr

ical duct

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

14

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

12

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

V V

D1

D1

D2

D2 D2

W1

W1

10

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03

D2

1.5

2m

WID

E

BA

LC

ON

Y

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

3.0

0m

6.9

6m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

04

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

11

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

W

UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

GARBAGE CHUTE

DR

YW

ET

UP

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

13

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

3.0

0m

3.0

0m

10.0

0m

3.0

0m

6.9

6m

2.44m10.01m

Ele

ctr

ical duct

1.5

2m

WID

E

BA

LC

ON

Y

1.07m wide

utility

W2D2

KITCHEN

2.44X2.30

BED ROOM

3.96X3.35

TOILET

3.25X2.10

DRAWING

3.25X3.25

VTOILET

2.31X1.32

V

W1

W1

DINING/LIVING

4.17X6.10

W

6.96m

10.0

1m

07

plu

mb

ing

sh

aft

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

3.0

0m

MD

10.01m 2.44m

22.45m6.9

6m

3.0

0m

6.9

6m

9.78m

MD

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.3

8m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

3.0

0m

3.0

0m

Ele

ctr

ical duct

Ele

ctr

ical duct

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

14

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

12

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

V V

D1

D1

D2

D2 D2

W1

W1

10

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

10.01m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03

D2

1.5

2m

WID

E

BA

LC

ON

Y

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

9.78m

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

3.0

0m

6.9

6m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

04

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

11

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

W

6.9

6m UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

W1

1.5

2m

WID

E

BA

LC

ON

Y

D2

6.9

6m

plu

mb

ing

sh

aft

GARBAGE CHUTE

DR

YW

ET

UP

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

D2

1.5

2m

WID

E

BA

LC

ON

Y

6.9

6m

plu

mb

ing

sh

aft

UP

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

13

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

3.0

0m

3.0

0m

10.0

0m

3.0

0m

6.9

6m

2.44m10.01m

Ele

ctr

ical duct

1.5

2m

WID

E

BA

LC

ON

Y

1.07m wide

utility

W2D2

KITCHEN

2.44X2.30

BED ROOM

3.96X3.35

TOILET

3.25X2.10

DRAWING

3.25X3.25

VTOILET

2.31X1.32

V

W1

W1

DINING/LIVING

4.17X6.10

W

6.96m

10.0

1m

07

plu

mb

ing

sh

aft

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

LIFT

2.44X1.83

3.0

0m

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

* BLOCK -C

EIGHT FLOOR AREA

SEVENTH FLOOR AREA


NINTH FLOOR AREA

SIXTH FLOOR AREA

FIFTH FLOOR AREA

FOURTH FLOOR AREA


THIRD FLOOR AREA

SECOND FLOOR AREA

FIRST FLOOR AREA

TENTH FLOOR AREA

ELEVENTH FLOOR AREA

TWELETH FLOOR AREA



: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

* BLOCK -D

EIGHT FLOOR AREA

SEVENTH FLOOR AREA


NINTH FLOOR AREA

SIXTH FLOOR AREA

FIFTH FLOOR AREA

FOURTH FLOOR AREA


THIRD FLOOR AREA

SECOND FLOOR AREA

FIRST FLOOR AREA

TENTH FLOOR AREA

ELEVENTH FLOOR AREA

TWELETH FLOOR AREA



: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

* BLOCK -F

EIGHT FLOOR AREA

SEVENTH FLOOR AREA


NINTH FLOOR AREA

SIXTH FLOOR AREA

FIFTH FLOOR AREA

FOURTH FLOOR AREA


THIRD FLOOR AREA

SECOND FLOOR AREA

FIRST FLOOR AREA

TENTH FLOOR AREA

ELEVENTH FLOOR AREA

TWELETH FLOOR AREA



: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 1349.14 Sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts : 7,218.18 sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts

: 7,218.18 sqmts

B

A A

10.01m 2.44m 10.01m22.45m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

10.01m

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

9.78m

MD

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

07

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

9.78mW1

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

10

W1

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

9.78mW1

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

LIFT

2.44X1.83

LIFT

2.44X1.83

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03DINING/LIVING

6.50X3.15

BED ROOM

3.66X3.25

TOILET

1.42X1.37

1.60m wide

utility

KITCHEN

2.74X1.78

W1

W

V

W1

W1

MD

D1

D2

D2

04

UP

UP

LIFT

2.4X2.0

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

D2

D2 D2

D2 D2

D2 D2

D2 D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

10.01m 2.44m 10.01m22.45m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

3.0

0m

6.9

6m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

01

10.01m

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

05

9.78m

MD

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

07

9.78m

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

02

9.78mW1

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

06

W1

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

10

W1

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.15

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.56X2.31

1.07m wide

utility

MD

V V

W

D1

D1

D2

D2 D2

W1

W1

08

9.78mW1

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

2.4

4m

WID

E C

OR

RID

ER

LIFT

2.44X1.83

LIFT

2.44X1.83

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35 TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

MD

D1

D1D2

V V

W2

W1

W1

W

D2 D2

03DINING/LIVING

6.50X3.15

BED ROOM

3.66X3.25

TOILET

1.42X1.37

1.60m wide

utility

KITCHEN

2.74X1.78

W1

W

V

W1

W1

MD

D1

D2

D2

04

UP

UP

LIFT

2.4X2.0

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

1.5

2m

WID

E

BA

LC

ON

Y

D2

D2 D2

D2 D2

D2 D2

D2 D2

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

DINING/LIVING

5.49X3.15

BED ROOM

3.96X3.05

BED ROOM

3.96X3.35TOILET

1.45X2.31

TOILET

1.32X2.31

KITCHEN

2.51X2.31

1.07m wide

utility

D1

D1D2

V V

W2

W1

W1

W

D2 D2

09

D2

1.5

2m

WID

E

BA

LC

ON

Y

plu

mb

ing

sh

aft

TOT-LOT-8

916.93 Sqmts

61.23 Sqmts

49.73 Sqmts

TOT-LOT-5

TOT-LOT-4

61.23 Sqmts

49.73 Sqmts

TOT-LOT-10

TOT-LOT-9

61.23 Sqmts

49.73 Sqmts

TOT-LOT-12

TOT-LOT-11

61.23 Sqmts

49.73 Sqmts

599.73 Sqmts

414.79 Sqmts

787.07 Sqmts

FIFTH FLOOR AREA : 590.98 Sqmts

Total cars : 1141 nos

: 701 nosNo of cars in 2nd Cellar floor

: 440 nosNo of cars in 1st Cellar floor

: 1140 nosNo of two wheelers

: 1,07,743.02 sqmts

: 3,545.88 sqmts

13.00m13.00m

RP

31.70m

5.40m

6.00m 34.36m

SUMP CELLAR FLOOR

RETAINING WALL

CELLAR FLOOR

RETAINING WALL



Transformer

yard

3x3



S.T.P

SITE BOUNDARY

SITE BOUNDARY SITE BOUNDARY

SITE BOUNDARY

3.26m

3.28m

5.40m

14.39m

22.45m 13.00m

13.00m

22.45m

13.00m

13.15m

RP

RPRP

RP

RP

RP

RP

RP

RP

RP

RP

RP

RP

RP

RP

RPRPRP

RP

RP

RP

RP

BLOCK-A BLOCK-B BLOCK-C

BLOCK-E

BLOCK-F

17.38mW1

W1

D2

V

D2

V

CLUB HOUSE

GROUND FLOOR PLAN

22.45m

22.45m

22.45m

9.78m

9.78m

9.78m

7.15m

6.73m

9.78m

Cellar Ventilation

Duct

Cellar Ventilation

Duct

9.78m

7.11m

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

TOT-LOT

TOT-LOT

10.01m 2.44m 10.01m22.45m

10.01m 2.44m 10.01m22.45m22.45m

10.01m 2.44m 10.01m

10.01m 2.44m 10.01m

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

TOT-LOT

TOT-LOT

10.01m 2.44m 10.01m22.45m

10.01m 2.44m 10.01m22.45m

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

TOT-LOT

TOT-LOT

10.01m 2.44m 10.01m22.45m

10.01m 2.44m 10.01m22.45m

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

TOT-LOT

TOT-LOT

10.01m 2.44m 10.01m22.45m

10.01m 2.44m 10.01m22.45m

BLOCK-D

9.78m

9.78m

9.78m

7.15m

6.73m

9.78m

Cellar Ventilation

Duct

Cellar Ventilation

Duct

9.78m

7.11m

Cellar Ventilation

Duct

Cellar Ventilation

Duct

Cellar Ventilation

Duct

22.45m10.01m 2.44m 10.01m

10.01m 2.44m 10.01m

: 70 nosExtra cars

: 13,592.41 Sqmts

* ALL BLOCKS AREA :

: 37,841.16 sqmts (35.12%)

chapter –1 1.0 introduction - welcome to...

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