CONCEPTUAL PLAN

PROPOSED

AFFORDABLE HOUSING COMPLEX,

TIMES GALAXY

On

Block No. 142, O.P. No. 48, F.P.No.21,

T.P.S. No. 44(Jahangirabad),)

Adajan

Surat

Gujarat

2

TABLE OF CONTENTS

Sr no Description Page no

1 Company introduction 4

2 Project location 4

3 Project cost 6

4 Project description 6

4.1 Infrastructural features 6

4.2 Built-up area summary 6

5 Electricity 6

5.1 Power requirement 6

5.2 Source of power 7

5.3 Electrical load demand 7

5.4 Substation and power supply 7

5.5 Power factor control 7

5.6 Captive generation 7

5.7 Earthing 8

6 Energy conservation details 8

7 Water & waste water system 8

7.1 Sources of Water 9

7.2 Waste Water System 10

8 Environmental management during construction and operation phase

10

9 Proposed Parking Projection 12

10 Rainwater Harvesting and Storm Drainage 13

11 Green belt development 14

12 Objectives of risk assessment 14

12.1 Risk identification and risk mitigation 14

12.2 Disaster management plan 14

12.3 Safety measures 15

13 Building management system 16

14 Risk of earthquake 17

15 Emergency management group 17

3

ANNEXURES

Sr No DESCRIPTION

1 Lay out plan

2 Floor wise layout plan

3 Elevation plan

4 Parking plan & Basement plan

5 Air NOC application copy

6 HFL level Certificate/ Map

4

1.0 COMPANY INTRODUCTION

Our Group is a success story spanned across decades and continues to achieve higher

targets relentlessly for quality performance and service in diverse fields of Civil

Construction.

The group has made an impact on the supply side of the modern day living. A style that

has been the dream of new class of consumers, a style encompassing the whole range of

consumption pattern of the young and the upcoming consumers that has become

synonym.

The higher standards are set by the group in its pursuit to position Gujarat at par with

the developed economies of the India and with a vision to be and remain at the

commanding height of Real Estate Business.

The development of proposed facility falls under Item No. 8 (a) in Notification vide S.O.

1523(E) dated 14th September 2006 issued by Ministry of Environment and Forest and

amended there after and accordingly need to obtain prior environmental clearance from

respective committee before starting the project activities. Formal EIA / EMP, Public

consultation is not required for this project as per EIA notification and can be

considered directly for appraisal for grant of the Environmental clearance on basis of

conceptual plan.

2.0 PROJECT LOCATION

Proposed Facility will be developed at Block No. 142, O.P. No. 48, F.P.No.21, T.P.S. No.

44(Jahangirabad),) Adajan, Surat, Gujarat. The latitude and longitude of proposed site

are 21°13'44.56"N and 72°46'41.97"E. Site plan is enclosed herewith as Figure.

Site Selection Criteria

Before selecting the sites following points have been considered.

• Proposed project is within SMC

• No National park or Wildlife Sanctuary falls within 10 KM radius of project site.

• No ecological sensitive areas such as tropical forests, biosphere reserves fall within 10

KM radius of proposed site.

5

Project Location:

Salient Feature of the Site

Feature Description

Plot. No.

Village

City

State

Block No. 142, O.P. No. 48, F.P.No.21,

T.P.S. No. 44(Jahangirabad)

Adajan, Surat,

Gujarat

Latitude and Longitudes of the project site 21°13'44.56"N

72°46'41.97"E

Mean Sea Level 17 m

Total area acquired

Total Built up area

8750.00 sq. mt.

34063.52 sq. mt.

Type of Land Private residential land

Nearest railway station Surat –7.51 Km (SE)

National Highway NH.No. 8 (~21km)

Nearest Air port Surat– 12.14 Km (SW)

National park/Reserved forest None Within 10 km Radius

Ratan J Batliboi Architects

6

3.0 PROJECT COST

The estimated project cost for establishing all facility with basic amenities is anticipated

to be around Rs.56.00 crore (Approx), which shall contain

� 3 nos of building having 13 floors

� 1 nos of building having 12 floors

� 356 residential flat

4.0 PROJECT DESCRIPTION

4.1 Infrastructural features

Following facilities will take shape up as Project:

• Children Play area

• Garden with Jogging park

• Clubhouse for society

4.2 Built up area summary

Summary of built up area is given in table

all are in sq.mt.

5.0 ELECTRICITY

5.1 Power Requirement

The proposed development is for residential purpose. The Electrical Energy is required

for meeting the Lighting, Computer Power, Air conditioning, Water Pumps, etc.

7

The design of entire electrical installation will be based on the following standards and

codes: Indian Standard Specifications, Indian Electricity Act, Indian Electricity Rules,

IEEE Regulations, IEEE wiring code, National Building Code, National Fire Protection

Authority, National Electrical Code, Chief Fire Officer, and Tariff Advisory Committee of

Fire Insurance.

5.2 Source of Power

The Power to the Complex will be available from DGVCL. The Power will be available at

66 KV 500 MA Fault level from supply authority. As per our experience the quality of

the power is not very good. The Variation is to very large extending hence

Transformers with OLTC and having tap setting of -15% to + 15% are proposed.

5.3 Electrical Load Demand

The Estimated Electrical load requirement of the proposed Development is 1780 KW.

5.4 Substation and Power supply

To meet the above said Electrical load requirement of complex, the Power from M/s.

DGVCL, the Supply Power Company in Gujarat, is to be received at 66 KV from their

Receiving Station. The power is then stepped down to 11KV in the Substation located

inside the plot area. This 11KV power is to be distributed to individual flats through a

Ring Main System.

5.5 Power Factor Control

The power factor of the installation is proposed to be maintained above 0.95 & close to

unity at the Main MV Panel of every block. The power factor control shall be through

automatic power factor control relay that will switch on and off the capacitors as and

when required.

5.6 Captive Generation

With regards to selection of Diesel Generating Set (DG Set) for the complex, it is

proposed to go in for back up for the utilities services in the event of Grid Power

Failure. Hence it is proposed to install 6 Nos of 62.5 KVA Silent working Radiator

cooled DG sets. The Acoustical Enclosure shall be provided for the DG Set. Each DG will

have its own Day oil fuel tank of capacity 100 liters each. For the street lighting &

the other common plot areas, it is proposed to have solar based power system

for every 10th light.

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5.7 Earthing

Earthing (Copper) will be of Ashlok make Pipe earthling type. The resistance to the

earth will be maintained below 1 ohm. The Earth Grid shall be made and be kept ready

in the Electrical Room for the further necessary distributing tap-off as required by other

agencies.

6.0 ENERGY CONSERVATION DETAILS

SR.

NO

Building

Envelopes

ECBC Recommendations for Climate Zone

(Surat)

Additional Parameters Suggested To

Achieve ECBC Requirements

24-Hr Use

Buildings(Maximu

m U -Factor)

Daytime Use

Buildings(Maximum

U-Factor)

Configuration U-VALUE

1

EXPOSED ROOF

0.261 W/m² °C

(0.046

Btu/Hr-Ft²-°F)

0.409 W/m² °C

(0.072

Btu/Hr-Ft²-°F)

RCC SLAB of 150mm

thickness with 75mm Brick

Coba & 12mm clay tile

above along with 75 mm

thick INSULATION

(4 layers of 8mm Kinifoam

or Eq. or underdeck 30 mm

phenotherm / 50 mm TF

quality EPS)

0.26 W/m² °C

(0.045 Btu/Hr-

Ft²-°F)

2 EXTERNAL WALL 0.44 W/m² °C

(0.077 Btu/Hr-Ft²-°F)

0.44 W/m² °C

(0.077 Btu/Hr-Ft²-°F)

PLASTERED AAC WALL with

15mm plaster

0.44 W/m² °C

(0.077 Btu/Hr-

Ft²-°F)

3 FENESTRATION

NORTH-

ORIENTATION

GLAZING

6.922 W/m² °C

SC - 0.4

6.922 W/m² °C

SC - 0.40

ORDINARY (6mm) CLEAR

FLOAT GLASS

6.25 W/m² °C

SC - 0.56

NON-NORTH

ORIENTATION

3.3 W/m² °C

SC - 0.25

3.3 W/m² °C

SC - 0.25

THAI ASAHI GLASS (6mm

clear reflective+A12+6mm

clear low) DOUBLE

GLAZING

3.29 W/m² °C

SC - 0.43

7.0 WATER & WASTE WATER SYSTEM

For the proposed facility major water requirement is for domestic purpose. During the

construction phase expected water requirement will be 15 KL /day and during the

operation phase water requirement will be 230.0 kl/day. Break up of water consumption

pattern is as below:

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Construction Phase:

Sr.No. Purpose Water Requirement Wastewater Generation

Quantity

(KLD) Remarks

Quantity

(KLD) Remarks

1. Domestic water for labour

2.7 @ 45 Liter/P/D for 60 workers

2.1 Disposed through Soak pit and Septic Tank

2. Dust suppression 1.2 - - Evaporation Losses

3. Washing of construction

equipment

4.2 - 2.8

30-35% loss on washing; rest will be collected and reused for curing.

4. Curing 6.9+ 2.8 - - Evaporation Losses

Fresh Water (KLD) 17.8

2.1

Disposed through Soak pit and Septic Tank

Recycle Water from

Washing of construction equipment (KLD)

2.8

Total Fresh water 15 KLD

Operation Phase:

Sr. No.

Description

Water

Consumption

(KL/Day)

Sewage

Generation

(KL/Day)

Quantity of sewage to be discharged into sewer (KL/Day)

1. Domestic : (356 Residential Units x 4.5 Person per Unit

x 140 Liter/Day )

224.0 180.0 Disposed through SMC drain

2. Gardening : (1200 sq. m. Gardening Area x 5.0 Liter/sq. m./Day)

6.0 Nil Nil

Total (1+2) 230.0 180.0 Disposed through SMC drain

7.1 Sources of Water

Water will be made available from SMC for the proposed development. The water main

shall be networked around the main internal roads. For every Flat, a tap-off point from

the main line shall be provided along with a metering arrangement.

7.2 Waste water System

In the proposed facility there will be no industrial activities, water will be utilized only for

the daily human activities; this generated wastewater will be the domestic in nature. Its

full capacity maximum wastewater generation will be 180 kl/day. Waste water will be

discharge in to SMC drain.

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8. ENVIRONMENTAL MANAGEMENT DURING CONSTRUCTION & OPERATION PHASE

Construction phase usually results in temporary environmental pollution only. Such

pollution is mainly due to site preparation, civil works, transportation, storage & handling

of different kinds of materials, construction workers sanitation etc. These are usually

short-term impacts as compared to those during operational phase.

During operational phase, usually long term impacts are envisaged. The recommended

environmental pollution control measures for the various positive and negative, short

term and long term impacts identified and predicted are tabulated as under:

Recommended Mitigation Measures during Construction Phase and Operation Phase of Infrastructure Facilities

Type of Impact Mitigation measures

Air Environment

Construction Phase

a) Excavation

b) Vehicular movement

a) Excavation:

During excavation due care shall be taken that the

excavator shall not release the sand from higher elevation.

The piling of sand shall be done uniformly and proper

storage shall be maintained to avoid dusting because of

wind. If required temporary windshield barrier shall be

provided with help of galvanized sheets and bamboos.

Water Sprinkling shall be done continuously on the site and

periodically on the roads where vehicle movement is more

b) Vehicular movement

The proper maintenance of construction machines shall be

ensured and the engine oils and filter shall be replaced

regularly. When the machinery is not in use the engine shall

be switched off.

Operation phase

a) Vehicular movement

b) Emission from the DG

set

a) Vehicular movement

All vehicles shall be properly maintained and should have

valid PUC registration. This has to be checked periodically.

b) Emission from the DG set

D.G set will be stand by or utilized in case of emergency

during the power failure. Monthly maintenance work will be

carried out.

Noise Environment

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CONSTRUCTION PHASE During the construction phase the noise levels are expected

to rise due to movement of vehicles, equipments and

heavy machinery. The mitigation measures will include

maintenance of the vehicles and heavy machinery and

provision of personal protective equipment to the workers

working in high noise level.

OPERATION PHASE The DG set will generate high noise. Noise from DG set will

be controlled by providing an acoustic enclosure or by

treating the room acoustically. Personal protective

equipment like earplugs and earmuffs shall be provided.

Water Environment

CONSTRUCTION PHASE

Sewage wastewater

OPERATION PHASE

Sewage wastewater

Sewage wastewater:

If is the main pollution parameter during this phase.

Sewage wastewater shall be disposed through soak

pit/septic tank.

Sewage wastewater

Domestic waste water will be disposed through SMC Drain.

Soil Quality

CONSTRUCTION PHASE i) During construction phase major solid waste

generated is construction and domestic solid waste. The

construction waste will be utilized for leveling and road

construction in plant premises

ii) Excess Excavated material to be utilized for site leveling

or form development or sold to other construction company

as per guidelines

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal /

Reuse

Top Soil 875 m3

(Plot Area

8750.00

m2 * 0.1 m=

875m3)

875 m3

(Green belt

Area 1200 m2

* 0.73 m =

875 m3)

875 m3 of excavated

Top Soil Utilized for

greenbelt development

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Other

excavated

earth

14961.01m3

(Basement

area

5249.48

m2* 2.85

m=14961.0

1 m3)

3937.5 m3

(Plot area

8750.00 m2*

0.45 m=

3937.5 m3)

11023.51 m3 of other

excavated earth shall

be utilized for other

project after payment

of necessary royalty if

any

Construction

debris

15kg/day Nil Sold off to recyclers

Steel scrap 15kg/day

Discarded

packing

materials

6kg/day

OPERATION PHASE I) Very small quantity of used oil shall be

generated from the DG set. This shall be sent to approved

recycler or rousers.

II) The solid wastes generated during operation phase will

consist of:

Organic waste Waste vegetables and food

Inorganic waste Papers, Cartons, Thermocol,

Plastics, Polythene bags, Glass

Estimated Qty. Generation:

356 Residential units x 4.5 person per unit x 300

gm/person/day = 480 Kg/Day

Note:- For Solid waste segregation at source will be

adopted and wet waste will be processed within

premises using OWC.

Recyclable material shall be disposed as per the practice

of SMC.

The proposed project shall take adequate measures to control air, water, solid and noise

and / or thermal pollution generated, if any.

9. PROPOSED PARKING PROJECTION

Designated parking space has been provided as per NBC code, summary of same is as

follows.

Uses FSI Area Parking Requirement as per the GDCR

Total Proposed Parking Area to be provided

Residential Area 23493.44 15% 3524.02 6899.49

Total 3524.02 6899.49

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Parking Summary for Residential Units

Use

Parking Requirement as per the

NBC

Parking Space Proposed to be

Provided

Floor Area* No. of

Flats CPS* Location

Parking

area(m2) ECS**

Residential 90 m 2 or less floor area of Flat ,

356 178 Basement 4890.96 153

Hollow plinth 1778.42 64

Surface 230.11 10

Total 178 Total 6899.49 227

10. RAIN WATER HARVETSING AND STORM DRAINAGE The storm drainage above ground will essentially cater for the seasonal rain. The major

part of discharge will be from the roof. The flat roof will have a general slope of 1 in

100 the screed towards the periphery.

Rainwater harvesting bore well calculations:

Required Recharging borewell = Net area of Plot (8750.00 sq. mt.)

4000

=2.18 (3 nos. Provided)

Rain Water Harvesting Scheme

Filtration Pits

Harvested and Stored In fire water tank

Harvested and Stored In beautification tank

Overflow From tank ( i.e. Inlet of Recharge Pipe Shall Remain Above

Full Supply Level ) Recharges to Ground Aquifers Via Recharge Wells

When The Aquifer Does Not Accept Water through Recharge Well, Overflow Will Go to the External Strom Water Drains

Storm Water Run-Off from Paved / Green Field Area

Roof Top Run-Off

RAIN WATER HARVESTING

Filtration Pits

3 Nos. Of Recharge Wells

Surat municipal Storm Drain

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11. GREEN BELT DEVELOPMENT

Total Plot area : 8750.00 mt

Area for green Belt : 1200 sq. mt

No of tree to be planted : 300

Varieties of trees are proposed to be planted in green belt. The landscapes are

colourfully developed by planting decorative plants like Lantena, Ferucaria, Nerium,

Durenta, Helicornia bushes etc and trees like Pletoforum, Bottelpalm.

12. OBJECTIVES OF RISK ASSESSMENT

The objectives of the Risk Assessment are to identify potential risk from the proposed

infrastructure facility and suggest the risk mitigation measures in order to ensure safe

conditions. Another very important objective is to design disaster management plan.

The risk analysis assessment study essentially covers the following:

12.1 Risk Identification and Risk Mitigation

From the facility of proposed project except fire and natural calamity like flood and

earth quake, there is no other probable risk.

For mitigation of fire risk in near by vicinity, it has proposed full-fledged fire system

with all necessary fire fighting equipments. A proper fire detection and alarm system

shall be installed. For fast and effective communication, an advanced communication

system shall also be installed. For proper handling and management of any eventuality,

an Emergency Control Center shall be established. Emergency power supply shall be

provided at all vulnerable points.

All infrastructure facility of proposed project shall be designed and constructed as per

the requirement of the local seismic zone criteria.

12.2 Disaster Management Plan

NATURE OF HAZARDS AND OCCURRENCES

NATURE OF HAZARD POTENTIAL AREAS / LOCATIONS

Fire hazards � Near electrical substation, equipment etc.

� Near DG set

Explosion hazard � DG set

� Transformers

Bursting of pipe lines & vessel � Instrument and service air pipelines

15

12.3 Safety Measures

Fire Protection System

The fire protection system for the premises will be designed to meet the requirements

specified by the Chief Fire Officer / NBC.

Broadly the fire protection system will comprise of the following.

• Hydrant system - Wet Riser system.

• External Hydrant.

• Sprinkler system.

• Pumps.

Wet Riser System

Wet riser system consists of wet riser pipes 150mm diameter which will be located in

the fire ducts. These pipes are connected at the bottom with main fire pump drawing

water from underground total storage of capacity 1,00,000 liters.

These pipes are in turn connected to landing valves (hydrant) and first aid hose reels

provided at every floor. On each landing 2 hose of 15 m each will be provided. All this

will be housed in an fire hose cabinet with glass front. The spacing of fire hose cabinet

within the premises will be such that any location is within 30m radius of the hose

station.

External Hydrant

External Hydrant will be provided within the confines of the site area. These will be

tapped from the wet riser mains and will run underground. The hydrants will be

accompanied with hose box housing 2 nos. 15 m RRL canvass hose, branch pipe and

nozzles. Courtyard hydrants will be spaced at every 45 meters interval and /or as per

CFO’s NOC.

Sprinkler System

The entire villa premises shall be sprinkler protected. Chrome plated pendent type

sprinklers will be provided. The sprinkler wet risers will be provided with flow switch

and isolation valves at every floor. From the isolation valve tenants can provide the

sprinklers at every floor according to actual requirements. The sprinkler riser will be

tapped from the underground ring main. Each zone will have an isolation valve and flow

switch, which will be wired to the Annunciation panel. The sprinkler system will be

separate with its own set of piping, pumps and panels.

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Fire Extinguisher

Portable Fire Extinguisher dry chemical powder type, 5 Kg capacity will be provided in

the lobby and Public areas. CO2 type extinguisher 5 Kg / 10 Kg capacity will be

provided for the electrical rooms and AHU areas.

Fire Alarm System

Fire Alarm Control Panel: The Entire building shall be provided with Fire Alarm

Detection System. The building Fire Alarm System will have integrated fire detection

and public address system comprising:

i. Analogue addressable smoke & heat detectors and manual call points.

ii. Informative Fire-warning signals, inclusive of visual alarms in occupied Areas

(strobes).

The system provides coverage for all normally occupied and circulation spaces which

are under the common areas. The Fire Alarm panel will have adequate number of

active loops are per the requirement of the common areas and also the panel shall be

of expandable type so that additional loops can be added to cater to the floors as per

the requirement of the tenants if they desire so else the Tenants’ Fire Alarm Panels

status shall be monitored from the complex’s main Fire Panel and the Tenants are to

ensure that the Potential free contact to be given to the main penal of the builder to

enable the fire status to be known to the central system. The Local Panel installation in

the Tenants area and its further local distribution shall be in the scope of the Tenants

only.

Fire Alarm system shall be connected with Hooters, Break Glass Units (ie., Manual Call

points) as required.

13. BUILDING MANAGEMENT SYSTEM

The building management system (BMS) is a microprocessor based multi-tasking multi-

level system, which centralizes the monitoring, operation and management of a

building’s facilities to achieve more efficient operation. The three levels of monitoring

done by BMS are.

• Management Control

• System Control Panel

• Local Control Panel

• The local control panel provides microprocessor based multitasking system with

resident full capability software, which enables it to perform all Digital Direct

Control, Energy Management, Facility Management and all logic and math

functions. The local controls panel functions both as a stand-alone and as a part of

17

the integrated network with compatibility for Analogue and Digital I/O points.

• The system controller provides communication upwards to the Management Level,

peer-peer communication and downward to the local control.

• The Management level is a computer based man-machine interface comprising a

personal computer, a printer, an operator at this level can access data from and

issue common to points anywhere in the system.

The monitoring and control points for each utility and equipment are as Follows:

UTILITY EQUIPMENT MONITOR & ALARM

CONTROL MANAGEMENT

1) Electrical & mechanical DG Set

Status

Run time Energy

Run time

Energy

2) Water Supply Storage Tanks

Hi Lo & Overflow Inflow

Inflow

Pumps Status Start/Stop Run time

Sump pumps Overflow Hi low

Start/Stop

3) Fire Detection & Fire Fighting

Fire zones All supply fans Atrium fans

The BMS room will be located at the Ground level. This would accommodate BMS,

CCTV, FACP fire panel etc. This BMS room will act as main control Room from which all

operations can be monitored continuously.

14. RISK OF EARTHQUAKE

The risk of an earthquake in the region may not be ruled out. The earthquakes

expected may not exceed moderate intensity as the region is at center of Indian Plate

and intra plate earthquakes rarely exceed magnitude of 4.5.

15. EMERGENCY MANAGEMENT GROUP

In case of major emergency such as fire or natural calamity emergency management

group shall act as tabulated under.

TEAM RESPONSIBILITY

Fire Fighting

Team

� To rush to fire spot and extinguish fire.

� To seek help from outside fire fighting agencies.

� To evacuate persons effected.

Communication

Team

� To maintain the communication network in working condition.

� To attend urgent repairs in the communication system, if

required.

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� To arrange messengers for conveying urgent messages when

needed.

Security Team � To man all gates.

� To ban entry of unauthorized persons.

� To permit with minimum delay, the entry of authorized personnel

and outside agencies, vehicles etc. who have come to help.

� To allow the ambulance / evacuation vehicles etc. to go through

the gates without normal checks.

Administration

Team

� To rescue the casualties on priority basis.

� To make arrangement of vehicles during emergency evacuation to

shift causality to hospitals.

� To transport casualties to first aid post, safe places or medical

centers.

� To account the personnel.

� To help in search for missing personnel.

� To pass information to the kith and kin of fatal or serious injured

persons.

Medical Team � To arrange first aid material / stretchers immediately and reach to

site of accident.

� To arrange for immediate medical attention through primary

health center.

� To arrange for sending the casualties to various hospitals and

nursing homes etc.

19

Annexure: 1

Lay out plan

20

Annexure:2

Floor wise layout plan

21

Annexure:3

Elevation plan

22

Annexure:4

Parking plan & Basement Plan

23

Annexure:5

Air NOC application copy

24

Annexure:6

HFL level Certificate/ Map