PROPOSED COMMERCIAL - RESIDENTIAL COMPLEX, VACANZA HOMES

at Block No.-112, F.P No.18, O.P No.-57, Final T.P.S No.-43 (Bhimrad) Surat. Gujarat

TABLE OF CONTENTS

1. COMPANY INTRODUCTION ...... 3 2. PROJECT LOCATION ...... 3 3. PROJECT COST ...... 4 4. PROJECT DESCRIPTION ...... 5 4.1 Infrastructural features ...... 5 4.2 Built up area summary ...... 5 5. ELECTRICITY ...... 5 5.1 Power Requirement ...... 5 5.2 Source of Power ...... 6 5.3 Electrical Load Demand ...... 6 5.4 Substation and Power supply ...... 6 5.5 Power Factor Control ...... 6 5.6 Captive Generation ...... 6 5.7 Earthing ...... 6 6. ENERGY CONSERVATION DETAILS ...... 7 7. WATER & WASTE WATER SYSTEM ...... 8 7.1 Sources of Water ...... 9 7.2 Waste water System ...... 10 7.3 Details of Water Conservation Measures: ...... 10 8. ENVIRONMENTAL MANAGEMENT DURING CONSTRUCTION & OPERATION PHASE ...... 10 9. PROPOSED PARKING PROJECTION ...... 16 10. RAIN WATER HARVETSING AND STORM DRAINAGE ...... 17 11. GREEN BELT DEVELOPMENT ...... 19 12. OBJECTIVES OF RISK ASSESSMENT ...... 20 12.1 Risk Identification and Risk Mitigation ...... 20 12.2 Disaster Management Plan ...... 20 12.3 Safety Measures ...... 21 13. BUILDING MANAGEMENT SYSTEM ...... 22 14. RISK OF EARTHQUAKE ...... 24 15. EMERGENCY MANAGEMENT GROUP ...... 24

ANNEXURES Sr No DESCRIPTION 1 Lay out plan 2 Floor wise layout plan 3 Elevation plan 4 Parking plan & Basement plan 5 Airport NOC 6 HFL certificate 7 Details of STP 8 Undertakings 9 Pervious Environmental Clearance and it’s compliance 10 Construction Format

2 1. 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. PROJECT LOCATION Proposed Facility will be developed at Final T.P. S No.-43 (Bhimrad), Block No.-112, O.P No.-57, F.P No.18, Surat, Gujarat. The latitude and longitude of proposed site are 21° 8'14.50"N and 72°48'17.17"E. Site plan is enclosed here with as Figure.

Site Selection Criteria

Before selecting the sites following points have been considered.

 Proposed project is adjacent to 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.

3 Project Location:

Salient Feature of the Site Feature Description Plot. No. Final T.P. S No.-43 (Bhimrad), Block No.- 112, O.P No.-57, F.P No.18, Village Surat, City Gujarat State Latitude and Longitudes of the project site 21° 8'14.50"N and 72°48'17.17"E. Mean Sea Level 16 m Total area acquired 6404.00 sq. mt Total Built up area 24838.82 sq. mt Type of Land Private Residential land Nearest railway station Surat – 8.01 Km (NE direction) National Highway National Highway NH. No. 8 (~16.7 km) Ratan J Batli Nearest Air port Nearest Airport Surat–6.99 Km (SW Direction) National park/Reserved forest None Within 10 km Radius

3. PROJECT COST The estimated additional project cost for expansion of facility with basic amenities is anticipated to be around Rs. 1.50 crore (Approx.), entire project now shall contain

 1 nos of Commercial cum residential Buildings having 14th floors

4 . 1 nos of Residential Buildings having 14th floors

. 234 Residential Units and 24 Commercial units

4. PROJECT DESCRIPTION 4.1 Infrastructural features

Following facilities will take shape up as Project:

 Garden with jogging park

 Clubhouse for society

4.2 Built up area summary

SSSSummary of built up area is given in table

all are in sq.mt.

5. 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.

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

5 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 1300 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 4 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.

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 6. ENERGY CONSERVATION DETAILS Details of provisions to make the project energy efficient and adoption of modes of alternative eco-friendly sources of energy, solar street lighting etc. Measures proposed to comply with the ECBC norms / other international norms proposed for energy conservation. Efforts will be taken for energy conservation using passive solar architecture wherever it is possible as under….

 Maximum utilization of natural light.

 Roof-top thermal insulation.

 LED lighting fixtures in the common areas.

 Appropriate design to shut out excess heat and gain loss.

 Aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.

 Use of solar energy in external lighting, and solar panel calculations are as below

Solar Panels Calculation:

o 50 kw lighting Through solar system

o For 1 kw system, area required = 150 sq. ft

o For 50 kw, area required = 150 x 50 = 7500 sq.ft. = 696.77 sq.mt.

o 1 solar panel = size (1mx2m), supplies 300 w (0.3 kw) energy (5-hour sunlight)

o No. of solar panels required = 50 / 0.3 = 167 panels

o No. of solar panels provided on roof top (including passage and other areas lighting) = 167 Panels

 Following precaution will be taken during selection of material…

SR. Building ECBC Recommendations for Climate Additional Parameters Suggested to Achieve NO Envelopes Zone (Surat) ECBC Requirements

24-Hr Use Daytime Use Configuration U-VALUE Buildings Buildings (Maximum U - (Maximum U- Factor) Factor)

7 1 EXPOSED ROOF 0.261 W/m² °C 0.409 W/m² °C RCC SLAB of 150mm thickness 0.26 W/m² °C with 75mm Brick Coba & 12mm

clay tile above along with 75 mm thick INSULATION

(0.046 (0.072 (4 layers of 8mm Kinifoam or Eq. (0.045 Btu/Hr- Ft²-°F) Btu/Hr-Ft²-°F) Btu/Hr-Ft²-°F) or underdeck 30 mm phenotherm / 50 mm TF quality EPS)

2 EXTERNAL WALL 0.44 W/m² °C 0.44 W/m² °C PLASTERED AAC WALL with 0.44 W/m² °C 15mm plaster (0.077 Btu/Hr-Ft²- (0.077 Btu/Hr-Ft²- (0.077 Btu/Hr- °F) °F) Ft²-°F)

3 FENESTRATION

NORTH- 6.922 W/m² °C 6.922 W/m² °C ORDINARY (6mm) CLEAR FLOAT 6.25 W/m² °C ORIENTATION GLASS SC - 0.4 SC - 0.40 SC - 0.56 GLAZING

NON-NORTH 3.3 W/m² °C 3.3 W/m² °C THAI ASAHI GLASS (6mm clear 3.29 W/m² °C ORIENTATION reflective+A12+6mm clear low)

DOUBLE GLAZING

SC - 0.25 SC - 0.25 SC - 0.43

 Glass Characteristic: the entire residential building envelope has been optimized by choice of materials and providing insultation where ever applicable. The thermal characteristics of glass are given as below:

Glass specifications:

o For north glazing Max U value= 3.30 W/m² °C

o For other glazing Max U value= 3.30 W/m² °C

7. 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 101 kl/day. Break up of water consumption pattern is as below:

Construction Phase:

Sr. No. Purpose Water Requirement Wastewater Generation

Quantity Quantity Remarks Remarks (KLD) (KLD)

@ 45 Domestic water for Disposed through 1. 2.7 Liter/P/D 2.1 labour Soak pit and Septic for 60

8 workers Tank

2. Dust suppression 1.2 - - Evaporation Losses

Washing of 30-35% loss on washing; rest will be 3. 4.2 - 2.8 construction collected and reused equipment for curing.

4. Curing 6.9+ 2.8 - - Evaporation Losses

Fresh Water (KLD) 17.8 Disposed through Recycle Water from Washing of 2.1 Soak pit and Septic 2.8 construction equipment (KLD) Tank

Total Fresh water 15 KLD

Operation Phase:

Sr. Water Sewage Quantity of sewage to Description Consumption Generation be discharged into No. (KL/Day) (KL/Day) sewer (KL/Day)

1. Domestic: 98 131 64 KLD of treated sewage (66 KLD recycled will be disposed through (234 Residential Units water) SMC drain after x 5 Person per Unit x treatment in the STP. 140 Liter/Day)

2. Commercial: 3 4 (2 KLD recycled (24 Commercial Units water) x 4 Person per Unit x 45 Liter/Day)

3. Gardening: 3 KLD recycled Nil water (600 sq. m. Gardening Area x 5.0 Liter/sq. m./Day)

Total (1+2+3) 101 (71 KLD 135 recycled water)

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.

9 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 135 kL/day. Waste water will be discharge in to SMC drain. Liquid effluent generated during operation phase will be recycled back for flushing and gardening purpose (71 KLD), while 65 KLD will be discharge in to SMC drain after treatment in the STP. Details of STP is enclosed as annexure 7.

7.3 Details of Water Conservation Measures:  Construction phase:

 An on-site adequate sanitation facility is provided and sewage will be disposed into SMC U/G drain.

 Equipment washed wastewater will be reused for curing activity.

 Pressure coke will be provided for construction water usage line.

 To aware the construction workers with help of banners to save water during different activity.

 Operation stages:

 We will keep a provision to install aerated coke (Foam Type) in wash basins, kitchen, low flush water closets in toilet and pressure reducing valves in water pipeline.

 Rain water harvesting system will be adopted.

 Collected rain water will be recharge into ground water.

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:

10 Recommended Mitigation Measures during Construction Phase and Operation Phase of Infrastructure Facilities Type of Impact Mitigation measures

Air Environment

Construction Phase

a) Excavation 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 b) Vehicular movement 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 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 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

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

11 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 Sewage wastewater: 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

after treatment in the STP

OPERATION PHASE Measures proposed to prevent Odour nuisance due to Sewage wastewater the STP Operation:

o STP design will be based on MBBR type having efficient operation

o Tree plantation shall be carried out the periphery of the STP plant.

o Adequate air shall be provided to maintain the DO level in the aeration tank.

o The generated sludge shall be treated immediately in filter press and shall be disposed properly as per norms.

o Odor will create due to septic condition in aeration tank. So blower should run continuously and also air distribution should be proper.

o Wastewater should be free of plastic bag or any other large size material to prevent clogging/choking.

o There should be no spillage and leakage in pipe or any

12 unit.

o There should be provision of appropriate vent where it is required.

o If treated effluent is having an odor, then pressure sand filter and activate carbon filter will be used for tertiary treatment.

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. As per the policy of SMC vide resolution no: 1621/2016, date: 10-10-2016, all developers have to pay Rs. 17/- Per sq. mt as initial deposits to the authorized agency toward C & waste handling at the time of plan approval. SMC has authorized M/s Surat Green Precast Pvt. Ltd. (a SPV created for C&D waste management in Surat city with SMC) for 20 years vide resolution no. 592/2016.

ii) Excess Excavated material to be utilized for site leveling or form development or sold to other construction company as per guidelines

Generation Quantity to be Mode of Disposal / (m3) reused (m3) Reuse

Top Soil 640 m3 600 m3 600 m3 of excavated Top Soil (Plot Area (Green belt Utilized for 6404 m2 * 0.1 Area 600 m2 * greenbelt m= 640 m3) 1 m = 600 development m3)

Other 8,528.76 m3 - 8,568.76 m3 of excavated other excavated (BA 2436.79 earth earth shall be m2* 3.5 m= utilized for other 8475.6 3) project after payment of necessary royalty

Construction 15kg/day Nil Sold off to debris recyclers Steel scrap 15kg/day

13 Discarded 6kg/day packing materials

DETAILS OF USE OF ECO-FRIENDLY BUILDING MATERIAL:

Sr. Name of fly ash-based To be used at No product

1. Fly ash brick Wall Partition

2. Aerated block Wall Partition

3. Paving block Parking areas & walk way

4. RMC (Ready Mix Concrete) Flooring, foundation

5. Lead free paints Wall, Ceiling

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 150-180 Kg/day Waste vegetables and food

Inorganic 300-330 Kg/day Papers, Cartons, Thermocol, Plastics, waste Polythene bags, Glass etc.

STP Sludge 25 Kg/day

Compost from 70 Kg/day OWC

Estimated Qty. Generation:

234 Residential units x 5 person per unit x 400 gm/person/day = 468 Kg/Day

24 Commercial units x 4 person per unit x 400 gm/person/day = 39 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.

14 It is Proposed to install organic waste convertor for kitchen waste having capacity of 200 kg/day. Kitchen waste will be collected separately using two bin system on daily basis. Collected waste will be treated in organic waste convertor, the machine takes organic waste as input and to create manure starter. The OWC uses proprietary technology to optimally homogenize, aerate and hydrate waste. The processed waste is transformed into FCO compliant manure that can be used on site in gardens or agriculture

Item Specifications

Electrical Supply 3ph

Connected Load (HP) 1.5 HP (Max)

Space required for OWC (in mm) H 1660 X W 1420 X L 3310

Space for Activated Carbon Filter (in mm) 600 H x 400 W x 800 L

Space to be left from all sides 3ft. from all sides of the machine (Not Mandatory but recommended)

15 Layout of OWC plant

Budgetary provision for Environmental Management Plan:

S. No. Description Cost (Rs. In Lakhs) 1. Sewage Treatment Plant including dual plumbing 95 2. Landscaping & Gardening 10 3. Solid waste Management 8 4. Rainwater harvesting 6 5. Energy Conservation 20 Total Cost 139

Year wise Budgetary provision for Recurring expenses

st nd rd th th Year 1 year 2 year 3 year 4 year 5 year

Amount in 4.5 4.5 5.0 5.0 5.5 lakhs

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.

16 Parking Requirement Total Proposed Parking Uses FSI Area as per the GDCR Area to be provided

Residential Area 17065.99 20% 3413.198 5227.73

Commercial Area 561.24 50% 280.62 295.92

Total 3693.818 5523.65

Parking Summary for Residential Units

Parking Requirement as per the Parking Space Proposed to be NBC Provided Use No. of Parking Floor Area CPS Location ECS units area(m2)

Residential 3 car park for every 234 175 Basement 2086.04 66 4 unit Hollow plinth 1035.23 37

Commercial 1 car park for every 24 11 Surface 2402.38 105 50 m2

Total 187 Total 5523.65 208

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 (6404.00 sq. mt ) 4000 =1.60 (2 nos. Provided)

Rain Water Harvesting Scheme

17 RAIN WATER HARVESTING

Roof Top Run-Off Storm Water Run-Off from Paved / Green Field Area

Filtration Pits Filtration Pits

Harvested and Stored In beautification tank Harvested and Stored In fire water tank Overflow From tank (i.e. Inlet of Recharge Pipe Shall Remain Above Full Supply Level) Recharges to Ground Aquifers Via Recharge Wells Provided In pond

2 Nos. Of Recharge Wells

SMC Storm Drain When the Aquifer Does Not Accept Water through Recharge Well, Overflow Will Go to the External Strom Water Drains Through Specially Laid Pipes

Rain Water Harvesting Potential Calculations

Among the several factors that influence the rainwater harvesting potential of a site, eco-climatic conditions and the catchment characteristics are considered to be the most important. Runoff depends upon the area and type of the catchment over which it falls as well as surface features. All calculations relating to the performance of rainwater catchment systems involve the use of runoff coefficient to account for losses due to spillage, leakage, infiltration, catchment surface wetting and evaporation, which will all contribute to reducing the amount of runoff. (Runoff coefficient for any catchment is the ratio of the volume of water that runs off a surface to the volume of rainfall that falls on the surface).

S. No. Type of catchment Coefficients

Roof catchments

1 Tiles 0.8-0.9

2 Corrugated metal sheets 0.7-0.9

Ground surface coverings

3 Concrete 0.6-0.8

4 Brick pavement 0.5-0.6

Untreated ground catchments

5 Soil on slopes less than 10% 0.0-0.3

18 6 Rocky natural catchments 0.2-0.5

Based on the above factors the water harvesting potential of a site could be estimated as given below.

Total Area 6404 sq.m Ground Coverage area 1880.89 sq.m Internal Road and open Area 3923.11 sq.m Green Belt 600 sq.m

Open Land area Roof top Area Area of catchment (A) = 4523.11 sq.m 1880.89 sq.m Average annual rainfall ( R) = 1.2 m 1.2 m Runoff coefficient (C) = 0.55 0.8 Annual rain water harvesting AxRxC potential cu.m AxRxC cu.m 2985.25 cu.m 1805.7 cu.m

Total 4790.9 cu.m Annual Average

Rain water harvesting Proposed 1805.7 cu.m

11. GREEN BELT DEVELOPMENT Total Plot area : 6404.00 sq. mt Area for green Belt : 600 sq.mt No of tree to be planted : 100

Tree & lawn covered area with number & type of trees to be planted & year wise implementation details

Green Belt Area Statement

Type of tree Nos

Large tree such as Gulmohar, Jambu, Bakam Limdo, Chikoo, 100 kadam etc (Canopy width 3 to 4 m and distance between two trees 3 m) Medium and small tree such as Ashopalav, Jasud, Chameli 20 (Canopy width 2 to 2.5 m and distance between two trees 5 m)

100 (+20)

Total Green belt area 600 Sq. Mt

Total Tree Cover area 300 Sq. Mt

Total lawn area (100 % in COP) 300 Sq. Mt.

19 Total COP area 640.40 Sq. Mt

Year 1st year 2nd year 3rd year

Nos of tree 40(+10) 40 (+10) 20 (including all)

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

20 Bursting of pipe lines & vessel . Instrument and service air pipelines

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

21 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.

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.

22  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 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 & CONTROL MANAGEMENT ALARM

1) Electrical & mechanical DG Set Status Run time Run time Energy Energy 2) Water Supply Storage Hi Lo & Inflow Tanks Overflow Inflow Pumps Status Start/Stop Run time Sump pumps Overflow Hi low Start/Stop 3) Fire Detection & Fire Fire zones All supply fans Fighting 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.

23 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 . To rush to fire spot and extinguish fire. Team . To seek help from outside fire fighting agencies.

. To evacuate persons effected.

Communication . To maintain the communication network in working condition. Team . To attend urgent repairs in the communication system, if required.

. 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 . To rescue the casualties on priority basis. Team . 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.

24 . 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.

25

Annexure: 1

Lay out plan

26 PROPOSED HIGH- RISE RESIDENTIAL & COMMERCIAL BLDG. PLAN ON PRELIMINARY T.P.S NO.-43 (BHIMRAD), BLOCK NO.-112,O.P NO.-57 ,F.P NO.18, TA.- CITY,SURAT. LAYOUT PLAN 1/8

C.O.P.AREA CALCULATION 25.12 1) ½ (25.12 + 31.40) X 10.84 = 306.34 sq.mt. (1) 2) ½ (10.91 + 10.80) X 12.48 = 135.47 sq.mt.

PROP.SITE 10.84 31.40 3) ½ (18.92 + 10.46) X 10.80 = 158.65 sq.mt. 18.92 12.48 3 13.71 4) 2 X 4.36 X13.71 + (4.36) = 42.87 sq.mt. (3) (2) 3 2 X 13.71 10.91 4.36 10.80 (4) 10.46 = 643.33 sq.mt. A AREA STATEMENT S.Q.MTS. 1 AREA OF PLOT LIST OF DRGS. ATTACHED NO OF COPIES FLOOR AREA BUILT- UP AREA (in sq.mt) F.S.I. AREA (in sq.mt) (a) AS PER RECORD 6404.00 PLANS ELEVATION (b) AS PER SITE 6404.00 05 19 AREA STATEMENT BLDG- A BLDG -B BLDG- A BLDG -B SECTION 220 K.V H.T.LINE 2 DEDUCTION FOR PLOT AREA 6404.00 sq.mt. BASEMENT FLOOR 2436.79 -- -- (a) ROAD ALIGHNMENT -- GR. FLOOR 842.33 1038.56 280.62 -- -- PER. C.O.P. 10%: (b) ANY RESERVATIONS -- 6404.00 X 10% 640.40 sq.mt. 1ST FLOOR 787.45 804.92 314.89 692.65 TOTAL (a+b) -- 2ND FLOOR 658.94 787.17 561.91 692.65 PROP. C.O.P. AS PER CALCULATION: 643.33 sq.mt. 3RD FLOOR 658.94 787.17 561.91 692.65 3 NET AREA OF PLOT (1-2) 6404.00 REF DESCRIPTION OF LAST NET PLOT AREA = 6404.00 - 643.33 5760.67 sq.mt. DATE 4TH FLOOR 658.94 787.17 561.91 692.65 4 C.O.P. @ 10% ( 4108.00) 640.40 APPROVED PLANS (IF ANY) PER. F.S.I. AREA: (6404.00 X 1.80) 11527.20 sq.mt. 5TH FLOOR 658.94 787.17 561.91 692.65 4a PROPOSED C.O.P. 640.40 (less 15 % OF C.O.P. AREA = 15% X 643.33 96.50 sq.mt. 6TH FLOOR 658.94 787.17 561.91 692.65 4b BALANCE AREA OF PLOT (3-4a) 11430.70 sq.mt. 5763.60 NET PER. F.S.I. AREA: (11527.20 - 96.50) 7TH FLOOR 658.94 787.17 561.91 692.65 5 PERMISSIBLE F.S.I. @ 1.80= 6404.00 11527.20 ADD (+ 0.90) PAID F.S.I. (6404.00 X 0.90 ) 5763.60 sq.mt. 8TH FLOOR 658.94 787.17 561.91 692.65 5a (less 15 % OF C.O.P. AREA = 15% X 640.40 96.06 DESCRIPTION OF PROPOSED PROPERTY TOTAL (2.70) F.S.I (11430.70 + 5763.60 ) 17194.30 sq.mt. 9TH FLOOR 658.94 787.17 561.91 692.65 NET PERMISSIBLE F.S.I. 11431.14 PROPO. F.S.I. AREA: 17627.23 sq.mt. 10TH FLOOR 658.94 787.17 561.91 692.65

E 11TH FLOOR 658.94 787.17 561.91 692.65 6 ADD (+ 0.90) PAID F.S.I. (6404.00 X 0.90 ) 5763.60 PROPOSED HIGH- RISE RESIDENTIAL & COMMERCIAL KEY PLAN N F.S.I. CONSUMED (17627.23 / 6404.00) 2.75 12TH FLOOR 658.94 787.17 692.65 BLDG. PLAN ON FINAL T.P.S NO.-43 (BHIMRAD) S 561.91 TOTAL (2.70)F.S.I. AREA :- (11431.14+5763.60) 17194.74 RECHARGING BORE WELL: BLOCK NO.-112,O.P NO.-57 ,F.P NO.18, TA.- CITY,SURAT. SCALE - 1CM. = 20.00 MT. 13TH FLOOR 658.94 787.17 561.91 692.65 7 BUILT UP PERMISSIBLE W 6404.00 / 4000.00 = 1.601 SAY 2 UNIT. 14TH FLOOR 591.70 787.17 591.70 692.65 7a DEDUCTION FOR NORTH LINE SCALE REMARKS PROPO. RECHARGING BORE WELL 2 UNIT. STAIRCASE CABIN 99.59 96.99 -- -- NET PERMISSIBLE BUILT UP TOTAL 10228.35 12173.68 7930.13 9697.10 IV AS SHOWN IN PLAN 24838.82 sq.mt. 17627.23 sq.mt. (a) GROUND FLOOR (b) ALL FLOORS CERTIFICATE EXISTING FLOOR AREA AT (1) EXISTING STRUCTURE AND ADJOINING GROUND FLOOR V IS SEEN BY ME & NECESSARY PRECA COLOUR NOTE 8 PROPOSED AREA AT BUILT UP F.S.I. UTIONS WILL BE TAKEN FOR SMOOTH BASEMENT FLOOR 2436.79 PARKING WORKING WITHOUT DEFECT TO EXISTING WORK 12.00 MT. WIDE ROAD 1.PLOT BOUNDRY 2 EXISTING STREET GR.FLOOR 1880.89 280.62 MANHOLE CONNECTION IS VARIFIED BY ME BUILDING CONTROL LINE 1ST.FLOOR 1592.37 1007.54 (2) VARIFIED THAT THE PLOT UNDER 3.95 66.65 3.ALIGNMENT AREA 2ND.FLOOR 1446.11 1254.56 REFERENCE WAS SURVEYED BY 4.PERMISIBLE LINE 3.95 3RD.FLOOR 1254.56 4.56 RECHARGE 1446.11 ME ON DT. 15-04-18 AND THE 5. OPEN SPACE No colour BORE 4TH.FLOOR 1446.11 1254.56 DIMENSIONS OF SIDES ETC OF 6.00

6.00 6.EXISTING WORK 26.45 5TH.FLOOR 1446.11 1254.56 PLOT STATED ON PLAN ARE AS

F.H. 6.06 7.TO BE DEMOLISHED 6TH.FLOOR 1446.11 1254.56 MEASURED ON SITE AND THE 15.00 8.PROPOSED WORK 7TH.FLOOR 1446.11 1254.56 ARE SO WORKED OUT TALLIES ENT.FOYER 9 WORK WITHOUT 8TH.FLOOR 1446.11 1254.56 WITH THE AREA STATED IN UP DN DRY PERMISSION IF STARTED ON SITE FIRE POWDER 9TH.FLOOR 1446.11 1254.56 DOCUMENT OF OWNERSHIP/T.P. ALARAM 10 . DRAINAGE LINE RAMP dn (1:7) FIRE RECORD LIFT 10TH.FLOOR 1446.11 1254.56 23.15 LIFT 11TH.FLOOR 1446.11 1254.56 30.85 12TH.FLOOR 1446.11 1254.56

ADJ. F.P. NO. 89 13TH.FLOOR 1446.11 1254.56 SIGNATURE

33.46 P.V.C. DRUM 16.62 30.45 0.40MM COURSE SAND 14TH.FLOOR 1378.87 1284.35 ARCHITECT/ENGINEER/SURVEYOR SPACE FOR STP & OWC H.T.LINE 220 KV 1.0 mt 0.60MM COURSE SAND STAIR CABIN 196.58 ---- OWENER SIGNATURE TOTAL FIRE 24838.82 17627.23 LIFT LIFT F.P. NO.18 LESS PERMI. 1.8 F.S.I 11430.70 ALARAM FIRE DN UP DRY PROPOSED PAID UP F.S.I 64.60 O.P. NO.57 POWDER 6196.53

BLOCK NO.112 6.00 8 TO 12 MM GRAVEL F.S.I CONSUMED 2.75 RAMP DN (1:7) 2.65 ENT.FOYER

5.44 6.80 mt

F.H. BOOSTER PUMP 6.00 B BALCONY AREA 39.08

U.G.W.T. 1 PERMISSIBLE BALCONY AREA/FLOOR 75,000 LTR. RECHARGE BORE 2 PROPOSED BALCONY AREA/FLOOR CERTIFICATE 9.00 BASEMENT LINE RAMP DN (1:7) 3 EXCESS BALCONY AREA (TOTAL)

6.00 THIS IS TO CERTIFY THAT THE SIGNATURE OF LAND 45.00 MT. WIDE ROAD 44.61 6.00 12 TO 25 MM GRAVEL 6 PERMISSIBLE F.S.I. OWNER /OWNERS ON PLANS, APPLICATION AND ALL 5.22 C TENEMENT STATEMENT DOCUMENTS ARE DONE IN MY PRESENCE. I KNOW 6.60 mt 25.12 ENT.FOYER ENT.FOYER 1 AREA FOR TENEMENT PERSONALLY LAND OWNER / OWNERS. DRY DRY POWDER POWDER 2 TENENTS PERMISSIBLE AT IT IS MY RESPONSIBILITY FOR SIGN OF 23.27 BOOSTER PUMP F.H. F.H. BOOSTER PUMP 38.45 LAND OWNER / OWNERS. :- ...... 8.60 DN FIRE FIRE UP GROUND FLOOR LIFT LIFT FIRE FIRE ...... 300 Sq.mt. ALARAM ALARAM ALL FLOORS

UP DN 17.33 Tree Cover Area LIFT LIFT ADJ. F.P. NO. 19 DEVELOPER’S NAME:- ...... 3 TENEMENTS EXISTING AT ......

21.75 GROUND FLOOR REGISTRATION NO. TDO-DEVR -...... SHOPPING 25 TO 35 MM GRAVEL SHOPPING 6.60 mt UP ALL FLOORS ......

7.50 C.O.P. 15.36 4 TENEMENTS PROPOSED AT DEVELOPER’S SIGN:-...... 643.33 Sq.mt...... Lawn cover Area, 300 Sq.mt 52.53 6.04 GROUND FLOOR 6.00 7.50 6.31 ALL FLOORS ARCHITECT SIGNATURE 5 TOTAL TENENTS (3+4) SECTION 99.15 D TENEMENT PARTICULARS BUILDING CONTROL LINE 1 NOS OF ROOMS/TENEMENT 2 TOILETS PROVIDED FOR TENEMENT Ar. Haresh Mahadevwala P.V.C. DRUM 18.00 MT WIDE ROAD 3 TENEMENT FLOOR AREA B.ARCH E PARKING STATEMENT 200 MMØ 1 PARKING REQUIRED BY REGULATIONS 3604.05 AAYOJAN BORE WELL A R C H I T E C T INTERIOR DESINGER 2 PROPOSED PARKING FOR 5523.65 2477800-2477900 GOVT. APPROVED VALUER www.aayojanarchitect.com E [email protected] LAYOUT PLAN F Himani Apartment,Majura gate,Surat. N S PLAN LOADING UNLOADING (SCALE : 1cm.=4.00mt.) 1 LOADING & UNLOADING REQUIRED CHD BY :- LIC. NO: TDO.:AR -12 W S.M.C. 2 TOTAL LOADING UNLOADING PROVIDED DRN BY :- JAYASHRI 435

Annexure:2

Floor wise layout plan

27 PROPOSED HIGH- RISE RESIDENTIAL & COMMERCIAL BLDG. PLAN ON PRELIMINARY T.P.S NO.-43 (BHIMRAD), BLOCK NO.-112,O.P NO.-57 ,F.P NO.18, TA.- CITY,SURAT. GR.FL 3/8

BUILDING CONTROL LINE

3.95 66.65 12.00 MT. WIDE ROAD

3.95 6.02 6.01 15.00 'A' CANOPY @1ST. FL. LVL.

6.06

F.H. 2.00 2.00 2.00

ENT.FOYER 5.83 X 5.91

UP DN DRY POWDER FIRE RAMP DN ALARAM (1:7) LIFT FIRE LIFT 6.00 2.00 X 2.00 X 2.40 2.40

30.85

TYPICAL FL. LINE ADJ. F.P. NO. 89

34.40 BASEMENT LINE 'B-BLDG.' 30.45

H.T.LINE 220 KV LIFT FIRE LIFT 2.00 X 2.00 X 2.40 2.40

ALARAM FIRE POWDER 64.60 DRY DN UP

ENT.FOYER (3) (2) 5.83 X 5.91 7.59 45.00 MT. WIDE ROAD (4) 2.00 2.00 2.00 1.43 F.H. 40.60 6.00 'A' 9.00 CANOPY @1ST. FL. LVL.

6.00 ADJ. F.P. NO. 19 7.59 44.61 6.00 CERTIFICATE

BUILT UP AREA CALCULATION:- THIS IS TO CERTIFY THAT THE SIGNATURE OF LAND 25.12 OWNER /OWNERS ON PLANS, APPLICATION AND ALL ENT.FOYER PARKING ENT.FOYER 'A' BLDG. PARKING 6.33 X 4.42 LVL +0.00 MT. 6.33 X 4.42 PARKING DOCUMENTS ARE DONE IN MY PRESENCE. I KNOW BUILT UP AREA = 842.33 sq.mt. DRY DRY PERSONALLY LAND OWNER / OWNERS. POWDER POWDER TYPICAL FL. LINE 38.45 IT IS MY RESPONSIBILITY FOR SIGN OF F.H. F.H. 'B' BLDG. LAND OWNER / OWNERS. FIRE LIFT DN FIRE LIFT UP BUILT UP AREA = 1038.56 sq.mt. 2.00 FIRE 2.40 X 2.00 2.40 X 2.00 FIRE 2.00 2.00 2.00 DEVELOPER’S NAME:- 'A' ALARAM 'A-BLDG.' ALARAM

18.92 17.33 UP LIFT LIFT DN V V V V 2.40 X 2.00 2.00 2.40 X 2.00 2.00 REGISTRATION NO. TDO-DEVR - C.O.P. 4.94 W.C W.C U W.C 1.20X 21.75 1.00X 1.00X U D2 2.00 1.20 1.20 1.00 'A' U W.C D2 D2 D2 D1 1.20X SHOP-2 D1 G.TOIL. 1.00 0.60 DEVELOPER’S SIGN:- SHOP-1 3.70 SHOP-3 3.20 X 6.47 3.20 X 6.47 SHOP-7 4.99 X 6.47 SHOP-4 SHOP-5 SHOP-6 2.00 2.00 SHOP-9 SHOP-10 SHOP-11 SHOP-12 SHOP-13 2.67 X 5.61 3.05 X 5.61 3.05 X 5.61 2.67 X 5.61 2.67 X 5.61 3.05 X 5.61 3.05 X 5.61 2.67 X 5.61 4.99 X 6.47 6.62 C.A. = 7.08

6.58 C.A. = C.A. = C.A. = C.A. = C.A. = C.A. = C.A. = C.A. = C.A. = 32.28 sq.mt. 6.58 32.28 sq.mt. SHOP-8 C.A. = C.A. = 5.72 14.95 sq.mt. 17.11 sq.mt. 17.11 sq.mt. 14.95 sq.mt. 4.99 X 4.15 14.95 sq.mt. 17.11 sq.mt. 17.11 sq.mt. 14.95 sq.mt. 5.72 B.A. = 33.96 sq.mt. 17.72 sq.mt. B.A. = B.A. = B.A. = B.A. = B.A. = B.A. = B.A. = B.A. = 20.68 sq.mt. UP C.A. = 20.71 sq.mt. B.A. = OWNER'S SIGN:- B.A. = B.A. = 33.60 sq.mt. 15.87 sq.mt. 18.41 sq.mt. 18.41 sq.mt. 15.87 sq.mt. B.A. = 21.70 sq.mt. 15.87 sq.mt. 18.41 sq.mt. 18.41 sq.mt. 15.87 sq.mt. ARCHITECT'S SIGN:- PASSAGE 19.02 sq.mt. 21.75 sq.mt.

7.50 4.99 X 2.23 R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S R.S 7.92 5.21 11.99 5.33 11.88 5.21 6.04 15.00 52.53 Ar. Haresh Mahadevwala B. ARCH 6.00 6.31 7.50 AAYOJAN A R C H I T E C T

INTERIOR DESINGER 2477800-2477900 GOVT. APPROVED VALUER www.aayojanarchitect.com 99.15 [email protected] E Himani Apartment,Majura gate,Surat. 18.00 MT WIDE ROAD GROUND FLOOR PLAN N S LIC. NO: TDO./AR. SUDA. NO: BUILDING CONTROL LINE (SCALE : 1cm.=2.00mt.) (LVL. + 0.00 mt.) W DRN BY: SAZMIN CHK BY: S.M.C. 435 PROPOSED HIGH- RISE RESIDENTIAL & COMMERCIAL BLDG. PLAN ON PRELIMINARY T.P.S NO.-43 (BHIMRAD), BLOCK NO.-112,O.P NO.-57 ,F.P NO.18, TA.- CITY,SURAT. A-BLDG. 4/8

44.61 BUILT UP AREA CALCULATION:- 1.22 1.22 BUILT UP AREA CALCULATION:- F.S.I. AREA CALCULATION:- F.S.I. AREA CALCULATION:- 'A' BLDG. (1) (1) (1) (1) BUILT UP AREA CALCULATION:- F.S.I. AREA CALCULATION:- 2.79

0.30 0.30 'A' BLDG. (COMM.) 'A' BLDG. (RESI.) 2nd. & 13th. FL.:- 14th. FL. LINE BUILT UP AREA CALCULATION:- 'A' BLDG. 2.63 4.21 GR. & 1st. FL.:- 1st. FL.:- 1 X 44.61 X 17.33 = 773.09 sq.mt. 'A' BLDG. (RESI.) 'A' BLDG. LESS:- 14th. FL.:- 1) 1 X 6.62 X 2.88 = 19.07 sq.mt. SAME AS BUILT UP @ 700.87 sq.mt. 2nd. & 13th. FL.:- (4) (5) 0.60 0.60 (5) (4) 0.60 0.60 1st. FL.:- 2) ½ (4.94 + 6.62) X 3.70 = 21.39 sq.mt. (1) 8 X 1.22 X 0.30 = 2.93 sq.mt. SAME AS BUILT UP @ 658.94sq.mt. 0.34 4.21 2.63 1.92 1.92 2.63 4.21 0.34 LESS:- SAME AS BUILT UP @ 658.94 sq.mt. (1) (2) (3) 4.69 4.69 (2) 2 X 5.21 X 3.37 = 35.12 sq.mt. 6.35 1 X 44.61 X 17.33 = 773.09 sq.mt. 3) 2 X 5.21 X 6.58 = 68.56 sq.mt. LESS:- COMM. AREA @ 280.62 sq.mt. (3) 2 X 5.89 X 0.34 = 4.01 sq.mt. LESS:- 4.21 2.79 2.63 10.43 2.63 2.79 4.21 1) 1 X 6.62 X 2.88 = 19.07 sq.mt. 4) 1 X 11.99 X 5.72 = 68.58 sq.mt. 1) 67.24 sq.mt. 5.21 1) 2 X 4.21 X 4.69 = 39.49 sq.mt. (4) 4 X 4.21 X 0.60 = 10.10 sq.mt. 2) ½ (4.94 + 6.62) X 3.70 = 21.39 sq.mt. 5) 1 X 5.33 X 6.58 = 35.07 sq.mt. 1) 2 X 4.21 X 4.69 = 39.49 sq.mt. 2) 2 X 2.79 X 5.89 = 32.87 sq.mt. (5) 4 X 2.63 X 0.60 = 6.31 sq.mt. NET BUILT UP AREA = 658.94 - 67.24 (1) (3) 6) 1 X 11.88 X 5.72 = 67.95 sq.mt. 2) 2 X 2.79 X 5.89 = 32.87 sq.mt. (2) (2) (7) (3) (2) (1) (2) = 813.55 sq.mt. (6) 2 X 1.92 X 5.89 = 22.62 sq.mt. = 591.70 sq.mt. 3.37 5.89 4.69 5.89 4.69 5.89 3.17 5.89 4.69 5.89 4.69 5.89 3.37 3) 2 X 2.63 X 4.69 = 24.67 sq.mt.

17.33 3) 2 X 2.63 X 4.69 = 24.67 sq.mt. (6) LESS:- = 280.62 sq.mt. (7) 1 X 10.43 X3.17 = 33.06 sq.mt. 4.94 5.21 (6) = 377.65 sq.mt. = 97.03 sq.mt. (1) 4 X 1.22 X 0.30 = 1.46 sq.mt. = 114.45 sq.mt. STAIR CABIN TOTAL F.S.I. AREA = 280.62 sq.mt. X 2 FL. F.S.I. AREA CALCULATION:- (2) 2 X 5.21 X 3.37 = 35.12 sq.mt. NET F.SI. AREA =700.87 - 377.65 NET F.SI. AREA = 658.94 - 97.03 = 561.24 sq.mt. NET BUILT UP AREA = 773.09 - 114.15 AREA CALCULATION:- (3) 2 X 5.89 X 0.34 = 4.01 sq.mt. = 314.89 sq.mt./FL. = 561.91 sq.mt./FL. (3) (4) (5) (5) (4) (3) = 658.94 sq.mt. 'A' BLDG. (RESI.) (2) 3.70 (4) 4 X 4.21 X 0.60 = 10.10 sq.mt. TOTAL F.S.I. AREA = 561.91 X 13 FL. 1) 2 X 2.63 X 4.69 = 24.67 sq.mt. (3) BUILT UP @ 591.70 sq.mt. (5) 4 X 2.63 X 0.60 = 6.31 sq.mt. B'UP AREA:- = 7304.83 sq.mt. 2) 2 X 2.79 X 6.35 = 35.43 sq.mt. 7.08 6.98 6.98 (3) (5) (6) (6) 2 X 1.92 X 5.89 = 22.62 sq.mt. SANITORY ACCOMODATION:- SAME AS F.S.I. @ 97.03 sq.mt. 3) 2 X 4.21 X 4.69 = 39.49 sq.mt. (4) 5.72 5.72 6.62 (7) 1 X 10.43 X 3.17 = 33.06 sq.mt. 1st. FL. B'UP = 700.87 sq.mt. GR. & 1st. FL. = 99.59 sq.mt. (1) (1) (1) 0.30 (1) (1) NET F.SI. AREA = 591.70 - 97.03 2.88 = 112.68 sq.mt. ADD CANOPY AREA = 494.67 sq.mt. NET BUILT UP AREA = 813.55 - 112.68 86.58 sq.mt. = 561.24 = 140.31 SAY 141 PERSONS 6.62 5.21 11.99 1.22 5.33 11.88 5.21 4 = 700.87sq.mt. 700.87 + 86.58 = 787.45 sq.mt. FOR 141 PERSONS = 6 W.C. & 6 URINAL REQ. PROPOSED = 8 W.C. & 6 URINAL PROVIDED

44.61 44.61 3.88 1.22 12.10 1.22 7.77 1.22 12.10 1.22 3.88 3.88 1.22 12.10 1.22 7.77 1.22 12.10 1.22 3.88 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30

V V V W W W WASH STORE BALCONY BALCONY WASH STORE WASH STORE BALCONY 1.34X 1.22X 3.05 X 1.07 3.05 X 1.07 1.34X 1.22X 1.34X 1.22X 3.05 X 1.07 TOILET 1.22 D1 D1 1.22 TOILET TOILET 1.22 D1 R.W.P. R.W.P. D2 1.22 D2 1.22 D2 1.22 1.22 X W1 W1 1.22 X 1.22 X W1 BED RM 1.82 1.82 BED RM BED RM 1.82 R.W.P. R.W.P. R.W.P. W 3.66 X 3.13 3.66 X 3.13 3.66 X 3.13 D2 D2 D2 KIT./DINING KIT./DINING KIT./DINING 2.67 X 4.28 2.67 X 4.28 2.67 X 4.28 D1 D1 D1 OPEN TERRACE OPEN TERRACE OPEN TERRACE LOWER TERRACE LIVING RM LIVING RM LIVING RM LVL + 45.00 MT. 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 6.98 D1 D1 D1 6.98 6.98 6.98 C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. BOOSTER STEEL STAIR STEEL STAIR BOOSTER B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. PUMP PUMP D2 D2 D2 W BED RM BED RM BED RM R.W.P. UP R.W.P. UP R.W.P. 3.66 X 3.13 TOILET D D TOILET 3.66 X 3.13 3.66 X 3.13 TOILET D D 1.22 X 1.22 X 1.22 X R.W.P. D1 R.W.P. 4.55 4.55 4.55 4.55 F.H. DRY 4.55 1.82 1.82 4.55 DRY F.H. F.H. DRY 4.55 4.55 DRY F.H. 0.60 POWDER 0.60 2.63 0.60 POWDER 0.60 0.60 POWDER 0.60 2.63 0.60 POWDER 0.60 1.82 1.26 1.26 1.26 1.36 1.36 1.36 1.36 W V V W W V 5.21 5.21 5.21 FIRE LIFT FIRE LIFT 5.21 FIRE LIFT FIRE LIFT DN 10.43 UP 0.34 DN LIFT M/C RM 10.43 0.34 0.34 0.34 2.00 2.00 2.40 X 2.00 2.40 X 2.00 FIRE 2.40 X 2.00 2.40 X 2.00 FIRE FIRE LIFT M/C RM FIRE 2.00 2.00 ALARAM 2.00 O/H WATER TANK ALARAM ALARAM ALARAM 'A' 'A' O/H WATER TANK 3.37 3.17 3.37 3.37 3.37 3.17 3.37 3.37 4.69 4.69 4.69 4.69 4.69 4.69

PASS. 5.89 5.89 PASS. PASS. PASS. 17.33 17.33 17.33 (3) (3) 17.33 2.33 X 5.89 (3) (3) 2.33 X 5.89 2.33 X 5.89 (1) (1) 2.33 X 5.89

(1) (1) 4.69 4.69 (2) LIFT LIFT LIFT LIFT (2) 6.35 6.35 (2) UP 10.43 DN 10.43 DN 5.21 2.40 X 2.00 2.40 X 2.00 (2) 5.21 5.21 2.00 2.40 X 2.00 2.40 X 2.00 2.00 5.21 W V 4.21 4.21 V W 4.21 4.21 V W W V 4.55 1.36 1.36 1.36 1.36 2.63 2.63 1.26 1.26 2.79 2.63 2.63 2.79 1.26 4.55 2.79 4.55 TOILET 2.79 4.55 TOILET 'A' 4.55 4.55 TOILET 0.60 0.60 TOILET 4.55 0.60 0.60 0.60 0.60 4.55 0.60 0.60 1.22 X 1.22 X 1.22 X 1.22 X R.W.P. D1 R.W.P. D1 'A' 1.82 D D 1.82 BED RM BED RM 1.82 D D 1.82 BED RM

3.66 X 3.13 0.60 R.W.P. 0.60 R.W.P. W BED RM D2 D2 3.66 X 3.13 3.66 X 3.13 D2 D2 W 3.66 X 3.13 0.60 MT. WD CHAJJA PROJ. 0.60 MT. WD CHAJJA PROJ.

D1 D1 D1 D1 LIVING RM LIVING RM LIVING RM LIVING RM

6.98 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 6.98 6.98 6.98 D1 D1 D1 D1 B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. OPEN TERRACE OPEN TERRACE OPEN TERRACE KIT./DINING C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. KIT./DINING KIT./DINING C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. KIT./DINING LVL + 45.00 MT. 2.67 X 4.28 2.67 X 4.28 D2 2.67 X 4.28 D2 D2 2.67 X 4.28 D2 W BED RM BED RM BED RM W BED RM TOILET TOILET 3.66 X 3.13 3.66 X 3.13 TOILET TOILET 3.66 X 3.13 R.W.P. R.W.P. 3.66 X 3.13 1.22 X W1 W1 1.22 X 1.22 X W1 W1 1.22 X D2 STORE D2 STORE D2 STORE D2 STORE 1.82 WASH D1 D1 WASH 1.82 1.82 WASH D1 D1 WASH 1.82 R.W.P. R.W.P. 1.34X 1.22X BALCONY BALCONY 1.34X 1.22X 1.34X 1.22X BALCONY BALCONY 1.34X 1.22X 1.22 1.22 3.05 X 1.07 1.22 1.22 1.22 1.22 3.05 X 1.07 3.05 X 1.07 1.22 1.22 W 3.05 X 1.07 W W W V V V V 0.30 0.30 3.88 1.22 12.10 1.22 0.30 7.77 0.30 1.22 12.10 1.22 0.30 3.88 3.88 1.22 12.10 1.22 0.30 7.77 0.30 1.22 12.10 1.22 0.30 3.88 44.61 44.61 OWNER'S SIGN:- 14th. FLOOR PLAN 28.86 TERRACE FLOOR PLAN (LVL. +45.00mt.) (LVL. +42.00mt.) CANOPY ONLY 1st. FL.

44.61 3.00 44.61 3.88 1.22 12.10 1.22 7.77 1.22 12.10 1.22 3.88 3.88 1.22 12.10 1.22 7.77 1.22 12.10 1.22 3.88 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 V V V V V V V V W W W W W W W W WASH STORE BALCONY BALCONY WASH STORE WASH STORE BALCONY BALCONY WASH STORE WASH STORE BALCONY BALCONY WASH STORE WASH STORE BALCONY BALCONY WASH STORE 1.34X 1.22X 3.05 X 1.07 3.05 X 1.07 1.34X 1.22X 1.34X 1.22X 3.05 X 1.07 3.05 X 1.07 1.34X 1.22X 1.34X 1.22X 3.05 X 1.07 3.05 X 1.07 1.34X 1.22X 1.34X 1.22X 3.05 X 1.07 3.05 X 1.07 1.34X 1.22X TOILET 1.22 D1 D1 1.22 TOILET TOILET 1.22 D1 D1 1.22 TOILET TOILET 1.22 D1 D1 1.22 TOILET TOILET 1.22 D1 D1 1.22 TOILET D2 1.22 D2 1.22 D2 1.22 D2 1.22 D2 1.22 D2 1.22 D2 1.22 D2 1.22 1.22 X W1 W1 1.22 X 1.22 X W1 W1 1.22 X 1.22 X W1 W1 1.22 X 1.22 X W1 W1 1.22 X BED RM 1.82 1.82 BED RM BED RM 1.82 1.82 BED RM BED RM 1.82 1.82 BED RM BED RM 1.82 1.82 BED RM W 3.66 X 3.13 3.66 X 3.13 3.66 X 3.13 3.66 X 3.13 W W 3.66 X 3.13 3.66 X 3.13 3.66 X 3.13 3.66 X 3.13 W D2 D2 D2 D2 D2 D2 D2 D2 KIT./DINING KIT./DINING KIT./DINING KIT./DINING KIT./DINING KIT./DINING KIT./DINING 2.67 X 4.28 2.67 X 4.28 2.67 X 4.28 2.67 X 4.28 2.67 X 4.28 2.67 X 4.28 2.67 X 4.28 D1 KIT./DINING D1 D1 D1 D1 D1 D1 D1 2.67 X 4.28 LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 6.98 D1 D1 D1 D1 6.98 6.98 D1 D1 D1 D1 6.98 C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt.

W BED RM D2 D2 BED RM BED RM D2 D2 BED RM W W BED RM D2 D2 BED RM BED RM D2 D2 BED RM W CERTIFICATE 3.66 X 3.13 TOILET D D TOILET 3.66 X 3.13 3.66 X 3.13 TOILET D D TOILET 3.66 X 3.13 3.66 X 3.13 TOILET D D TOILET 3.66 X 3.13 3.66 X 3.13 TOILET D D TOILET 3.66 X 3.13 1.22 X 1.22 X 1.22 X 1.22 X 1.22 X 1.22 X 1.22 X 1.22 X THIS IS TO CERTIFY THAT THE SIGNATURE OF LAND 4.55 DRY 4.55 4.55 DRY 4.55 4.55 DRY 4.55 4.55 DRY 4.55 1.82 F.H. 2.63 1.82 1.82 2.63 F.H. 1.82 1.82 F.H. 1.82 1.82 F.H. OWNER /OWNERS ON PLANS, APPLICATION AND ALL 0.60 POWDER 0.60 0.60 POWDER 0.60 0.60 POWDER 0.60 2.63 0.60 POWDER 0.60 1.82 1.26 1.26 1.26 4.21 1.36 1.36 1.36 1.36 DOCUMENTS ARE DONE IN MY PRESENCE. I KNOW W V V W W V V W W V V W W V V W PERSONALLY LAND OWNER / OWNERS. 5.21 FIRE LIFT 10.43 FIRE LIFT 5.21 5.21 FIRE LIFT FIRE LIFT DN UP 0.34 DN 10.43 UP 0.34 2.00 2.40 X 2.00 2.40 X 2.00 2.00 0.34 2.40 X 2.00 2.40 X 2.00 IT IS MY RESPONSIBILITY FOR SIGN OF FIRE FIRE FIRE FIRE 2.00 2.00 2.00 ALARAM ALARAM ALARAM ALARAM LAND OWNER / OWNERS. 'A' 'A' DEVELOPER’S NAME:- 3.17 3.37 3.37 3.17 3.37 3.37 4.69 4.69 4.69 4.69 4.69 4.69 4.69 4.69 PASS. 5.89 5.89 PASS. PASS. 5.89 5.89 PASS. 17.33 17.33 17.33 17.33 3.77 3.77 2.33 X 5.89 (3) (3) 2.33 X 5.89 2.33 X 5.89 (3) (3) 2.33 X 5.89 (1) (1) (1) (1) UP (2) LIFT LIFT (2) LIFT LIFT 10.43 DN UP 10.43 DN

2.00 2.00 5.21 2.40 X 2.00 V V V V 2.40 X 2.00 (2) 5.21 5.21 2.40 X 2.00 2.40 X 2.00 (2) REGISTRATION NO. TDO-DEVR - 10.15 4.21 4.21 W V 4.21 4.21 V W 4.55 V W W V

1.36 W.C 1.36 1.36 1.36 4.21 2.63 W.C W.C U 2.63 2.63 2.63 1.26 DEVELOPER’S SIGN:- 2.79 1.20X 2.79 'A' 4.55 2.79 4.55 TOILET 2.79 4.55 TOILET 'A' 0.60 0.60 4.55 4.55 0.60 0.60 TOILET 0.60 0.60 TOILET 4.55 0.60 0.60 2.00 1.00X 1.00X U D2 1.20 1.20 1.00 1.22 X 1.22 X 1.22 X 1.22 X U D D 1.82 BED RM BED RM 1.82 D D 1.82 BED RM W.C 1.82 D2 D2 W 3.66 X 3.13 3.66 X 3.13 3.66 X 3.13 W D2 1.20X BED RM D2 D2 D2 D2 4.07 TY.FL LINE D1 ARCHITECT'S SIGN:- SHOP-102 SHOP-103 SHOP-104 SHOP-105 SHOP-106 D1 G.TOIL. 1.00 SHOP-108 SHOP-109 SHOP-110 3.66 X 3.13 2.90 X 4.47 2.67 X 3.61 3.05 X 3.61 3.05 X 3.61 2.67 X 3.61 2.74 X 3.61 3.05 X 3.61 3.05 X 3.61 2.08 2.00 SHOP-111 C.A. = 12.96 sq.mt. C.A. = 9.62 sq.mt. C.A. = 11.01 sq.mt. C.A. = 11.01 sq.mt. C.A. = 9.62 sq.mt. SHOP-107 C.A. = 9.62 sq.mt. C.A. = 11.01 sq.mt. C.A. = 11.01 sq.mt. D1 D1 D1 LIVING RM LIVING RM D1 SHOP-101 7.77 X 6.36 LIVING RM LIVING RM

6.98 6.98 OPEN TERRACE 6.98 6.98 8.55 X 6.36 B.A. = 13.94 sq.mt. B.A.= 10.32 sq.mt. B.A. = 11.98 sq.mt. B.A. = 11.98 sq.mt. B.A. =10.32sq.mt. 4.99 X 2.15 B.A. =10.32 sq.mt. B.A. = 11.98 sq.mt. B.A. = 11.98 sq.mt. 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 3.05 X 4.43 C.A. = 47.20 sq.mt. LVL +6.00mt. D1 D1 D1 D1 Ar. Haresh Mahadevwala C.A. = 10.73 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. B.A. = 67.89 sq.mt. C.A. = 51.68 sq.mt. B.A. = 49.95 sq.mt. B. ARCH B.A. = 11.38 sq.mt. KIT./DINING C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. KIT./DINING KIT./DINING C.A. = 62.26 sq.mt. C.A. = 62.26 sq.mt. KIT./DINING B.A. = 54.52 sq.mt. 2.67 X 4.28 2.67 X 4.28 R.S R.S R.S R.S R.S R.S R.S R.S R.S D2 2.67 X 4.28 D2 D2 2.67 X 4.28 D2 15.00 DN 14.44 W BED RM BED RM BED RM W BED RM TOILET TOILET 3.66 X 3.13 3.66 X 3.13 TOILET TOILET 3.66 X 3.13 AAYOJAN

2.88 3.66 X 3.13 1.22 X W1 W1 1.22 X 1.22 X W1 W1 1.22 X D2 STORE D2 STORE D2 STORE D2 STORE R.S1 2.00 MT .WIDE PASSAGE COMM. F.S.I. LINE 2.00 MT .WIDE PASSAGE R.S1 1.82 WASH D1 D1 WASH 1.82 1.82 WASH D1 D1 WASH 1.82 A R C H I T E C T 1ST.FL ONLY 1.34X 1.22X BALCONY BALCONY 1.34X 1.22X 1.34X 1.22X BALCONY BALCONY 1.34X 1.22X INTERIOR DESINGER 1.22 1.22 3.05 X 1.07 1.22 1.22 1.22 1.22 3.05 X 1.07 3.05 X 1.07 1.22 1.22 2477800-2477900 FULL GLASS FULL GLASS W 3.05 X 1.07 W W W V V V V GOVT. APPROVED VALUER www.aayojanarchitect.com 51.23 [email protected] Himani Apartment,Majura gate,Surat. 0.30 6.62 3.88 1.22 12.10 1.22 0.30 7.77 0.30 1.22 12.10 1.22 0.30 3.88 LIC. NO: TDO./AR. SUDA. NO: 1st. FLOOR PLAN (LVL. +3.00 mt.) 44.61 2ND. TO 13th. FLOOR PLAN DRN BY: JAYASHRI CHK BY: (SCALE : 1cm.=1.00mt.) S.M.C. (LVL. +6.00 mt. TO LVL. +39.00mt.) 435 B-BLDG. PROPOSED HIGH- RISE RESIDENTIAL & COMMERCIAL BLDG. PLAN ON PRELIMINARY T.P.S NO.-43 (BHIMRAD), BLOCK NO.-112,O.P NO.-57 ,F.P NO.18, TA.- CITY,SURAT. 6/8

'A' 'A' 10.62 26.76 CANOPY ONLY 1st. FL. 26.76 3.88 1.22 16.56 1.22 3.88 3.88 1.22 16.56 1.22 3.88 1.68 4.69 V V W F.H. W F.H. 0.91mt. WIDE WASH 1.07mt. WIDE BALC. 4.23 1.07mt.WD BALC. 0.91mt. WD. WASH TOILET TOILET D2 D2 1.22 X D1 D1 1.22 X R.W.P. W1 W1 W1 2.00 W1 2.00 BED ROOM 1.82 1.82 BED ROOM W W R.W.P. 3.66 X 3.13 2.00 2.00 3.66 X 3.13 2.00 2.00 D2 D2 BOOSTER LIVING ROOM LIVING ROOM PUMP D1 3.05 X 4.43 3.05 X 4.43 D1

6.57 6.57 6.57 UP O.H.W.T. 6.57 D1 B.A. = 68.55 sq.mt. B.A. = 68.55 sq.mt. D1 C.A. = 62.45 sq.mt. C.A. = 62.45 sq.mt.

BED ROOM D2 D2 BED ROOM STEEL STAIR W W R.W.P. 4.23 3.66 X 3.13 3.66 X 3.13 0.60mt. WD STORE 0.60mt. WD STORE TOILET D UP DN D TOILET R.W.P. DN

1.22 X DRY 1.22 X DRY 11.04 1.82 POWDER 1.82 D1 PASSAGE POWDERD1 (1) 1.76mt. WIDE PASSAGE FIRE FIRE 11.04 1.76mt. WIDE PASSAGE V ALARAM V ALARAM 1.76 PASSAGE 1.76 5.10 5.10 5.10 LIFT M/C RM 5.10

0.90 4.37 1.00 1.00 4.37 0.90 0.90 4.37 4.37 0.90 1.00 1.00 5.10 5.10 D D 11.24 (2) (2)

(1) 1.76 1.76 (1) O.T.S O.T.S O.T.S O.T.S W1 1.82 X 1.53 1.82 X 1.53 W1 R.W.P. 1.82 X 1.53 1.82 X 1.53 0.74 0.74 W1 W1 (8) (8) LIFT FIRE LIFT LIVING ROOM LIFT FIRE LIFT 0.90 0.90 LIVING ROOM R.W.P. 1.53 1.53 2.00 X 2.40 2.00 X 2.40 4.41 X 3.05 2.00 X 2.40 2.00 X 2.40 (2) (2)

3.27 4.41 X 3.05 3.27 3.27 3.27 3.27 1.82 1.82 3.27 KIT/DIN KIT/DIN B.A. = 67.54 sq.mt. B.A. = 67.54 sq.mt. 2.68 X 4.36 2.68 X 4.36 1.07mt. WD BALC. C.A. = 62.12 sq.mt. C.A. = 62.12 sq.mt. 1.07mt. WD BALC. D1 WASH WASH D1 1.82 X 1.82 X 8.32 D2 D2 1.17 1.17 TOILET TOILET 2.89 X 1.21 V

1.21 V 1.21 1.21 1.21 W1 W1 2.89 X 1.21 22.86 D2 D2 22.86 0.74 0.74 (9) (8) (8) 8.37 1.65 1.65 D1 D1 D1 D1 30.45

R.W.P. 1.82 1.82 BED ROOM D2 D2 BED ROOM TOILET BED ROOM BED ROOM TOILET W 3.69 X 3.05 W W 3.69 X 3.05 W (A) 1.82 X 1.22 3.28 X 3.05 3.28 X 3.05 1.82 X 1.22 OWNER'S SIGN:-

V V

O.T.S O.T.S O.T.S O.T.S (3) 1.82 1.82 O.T.S O.T.S (2) 3.16 6.55 6.55 6.55 6.55 1.82 X 1.65 1.82 X 1.65 1.82 X 1.65 1.82 X 1.65 3.27 8.32 X 8.37 30.45 8.32 X 8.37 30.45 (7) (7) 1.53 1.53 V V (4) 0.74 0.90 0.74 (1) TOILET BED ROOM BED ROOM TOILET 8.89 (2) (2) BED ROOM W W BED ROOM 1.76 1.76 W 1.82 X 1.22 3.28 X 3.05 3.28 X 3.05 1.82 X 1.22 W R.W.P. 5.10 3.69 X 3.05 D2 D2 3.69 X 3.05 4.25 0.59 1.00 1.00 (6) 11.24

R.W.P. (5) 1.33 D1 D1 D1 D1 1.98 7.59 (1) (B) D2 D2 0.74 0.74 TOILET W1 W1 TOILET 0.58 V V CERTIFICATE

1.21 2.89 X 1.21 2.89 X 1.21 1.21 1.21 1.21 4.23 WASH WASH THIS IS TO CERTIFY THAT THE SIGNATURE OF LAND D2 D2 1.82 X 1.82 X OWNER /OWNERS ON PLANS, APPLICATION AND ALL D1 1.17 1.17 D1 12.32 26.76 KIT/DIN KIT/DIN R.W.P. DOCUMENTS ARE DONE IN MY PRESENCE. I KNOW LIVING ROOM 2.68 X 4.36 2.68 X 4.36 LIVING ROOM 4.41 X 3.05 LIFT FIRE LIFT 4.41 X 3.05 LIFT FIRE LIFT R.W.P. PERSONALLY LAND OWNER / OWNERS. 3.16 3.16 3.27 3.27 W1 B.A. = 67.54 sq.mt. 2.00 X 2.40 2.00 X 2.40 B.A. = 67.54 sq.mt. W1 2.00 X 2.40 2.00 X 2.40 W1 W1 OPEN TERRACE O.T.S O.T.S IT IS MY RESPONSIBILITY FOR SIGN OF 12.52 C.A. = 62.12 sq.mt. O.T.S O.T.S C.A. = 62.12 sq.mt. 12.52 1.82 X 1.53 1.82 X 1.53 LVL + 45.00 MT. 1.82 X 1.53 1.82 X 1.53 LAND OWNER / OWNERS. 7.17 1.77 3.58 8.94 3.58 1.07mt. WD BALC. D D 1.07mt. WD BALC. BUILT UP AREA CALCULATION:- DEVELOPER’S NAME:- 4.37 4.37 F.S.I. AREA CALCULATION:-

0.59 0.59 R.W.P. ALARAM ALARAM LIFT M/C RM 5.10 0.90 5.10 0.90 FIRE V FIRE 'A' BLDG. 1.76mt. WIDE PASSAGE DRY 1.76mt. WIDE PASSAGE DRY 'A' BLDG. 1.76 1.76 V POWDER TOILET D1 POWDERD1 1st. & 14th. FL.:- REGISTRATION NO. TDO-DEVR - TOILET 1.00 1.00 1st. & 14th. FL.:- 1.82 X 1.22 X D2 D D 11.04 DN UP D R.W.P. DN (A) 1 X 12.32 X 7.59 = 93.51 sq.mt. 1.22 TOILET 0.60mt. WD STORE 1.82 SAME AS BUILT UP @ 787.17 sq.mt. TOILET O.T.S O.T.S (B) 1 X 26.76 X 30.45 = 814.84 sq.mt. DEVELOPER’S SIGN:- 3.66 BED ROOM V V 1.82 X BED ROOM 3.66 W 1.98 X 1.33 1.99 X 1.33 W 1.98 X 1.33 LESS:- 3.28 X 3.05 1.22 D2 3.66 X 3.13 = 908.35 sq.mt. D2 LESS:- 1) 2 X 4.23 X 10.34 = 87.48 sq.mt. C.A. = 62.64 sq.mt. C.A. = 62.45 sq.mt. C.A. = 58.44 sq.mt. 2) 4 X 1.00 X 1.76 = 7.04 sq.mt. D1 B.A. = 69.15 sq.mt. B.A. = 68.55 sq.mt. D1 ARCHITECT'S SIGN:- 0.53 B.A. = 63.68 sq.mt. 0.53 UP O.H.W.T. 7.01 LIVING ROOM 7.01 = 94.52 sq.mt. LIVING ROOM D1 (1) 3 X 5.21 X 0.90 = 13.77 sq.mt. KIT/DIN 6.57 6.57

LIVING ROOM STEEL STAIR KIT/DIN D1 3.05 X 4.43 (2) 3 X 0.74 X 3.27 = 7.26 sq.mt. D1 3.05 X 4.43 2.60 X 4.59 3.05 X 4.43 B'UP AREA:- 2.67 X 4.05 BOOSTER NET F.SI. AREA = 787.17 - 94.52 KIT/DIN PUMP (3) 1 X 3.16 X 0.74 = 2.34 sq.mt. BED ROOM 2.67 X 3.99 D2 = 692.65 sq.mt./FL. BED ROOM (4) 1 X 8.89 X 0.59 = 5.25 sq.mt. 1st. FL. B'UP = 787.17 sq.mt. Ar. Haresh Mahadevwala D2 3.05 X 4.06 BED ROOM 2.00 2.00 BED ROOM 2.00 2.00 (5) 1 X 0.58 X 4.25 = 2.47 sq.mt. W 3.38 X 3.13 W R.W.P. R.W.P. TOTAL F.S.I. AREA = 692.65 X 14 FL. B. ARCH 3.35 3.35 ADD CANOPY AREA W1 3.35 X 3.05 W1 W1 TOILET 3.66 X 3.13 (6) 1 X 1.98 X 1.33 = 3.31 sq.mt. TOILET W1 D2 W1 W1 = 9697.10 sq.mt. D1 D1 D1 1.22 X R.W.P. 17.75 sq.mt. 1.22 X D2 2.00 D2 2.00 (7) 4 X 1.82 X 1.53 = 11.14 sq.mt. 1.82 1.82 1.07mt. WD BALC. (8) 2 X 1.82 X 1.65 = 6.00 sq.mt. 787.17 + 17.75 = 804.92 sq.mt. AAYOJAN 0.91mt. WD WASH 0.91mt. WD WASH 1.07mt. WD BALC. 4.23 1.07mt. WD BALC. 0.91mt. WD WASH STAIR CABIN W V W W F.H. V W F.H. (9) 1 X 8.32 X 8.37 = 69.64 sq.mt. A R C H I T E C T = 121.18 sq.mt. AREA CALCULATION:- INTERIOR DESINGER 2477800-2477900 www.aayojanarchitect.com 0.00 GOVT. APPROVED VALUER 1) 2 X 4.69 X 10.34 = 96.99 sq.mt. 33.98 1.22 3.88 33.98 1.22 3.88 [email protected] Himani Apartment,Majura gate,Surat. 12.32 26.76 39.08 NET BUILT UP AREA = 908.35 - 121.18 39.08 LIC. NO: TDO./AR. SUDA. NO: 1st. TO 14th. FLOOR PLAN = 787.17 sq.mt. (LVL. +3.00 mt. TO LVL. +42.00mt.) 'A' TERRACE FLOOR PLAN (LVL. +45.00mt.) 'A' DRN BY: SAZMIN CHK BY: (SCALE : 1cm.=1.00mt.) S.M.C. 435

Annexure:3

Elevation plan

28 (SCALE :1cm.=1.00mt.) ELEVATION PROPOSED HIGH-RISERESIDENTIAL&COMMERCIALBLDG.PLANONPRELIMINARY T.P.S NO.-43(BHIMRAD),

BLOCK NO.-112 , O.P NO.-57 , F.P NO.18 SECTION=AA BASEMENT LVL-3.00mt. , TA.-CITY,SURAT. O/H WATERTANK STAIR CABIN

PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE 2.40 PASSAGE LVL+49.80mt. LVL+47.40mt. LIFT M/CRM LIFT BASEMENT LVL-3.00mt. WASH WASH WASH WASH WASH WASH WASH WASH WASH WASH WASH WASH WASH SHOP-9 SHOP-107 STORE STORE STORE STORE STORE STORE STORE STORE STORE STORE STORE STORE STORE SHOP-108 SHOP-10 LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM SHOP-109 LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM LIVING RM SHOP-11 STORE STORE STORE STORE STORE STORE STORE STORE STORE STORE STORE STORE STORE SHOP-12 WASH WASH WASH WASH WASH WASH WASH WASH WASH WASH WASH WASH OPEN TERRACE WASH OPEN TERRACE OPEN TERRACE TOILET TOILET TOILET TOILET TOILET TOILET TOILET TOILET TOILET TOILET TOILET TOILET TOILET SHOP-110 SHOP-13 FULL GLASS BEDRM BEDRM BEDRM BEDRM BEDRM BEDRM BEDRM BEDRM BEDRM BEDRM BEDRM BEDRM BEDRM

3.60 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 1.20

BASEMENT LVL-3.60mt. 45.00 GR.FL. LVL+0.00mt. 1st.FL. LVL+3.00mt. 2nd.FL. LVL+6.00mt. 4th.FL. LVL+12.00mt. 5th.FL. LVL+15.00mt. 6th.FL. LVL+18.00mt. 7th.FL. LVL+21.00mt. 8th.FL. LVL+24.00mt. 9th.FL. LVL+27.00mt. 10th.FL. LVL+30.00mt. 11th.FL. LVL+33.00mt. 12th.FL. LVL+36.00mt. 13th.FL. LVL+39.00mt. 14th.FL. LVL+42.00mt. TERR.FL. LVL+45.00mt. 3rd.FL. LVL+9.00mt. OWNER'S SIGN:- CERTIFICATE ARCHITECT'S SIGN:- DEVELOPER’S SIGN:- REGISTRATION NO.TDO-DEVR- DEVELOPER’S NAME:- LAND OWNER/OWNERS. IT ISMYRESPONSIBILITYFORSIGNOF PERSONALLY LANDOWNER/OWNERS. OWNER /OWNERSONPLANS,APPLICATIONANDALL DOCUMENTS AREDONEINMYPRESENCE.IKNOW THIS ISTOCERTIFYTHATTHESIGNATUREOFLAND DRN BY:JAYASHRI LIC. NO: GOVT. APPROVEDVALUER INTERIOR DESINGER A RCHITE SECTION-AA ELEVATION TDO./AR. AAYOJAN 2477800-2477900 Himani Apartment,Majuragate,Surat. www.aayojanarchitect.com [email protected] Ar. HareshMahadevwala A-BLDG. CHK BY: S.M.C. SUDA. NO:

B. ARCH 5/8 435 (SCALE :1cm.=1.00mt.) ELEVATION PROPOSED HIGH-RISERESIDENTIAL&COMMERCIALBLDG.PLANONPRELIMINARY T.P.S NO.-43(BHIMRAD), SECTION=AA O/H WATERTANK STAIR CABIN

PASS. 2.40 2.40 PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE

BLOCK NO.-112 LVL+49.80mt. LVL+47.40mt. LIFT M/CRM LIFT KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM , O.P NO.-57 BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM , F.P NO.18 BASEMENT LVL-3.60mt. OPEN TERRACE KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN KIT/DIN , TA.-CITY,SURAT. PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE PASSAGE LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING BALC. BALC. BALC. BALC. BALC. BALC. BALC. BALC. BALC. BALC. BALC. BALC. BALC. BALC.

3.60 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 1.20 BASEMENT LVL-3.60mt.

45.00 GR.FL. LVL+0.00mt. 1st.FL. LVL+3.00mt. 2nd.FL. LVL+6.00mt. 4th.FL. LVL+12.00mt. 5th.FL. LVL+15.00mt. 6th.FL. LVL+18.00mt. 7th.FL. LVL+21.00mt. 8th.FL. LVL+24.00mt. 9th.FL. LVL+27.00mt. 10th.FL. LVL+30.00mt. 11th.FL. LVL+33.00mt. 12th.FL. LVL+36.00mt. 13th.FL. LVL+39.00mt. 14th.FL. LVL+42.00mt. TERR.FL. LVL+45.00mt. 3rd.FL. LVL+9.00mt. OWNER'S SIGN:- CERTIFICATE ARCHITECT'S SIGN:- DEVELOPER’S SIGN:- REGISTRATION NO.TDO-DEVR- DEVELOPER’S NAME:- LAND OWNER/OWNERS. IT ISMYRESPONSIBILITYFORSIGNOF PERSONALLY LANDOWNER/OWNERS. OWNER /OWNERSONPLANS,APPLICATIONANDALL DOCUMENTS AREDONEINMYPRESENCE.IKNOW THIS ISTOCERTIFYTHATTHESIGNATUREOFLAND DRN BY:SAZMIN LIC. NO: GOVT. APPROVEDVALUER INTERIOR DESINGER A RCHITE SECTION-AA ELEVATION TDO./AR. AAYOJAN 2477800-2477900 www.aayojanarchitect.com Himani Apartment,Majuragate,Surat. [email protected] Ar. HareshMahadevwala B-BLDG. CHK BY: S.M.C. SUDA. NO:

B. ARCH 7/8 435

Annexure:4

Parking plan & Basement Plan

29 PROPOSED HIGH-RISERESIDENTIAL&COMMERCIALBLDG.PLANONPRELIMINARY

7.50 7.50

7.50 7.50 LAYOUT PLAN

45.00 MT. WIDE ROAD BASEMENT PARKINGPLAN (SCALE :1cm.=2.00mt.) 45.00 MT. WIDE ROAD 5.20

3.73

64.60 5.25 64.60 10.87 25.12

RVSP1

643.33 Sq.mt. 10.46 5.27

C.O.P. 3.78

37.50 AREA LOADING 6.92 4.65 C.O.P LINE

21.83

21.75 5.01 2.14

3.90 3.60 8.50 3.95 1.58 3.95 6.26 CVSP-1 COSP-1 6.48 COCP-1 N 8.20 5.29 3.95 23.34 3.95 9.88

CVCP-1

15.00 5.25

13.72 RVSP2 4.54 W

E 16.55 3.00

S 7.29 ROCP-1

H.T.LINE 220 KV H.T.LINE 220 KV BUILDING CONTROLLINE 6.00 5.99 3.70 38.95 BUILDING CONTROLLINE 18.00 MTWIDEROAD

10.78 3.06 23.05 RAMP DN(1:7)

99.15 10.49 99.15 6.58 ROSP-4 12.00 MT.WIDEROAD 8.60 8.23 ROCP-4 42.30 7.88 SHOPPING

63.20 4.52 ROSP-3 5.50

ROCP-6 17.86 15.00 9.03

ROSP-9 6.32 'A-BLDG.' RVCP1 F.H. 9.70

11.73 10.94 15.00 T.P.S NO.-43(BHIMRAD), ENT.FOYER POWDER POWDER 18.00 MTWIDEROAD 4.40 ALARAM ALARAM F.H. UP UP DN 5.63 DRY FIRE FIRE UP UP DRY 1.75

6.25 LIFT LIFT FIRE FIRE LIFT LIFT 5.98 19.47

15.32 9.01

5.50 5.50 7.36

3.14

3.14

66.65 66.65 20.82

6.01 52.53 UP 5.41 ROSP-6 ROSP-5 44.79 ROCP-10 ROCP-5 55.51 ROCP-11 BASEMENT PARKING

ROCP-2

ROSP-1

16.00 15.00 10.45

2.50 BUILDING CONTROLLINE 1.50 14.25 15.76 44.59 5.44 5.44 ROSP-10

8.32 12.18 30.45 BUILDING CONTROLLINE RECHARGE 40.60 'B-BLDG.'

6.00 8.94 6.00 BORE 12.00 MT.WIDEROAD ROCP-7

POWDER 5.25 LIFT LIFT LIFT LIFT

5.50 DRY

ALARAM ALARAM UP UP BLOCK NO.-112 ALARAM ALARAM DN DN LIFT LIFT FIRE FIRE FIRE FIRE FIRE FIRE 9.50 5.50 LIFT LIFT 32.21 'A-BLDG.' SHOPPING ROCP-9 25.38 FIRE FIRE FIRE FIRE LIFT LIFT LIFT LIFT 4.69 ENT.FOYER DN DN F.H. F.H. UP

UP 29.44 ALARAM F.H. ALARAM F.H. 8.02 POWDER GR.FL LINE 9.63 FIRE DRY FIRE UP UP F.H. POWDER POWDER POWDER UP POWDER DN UP DRY DRY DRY DRY 2.02 'B-BLDG.' 3.33 ENT.FOYER ROSP-2 ENT.FOYER 10.23 F.H. 5.54 ROSP-8

10.11 10.50 RAMP DN(1:7) RAMP DN(1:7) ROCP-8 13.81 4.77 ROCP-3 ROCP-4 GR.FL LINE ROSP-7 7.88 5.50 5.28 30.22 5.55 , O.P NO.-57 5.27 6.31 4.51 4.17 6.32 30.45 9.00

6.00 STATION ELE.SUB RECHARGE 6.00 6.06 6.00 6.01 6.04 BORE 3.06 3.04

6.31 56.78 C/S

, 38.45 38.45

30.85 30.85 F.P NO.18 ADJ. F.P. NO. 19 ADJ. F.P. NO. 89 ADJ. F.P. NO. 19 ADJ. F.P. NO. 89 , TA.-CITY,SURAT. SCOOTER PARKING50%=1535.44sq.mt. RESIDENTIAL AREA V.P. SCOOTERPARKING50%=170.66 PARKING REQASPERREG.20% 17627.23 -561.24=17065.99sq.mt. CAR PARKING50%=1535.44sq.mt. V.P. CARPARKING50%=170.66 REQ. PARKINGFORRESIDENTIAL 3413.20 X10%=341.32sq.mt. 3413.20 -341.32=3070.88sq.mt. OTHER PARKING VISITOR'S PARKINGATG.L.OF 17065.99 X20%=3413.20Sq.mt. COMM. AREA=561.24sq.mt. SCOOTER PARKING50%=99.13 CAR PARKING50%=99.13 PARKING REQASPERREG.50% V.P. SCOOTERPARKING50%=28.06 V.P. CARPARKING50%=28.06 REQ. PARKINGFORCOMMERCIAL LOADING&UNLOADINGAREA 280.62 X20%=56.12sq.mt. 280.62 -56.1226.25=198.25Sq.mt. OTHER PARKING VISITOR'S PARKINGATG.L.OF 561.24 X50%=280.62Sq.mt. = 26.25sq.mt. PROPOSED PARKING 280.62 +3323.43=3604.05sq.mt. 295.92 +5227.73=5523.65sq.mt. MARGINE COMM. +RESI.=TOTAL ROSP-5) ½(40.60+44.59)X9.00=383.36sq.mt. COMM. +RESI.=TOTAL REQ PARKING OTHER PARKING 73.97 +671.3597.95442.05=1285.32sq.mt. BASEMENT FL 1178.40 +629.61186.281643.99=3638.28sq.mt. BASEMENT FL ROCP-11) ½(10.96+16.00)X11.22=151.24sq.mt. MARGINE 'A' BLDG. 'B' BLDG. ROCP-10) 1X16.008.32=133.12sq.mt. ROCP-9) 1X9.508.02=76.19sq.mt. ROCP-8) 1X13.8130.22=417.34sq.mt. ROCP-7) 1X32.2120.82=670.61sq.mt. ROCP-5) 1X15.765.50=86.68sq.mt. ROCP-4) 2X7.886.32=99.60sq.mt. ROCP-3) 1X10.2310.50=107.42sq.mt. ROCP-2) 1X5.5015.00=82.50sq.mt. GR. FL RVSP-2) ½(5.29+7.29)X5.25=33.02sq.mt. RVSP-1) ½(10.87+10.46)X3.73=39.78sq.mt. RVCP-1) 1X10.455.50=57.47sq.mt. ROSP-4) 1X38.954.52=176.05sq.mt. ROSP-3) ½(9.03+11.73)X5.98=62.07sq.mt. ROSP-2) 1X5.544.77=26.43sq.mt. ROSP-1) 1X25.381.50=38.07sq.mt. ROCP-6) ½(10.94+17.86)X15.32=220.60sq.mt. 'B' BLDG. GR. FL GR. FL 'A' BLDG. ROCP-1) ½(23.34+23.05)X42.30=981.15sq.mt. ROSP-10) 1X44.795.28=236.49sq.mt. ROSP-9) ½(9.70+5.63)X9.01=69.06sq.mt. ROSP-8) 1X3.3310.11=33.67sq.mt. ROSP-7) 1X5.554.17=23.14sq.mt. ROSP-6) 1X14.255.25=74.81sq.mt. VISITOR PARKING = 3638.28+1285.324923.60sq.mt. PROPOSED PARKING = 145.37+158.76304.13sq.mt. PROPOSED VISITOR'SPARKING = 3638.28+1285.324923.60sq.mt. = 145.37+158.76304.13sq.mt. LOAD&UNLODINGAREA=28.98sq.mt. TOTAL PARKING=5227.73sq.mt. OTHER PARKING COSP-1) ½(16.55+13.72)X6.26=94.75sq.mt. COCP-1) ½(9.88+13.72)X8.50=100.30sq.mt. LESS:- ½ (4.65+6.92)X5.01=28.98sq.mt. CVSP-1) ½(6.48+8.20)X3.90=28.63sq.mt. CVCP-1) ½(8.20+9.88)X3.60=32.54sq.mt. VISITOR PARKING 1 X5.509.63=52.97sq.mt. = 100.30+105.47205.77sq.mt. PROPOSED PARKING = 32.54+28.6361.17sq.mt. PROPOSED VISITOR'SPARKING PROPOSED PARKING ½X9.0319.47=87.90sq.mt. 1696.96-52.97=1643.99sq.mt. ½X10.465.25=27.46sq.mt. PROPOSED PARKING ½(3.78+1.58)X21.83=58.50sq.mt. 1X4.692.02=9.47sq.mt. ½ (8.60+10.49)X4.17=39.80sq.mt. ½ X6.583.06=10.07sq.mt. TOTAL PARKING=295.92sq.mt. ½ X3.7010.78=19.94sq.mt. ½ (4.40+1.75)X6.25=19.22sq.mt. ½ (5.27+5.25)X37.50=197.25sq.mt. 1 X30.455.50=167.47sq.mt. 1 X30.458.94=272.22sq.mt. 1 X7.362.50=18.40sq.mt. 1 X8.235.50=45.27sq.mt. 1 X5.285.27=27.83sq.mt. 1 X2.145.01=10.72sq.mt. = 100.30+105.47205.77sq.mt. = 32.54+28.6361.17sq.mt. =145.37sq.mt. =158.76sq.mt. =186.28sq.mt. =1178.40sq.mt. =1696.96sq.mt. =629.61sq.mt. =105.47sq.mt. =671.35sq.mt. =442.05sq.mt. =97.95sq.mt. =73.97sq.mt. REMARK REMARK ARCHITECT'S SIGN:- DEVELOPER’S SIGN:- REGISTRATION NO.TDO-DEVR- DEVELOPER’S NAME:- LAND OWNER/OWNERS. IT ISMYRESPONSIBILITYFORSIGNOF PERSONALLY LANDOWNER/OWNERS. OWNER /OWNERSONPLANS,APPLICATIONANDALL DOCUMENTS AREDONEINMYPRESENCE.IKNOW THIS ISTOCERTIFYTHATTHESIGNATUREOFLAND CERTIFICATE DRN BY:SAZMIN LIC. NO: OWNER'S SIGN:- GOVT. APPROVEDVALUER INTERIOR DESINGER A RCHITE PARKING PLAN TDO./AR. AAYOJAN www.aayojanarchitect.com 2477800-2477900 Himani Apartment,Majuragate,Surat. [email protected] Ar. HareshMahadevwala CHK BY: SUDA. NO: 8/8

B. ARCH 435

Annexure:5

Air NOC

30

Annexure:6

HFL level Certificate

31

Annexure:7

Details of STP

32 Design of Process Units

1. Design Flow: 150 cum/day 2. Characterization of raw sewage: The Characteristics of Primary Treated Water is as under:

Parameters Characteristic Of Raw Sewage

PH 7.0 to 8.0

BOD 5 at 20Cmg/lit 300 – 350 mg/lit

COD mg/l 500 – 600 mg/lit

Total Suspended Solids mg/lit 300 - 400 mg/lit

Oil & Grease 35 mg/lit

2. Quality Of Treated Waste Water After Tertiary Treatment: Parameter Limiting Concentration

PH. 7.0 to 8.5 Units

BOD 5-day 20’ C. < 30 mg/lit.

COD. < 100 mg/lit.

Total Suspended Solids mg/lit < 30 mg/lit

Oil & grease mg/l < 10 mg/lit.

3. Design of main process units based on Convectional Activated Sludge process. Following physical units are considering for Biological and Tertiary Treatment in design. 1) INLET COLLECTION CUM EQUALISATION SUMP 2) Equalization Tank (Primary Setter) 3) Aeration Tank 4) Secondary Settling Tank 5) Sludge Sump 6) Filter Press 7) Intermediate Collection Tank 8) Multi Grade Pressure Sand Filter 9) Activated Carbon Filter 10) Final Collection Tank Design details of various units for a 150 m3/day are given below: 1) Inlet Collection Sump (Designed for average flow) Working Volume of tank = 11.25 m3 For 1 No. Working Volume of one tank = 11.25 Depth of Flow = 2.5 m Required Surface Area = 4.50 m2 Length 'L' of eq. Tank = 2.12 m Width 'B' of eq. Tank = 2.12 m m Size of Inlet Collection Sump 2.20 X 2.20 X 2.5 SWD (SQUARE) + 1 FB - 1 No Actual Volume of tank provided 12.10 cu.m 2.0 PRIMARY TUBE SETTLER

INPUT DATA 1 Average Flow 150 m3/day Particle Settling Velocity 2 (TS) 0.5 m/hr 3 Factor of Safety (TS) 0.6 4 Settling S.A. In T.S. 11 m2/m3 of T.S. Volume 5 Ht. Of TS. Tubes 0.75 m Width of Inlet Baffle T.S. 6 Tank 0.5 m 7 Thickness of inlet baffle 0.115 m 8 F.B. Provided 0.3 m 9 Launder depth 0.3 m 10 Dist. Betn outlet launder to TS top 0.4 m 11 Dist. Betn bottom of TS to HB Start Pt. 0.7 m 12 Sludge collection Box 0.3 m 13 Plant running time 20 Hr.

DESIGN OF UNITS Qavg. = 7.5 m3/hr Qpeak = 2 X Qavg. 15 m3/hr

Primary Settling Tank (Tube settler Tank)

Qavg. = 7.5 m3/hr Total Settling Surface Area = 25.00 m2 Qty of Tubes required = 2.27 m3 Tube Pack plan = 3.03 m2 Size of Tube Module = 1.74 X 1.74 m Size of Secondary Clarifier = 2.40 X 1.80 X 2.15 m + 1.20 H.B. + 0.3 m F.B. + 0.3 m SB. Volume of tank provided = 11.9 cu.m Retention Time provided = 1.9 Hrs

3.0 AERATION TANK INPUT DATA 1 Average Flow 150 m3/day 2 COD Load 400 mg/lit 3 BOD Load 250 mg/lit 4 F.B. Provided for A.T. 1 m 5 SWD to be provided for AT 2.5 m 6 F/M Ratio 0.25 Considering conventional aeration, 7 MLSS 2500 mg/lit BOD<10 8 % Removal in PST 0 % % Removal in 1st stage 9 aeration 0 % 10 Plant running time 20 Hr. 11 O2/BOD Ratio 1.25 12 Oxygenation capacity Cs 6.6 13 Alpha Factor 1 14 Beta Factor 0.7 15 Residual D.O. in mixed liquor 2 mg/lit 16 Average Atmospheric Pressure at Plant P 715.54 17 No. of Aerator 1 No DESIGN OF UNITS Qavg. = 7.5 m3/hr Qpeak = 2 X Qavg. 15.0 m3/hr

BOD load to A.T. 250 mg/lit BOD load to AT-I considering % removal 0 0 % Say 250 mg/lit Aeration tank BOD of Influent = 250 mg/lit BOD Load = 37.5 kg/day Volume of A.T. = 60.00 m3

Depth of Flow = 2.5 m Required Surface Area = 24.00 m2 Total Volume 60.00 cu.m Legnth 'L' of A.T. = 6.93 m Width 'B' of A.T. = 3.46 m Size of A.T. = 7.00X3.50X2.5m SWD1FB Actual Volume of Aeration Tank = 61 cu.m Retention Time for avg flow = 9.8 Hrs OR (SQUARE) = 4.90 m L=B = 4.90 m m Size of A.T. = 4.90 X 4.90 X 2.5 SWD 88.5 + 1 FB Actual Volume of A.T. = 60.025 Cum Retention time at average flow = 9.60 Hrs 4.0 SECONDARY TUBE SETTLER TANK INPUT DATA 1 Average Flow 150 m3/day 2 Particle Settling Velocity (TS) 0.5 m/hr 3 Factor of Safety (TS) 0.55 4 Settling S.A. In T.S. 11 m2/m3 of T.S. Volume 5 Ht. Of TS. Tubes 0.75 m 6 Width of Inlet Baffle T.S. Tank 0.5 m 7 Thickness of inlet baffle 0.115 m 8 F.B. Provided 0.3 m 9 Recirculation ratio 0.33 10 Launder depth 0.3 11 Dist. Betn outlet launder to TS top 0.4 Dist. Betn bottom of TS to HB Start 12 Pt. 0.7 13 Sludge collection Box 0.3 14 Plant running time 20 Hr.

DESIGN OF UNITS Qavg. = 7.5 m3/hr Qavg taken for design 10.00 m3/hr

Secondary Settling Tank (Tube settler Tank)

Qavg. = 10.00 m3/hr Total Settling Surface Area = 36.36 m2 Qty of Tubes required = 3.31 m3 Tube Pack plan = 4.41 m2 Size of Tube Module = 2.10 X 2.10 m Size of Secondary TS Tank = 2.80 X 2.10 X 2.15 m + 1.40 H.B. + 0.30 m F.B. + 0.3 m SB. Volume of tank provided = 16.8 cu.m Retention Time provided = 2.7 Hrs

5.0 Multi Grade Pressure Sand Filter:

1 No of Units 1

2 Type Multi Grade Sand Filter 3 M.O.C. of Vessel FRP 4 Working pressure Kg./Cm2 Max. 3.5 Min. 1.7 5 Flow Rate m3/hr Max. 18.0 Min. 12.0 6 Pipe & Valve Size mm 80 7 Valve Type of valve MPV Valves 8 MOC FRP 9 Frontal Pipeing PVC 10 Filtering Media Type of Material Sand, Gravels , Pebbles 11 Pressure Gauge (100 0 to 0.5 kg/cm2 One No. mm) 12 Vessel size Dimensions 915 X 1829

6.0 Activated Carbon Filter

1 No of Units 1 2 Type Activated Carbon Filter 3 M.O.C. of Vessel FRP 4 Working pressure Kg./Cm2 Max. 3.5 Min. 1.7 5 Flow Rate m3/hr Max. 18 Min. 12 6 Pipe & Valve Size mm 63 7 Valve Type of valve MPV 8 Frontal Piping pvc 9 Filtering Media Type of Material Activated Carbon (Iodine Value - 800) 10 Pressure Gauge (100 0 to 0.5 kg/cm2 One No. mm) 11 Vessel size Dimensions 915 X 1829 7.0 CHLORINE CONTACT TANK CUM COLLECTION SUMP INPUT DATA 1 Average Flow : 150 m3/day 2 D.T. 2.5 Hr. 3 SWD 2 m 4 F.B. 0.3 m 5 Plant running time 20 Hr. 6 No. of units 1 No DESIGN OF UNITS Qavg. = 7.5 m3/hr

Intermediate Collection tank (Designed for average flow) Volume of tank = 18.75 m3 Depth of Flow = 2 m Required Surface Area = 9.38 m2 Length 'L' of ICT = 3.06 m Width 'B' of ICT = 3.06 m Size of Intermediate Coll tank = 3.10 X 3.10 X 2 m SWD (SQUARE) + 0.3 FB - 1 No Actual Volume of tank provided 19.22 cu.m

8.0 FINAL COLLECTION TANK INPUT DATA 1 Average Flow 150 m3/day 2 D.T. 6 Hr. 3 SWD 3 m 4 F.B. 0.3 m 5 Plant running time 20 Hr. 6 No. of units 1 No DESIGN OF UNITS Qavg. = 7.5 m3/hr

Final Collection Tank (Designed for average flow) Volume of tank = 45 m3 Depth of Flow = 3 m Required Surface Area = 15.00 m2 Length 'L' of ICT = 3.87 m Width 'B' of ICT = 3.87 m m Size of Final Coll Sump = 3.90 X 3.90 X 3 SWD (SQUARE) + 0.3 FB - 1 No Actual Volume of tank provided 45.63 cu.m Actual Retention Time 7.30 Hrs

L H B FB HB Sr No Description of Structures No of Units m m m m m 1 Inlet Collection Sump 1 2.20 2.20 2.5 1 0 2 Primary Settling Tank 1 2.40 1.80 2.15 0.3 1.20 3 Aeration Tank 1 4.9 4.9 2.5 1 0 4 Secondary Settling Tank 1 2.80 2.10 2.15 0.30 1.40 Intermediate Collection 3.10 3.10 2 0.3 0 5 1 Tank 3.90 3.90 3 0.3 0 6 Final Collection Tank 1

Note: Given dimensions are tentative and subject to be changed based on the site conditions, available land and finalization of layout diagram and flow diagram.

Annexure:8

Noc and Undertakings

33

Annexure:9

Pervious Environmental Clearance and it’s compliance

34 Point Wise compliance report of the Environmental Clearance granted

Project status: Construction work is started based on previous Environmental Clearance

EC CONDITION COMPLINACE STATUS A. PROJECT SPECIFIC CONDITIONS A1 CONSTRUCTION PHASE: A 1.1 WATER: 1. Fresh water requirement during the construction phase We are not using water more than 15.0 KL/day and it is shall be 15.0 KL/day and it shall be met through the water met through the water supply from Surat Municipal supply from Surat Municipal Corporation (SMC). No round Corporation (SMC). No ground water is tapped during water shall be tapped during the construction phase. the construction phase.

2. Sewage generated during the construction phase shall be Sewage generated during the construction phase is disposed off through drainage of Surat Municipal Corporation disposed off through drainage of Surat Municipal (SMC). Corporation (SMC).

A.2 OPERATION PHASE: A.2.1 WATER 3.Total water requirement during the operation phase shall Total water requirement during the operation phase will be 137.50 Kl/day, out of which fresh water of 81.50 Kl/day be 137.50 Kl/day, out of which fresh water of 81.50 shall be met through water supply system of Surat Municipal Kl/day will be met through water supply system of Surat Corporation (SMC) the remaining 56.0 Kl/day of water Municipal Corporation (SMC) the remaining 56.0 Kl/day requirement shall be met through treated sewage. No ground of water requirement will be met through treated water will be tapped during the operation phase. Metering of sewage. No ground water will be tapped during the the water shall be done and its records shall be maintained. operation phase. Metering of the water will be done and its records will be maintained. 4. Sewage generation during operation phase shall be 108.50 Sewage generation during operation phase will be Kl/day which shall be treated in the proposed onsite Sewage 108.50 Kl/day which will be treated in the proposed Treatment Plant. onsite Sewage Treatment Plant.

5. The unit shall install and efficiently operate STP of The unit will install and efficiently operate STP of adequate capacity for treating the sewage to be generated adequate capacity for treating the sewage to be during operation phase to achieve the GPCB norms at the generated during operation phase to achieve the GPCB STP outlet. Treated sewage conforming to GPCB norms shall norms at the STP outlet. Treated sewage conforming to be utilized within premises for gardening & flushing purpose GPCB norms will be utilized within premises for at the maximum extent possible. Only remaining quantity of gardening & flushing purpose at the maximum extent treated sewage shall be disposed off through drainage line of possible. Only remaining quantity of treated sewage will Surat Municipal Corporation (SMC) be disposed off through drainage line of Surat Municipal Corporation (SMC) 6. A proper logbook of STP operation and also showing the A proper logbook will be maintained quantity of treated sewage utilization within premises & quantity of treated sewage discharged into the drainage line shall be maintained and furnished to the GPCB from time to time.

7. Dual plumbing system with separate tanks and lines shall Dual plumbing system with separate tanks and lines will be provided for utilization of treated sewage for be provided for utilization of treated sewage for flushing flushing. 8. No bore well shall be constructed and existing bore wells, No bore well will be constructed and existing bore if any, shall be either sealed or converted into the well/s, if any, will be either sealed or converted into the recharge well. recharge well.

9. Rain water harvesting from rooftop and paved areas and Rain water harvesting from rooftop and paved areas ground water recharge through 2 nos. of percolation wells and ground water recharge through 2 nos of percolation shall be carried out as per the details submitted. Before wells will be carried out as per the details submitted. recharging the run off, pre-treatment must be done to remove Before recharging the run off, pretreatment must be suspended matter. done to remove suspended matter.

A.2.2 Air: 10. D. G. sets (4 x 62.5 KVA) proposed as backup power shall D. G. sets (4 x 62.5 KVA) proposed as backup power be of enclosed type and confirm to prescribe standards under will be of enclosed type and conform to prescribed EPA rules. Necessary acoustic enclosures shall be provided standards under EPA rules. Necessary acoustic at diesel generator set to mitigate the impact of noise. enclosures will be provided at diesel generator set to mitigate the impact of noise. 11. The gaseous emissions from the D.G. Sets shall conform The gaseous emissions from the D.G. Sets will be to the standards prescribed under EPA Rules as amended conform to the standards prescribed under EPA Rules from time to time. At no time, the emission levels shall go as amended from time to time at no time, the emission beyond the stipulated standards. levels will go beyond the stipulated standard.

12. The stack height of the D.G. Sets shall be equal to the The stack height of the D.G. Sets will be equal to the height needed for the combined capacity of all proposed D.G. height needed for the combined capacity of all proposed Sets. D.G. Sets

A.2.3 SOLID WASTE: 13. The solid waste generated shall be properly collected and The solid waste generated will be properly collected and segregated at source. The biodegradable waste be converted segregated at source. The biodegradable waste will be into useful end product by treating it into the proposed onsite converted into useful end product by treating it into the Organic Waste Convertor, the recyclable waste shall be sold proposed onsite Organic Waste Converter and the to vendors whereas the other garbage shall be disposed off recyclable waste will be sold to vendors whereas the properly as provisions made by the Surat Municipal other garbage will be disposed off properly as per the Corporation (SMC) provisions made by the Surat Municipal Corporation (SMC). A.2.4 SAFETY: 14. Firefighting facilities like fire extinguishers on each floor & Firefighting facilities like fire extinguishers on each floor in the basement, wet riser opening at each floor, manually & in the basement, wet riser opening at each floor, operated electric fire alarm system, hose reel, terrace water manually operated electric fire alarm system, hose reel, tanks of 15 KL capacity, underground water tank of 100 KL. terrace water tanks of 15 KL capacity, underground smoke detectors etc. shall be provided as proposed. water tank of 100 KL, smoke detectors etc. will be provided as proposed. 15. All the staircases and lifts shall open out at ground level All the staircases and lifts will open out at ground level from the highest point of building (with access from each floor] from the highest point of building [with access from each for than 500 m2 emergency evacuation. Two staircases shall floor} for emergency evacuation. Two staircases will be be provided in each building having floor area more on each provided in each building having floor area more than floor. 500 m2 on each floor.

16. In basement at least two separate ramps of adequate Two separate ramps of adequate width and slope is width and slope shall be provided, located preferably at provided, located preferably at opposite ends in opposite ends basement. 17. Provision for adequate air changes per hour in the Provision for adequate air changes per hour in the basement shall be made so as to avoid buildup of CO in the basement. is made so as to avoid buildup of CO in the area. area.

18. Car park exhaust system equipped with CO (Carbon Proper ventilation is provided to eliminate the Monoxide) sensor shall be provided to ensure operation of requirement of CO sensor in the basement and it will be exhaust fans as CO concentration levels. monitored regularly to avoid any kind of accident.

A.2.5 PARKING / TRAFFIC CONGESTION: 19. Minimum parking space of 5,523.65 m2 (2,086.04 m2 in We will provide total parking space of 5,523.65 m2 basement +1,035 .23m2 in hollow plinth +2,402.38m2 as open surface parking) shall be provided as proposed.

A.2.6 ENERGY CONSERVATION: 20. Energy conservation measures viz. maximum utilization All Energy conservation measures viz. maximum of natural light, roof-top thermal insulation, LED lighting utilization of natural light, roof-top thermal insulation, fixtures in the common areas, appropriate design to shut out LED lighting fixtures in the common areas, appropriate excess heat and gain loss. use of solar energy in external design to shut out excess heat and gain loss, use of lighting (landscape lighting). use of aerated blocks, roof top solar energy in external lighting (landscape lighting), solar panels or 60 KW etc. shall be use of aerated blocks etc. will be implemented as Implemented as proposed. proposed. A.2.7 GREEN BELT: 21. Green belt area of 600.0 m2comprising of 300.0 m2 tree We have kept reserve 600.0 m2green belt area and it covered area with 100 trees within premises shall be shall be developed after completion of project. developed as proposed. The other open spaces inside the plot shall be suitably landscaped and covered with vegetation of indigenous tree species B. GENERAL CONDITIONS: B.1 PRE-CONSTRUCTION AND CONSTRUCTION PHASE 22. Environment Management Cell shall be formed, which shall supervise and monitor the environment related aspects Environment Management Cell is already formed of the project during construction and operational phases in addition to observance of Gujarat Building and other Construction Workers'(Regulation of Employment & Conditions of Service) Rules 2003.

23. Prior permission from the competent authority shall be Prior permission from the competent authority are obtained for cutting of the existing trees before site obtained for cutting of the existing trees before site preparation work is commenced. preparation work is commenced.

24. Water demand during construction shall be reduced by Water demand during construction is reduced by use of use of curing agents, super plasticizers and other best curing agents, super plasticizers and other best construction practices construction practices.

25. Temporary wind shield shall be done to prevent dust Temporary wind shield is done to prevent dust emission emission spreading outside the project premises. Barricade spreading outside the project premises. Barricade of of adequate height shall be provided on the periphery of the adequate height are provided on the periphery of the construction site with adequate signages. Individual building construction site with adequate signages. Individual within the project site shall also be provided with barricades. building within the project site will also be provided with barricades. 26. Regular water sprinkling shall be done in vulnerable areas Regular water sprinkling is done in vulnerable areas for for controlling fugitive emission. controlling fugitive emission.

27. Material shall be covered during transportation to avoid Material are covered during transportation to avoid the the fugitive emission. fugitive emission.

28. Uniform piling and proper storage of sand to avoid fugitive Uniform piling and proper storage of sand to avoid emissions shall be ensured' fugitive emissions are ensured

29. Structural design of the project shall strictly adhere to the Structural design by expert’s structural engineer has seismic zone norms for earthquake resistant structures. been done and adheres to the seismic zone norms for earthquake, please refer structure engineer certificate

30. The planning, designs and construction of all buildings The planning, designs and construction of all buildings shall be such as to ensure safety’ from fire. will such as to ensure safety from fire.

31. The project proponent shall ensure maximum We ensure maximum employment to the local people. employment to the local people.

32.All required sanitary and hygienic measures shall be All required sanitary and hygienic measures is provided provided before starting the construction activities and to be before starting the construction activities and to be maintained throughout the construction phase. maintained throughout the construction phase.

33. Provision shall be made for housing of construction labor Provision is made for housing of construction labor within the site with all necessary infrastructure and facilities within the site with all necessary infrastructure and such as fuel for cooking, mobile toilets, mobile STP, safe facilities such as fuel for cooking, mobile toilets, mobile drinking water, medical healthcare, creches, electricity & STP, safe drinking water, medical healthcare, creches, ventilation, canteen, rest rooms, safe disposal system for electricity, ventilation, canteen, rest rooms, safe garbage, first aid, medical and emergency facilities etc. to disposal system for garbage, first aid, medical and ensure that they do no ruin the existing environmental emergency facilities etc. to ensure that they do no ruin condition. The housing may be in the form of temporary the existing environmental condition. The housing may structures to be removed after completion of the project. be in the form of temporary structures to be removed- after completion of the project. 34. Adequate personal protective equipment’s shall be Adequate personal protective equipment’s are provided provided to the construction workers to ensure their safety to the construction workers to ensure their safety and and the project proponent shall ensure its usage by the we ensure its usage by the labors. labors.

35. First Aid Box shall be made readily available in adequate First Aid Box will be made readily available in adequate quantity at all the times. quantity at all the times.

36. Training shall be given to all workers on construction Training is given to all workers on construction safety safety aspects. aspects on monthly basis.

37. The project proponent shall strictly comply with the We are strictly complied with the Building and other Building and other Construction Workers'(Regulation of Construction Workers'(Regulation of Employment & Employment & Conditions of Service) Act 1996 and Gujarat Conditions of Service) Act 1996 and Gujarat rules made rules made there under and their subsequent amendments. there under and their subsequent amendments and compliance is being filed on regular basis along with payment of Construction cess 38. The overall noise level in and around the project area The overall noise level in and around the project area shall be kept well within the prescribed standards by are kept well within the prescribed standards by providing noise control measures including acoustic providing noise control measures including acoustic insulation, hoods, silencers, enclosures vibration dampers insulation, hoods, silencers, enclosures vibration etc. on all sources of noise generation dampers etc. on all sources of noise generation. 39. Ambient noise levels shall conform to residential Ambient noise levels are confirmed to residential standards both during day and night. Incremental pollution standards both during day and night. Incremental load on the ambient air and noise quality shall be closely pollution load on the ambient air and noise quality are monitored during construction phase closely monitored during construction phase.

40. The noise generating equipment’s, machinery and The noise generating equipment’s, machinery and vehicles shall not be operated during the night hours and shall vehicles are the Day time hours i.e. 8:00 am to 6 Pm be maintained properly to avoid generation of high noise due only and are maintained properly to avoid generation of to wear and tear. noise due to wear and tear.

41. Use of diesel generator sets during construction phase Use of diesel generator sets during construction phase shall be strictly with acoustic enclosure and shall conform to is strictly with acoustic enclosure and are conform to the the EPA Rules for air and noise emission standards. EPA Rules for air and noise emission standards.

42. Safe disposal shall be ensured of wastewater and Safe disposal of wastewater and municipal solid wastes municipal solid wastes generated during the construction generated during the construction phase is ensured. phase

43.All topsoil excavated during construction activity shall be All topsoil excavated during construction activity is used used in horticultural/ landscape development within the in horticultural I landscape development within the project site project site.

44. Construction materials and debris shall be properly stored The construction materials and debris are being send to and handled to avoid negative impacts such as air SMC’s Authorized C&D waste recycling unit on daily pollution and public nuisances by blocking the roads and basis as per the policy of SMC vide resolution no: public passages. 1621/2016, date: 10-10-2016.

45. Construction debris shall be reused in construction of Construction debris are reused in construction of roads, roads, levelling the site etc. Waste packaging material (like leveling the site etc. Waste packaging material (like used cement bags, waste paper, cardboard packing used cement bags, waste paper, cardboard packing material), metal scraps etc. shall be sold to recyclers or Shall material), metal scraps etc. are sold to recyclers or are be sent to the nearest municipal solid waste landfill site. sent to the nearest municipal solid waste landfill site.

46. Excavated earth to be generated during the construction Excavated earth to be generated during the phase shall be utilized within the premises to the maximum construction phase are utilized within the premises to extent possible and balance quantity of excavated earth shall the maximum extent possible and balance quantity of be competent authority after taking the necessary excavated earth are disposed off with the approval of precautions for general safety disposed off with the approval the competent authority after taking the necessary of the and health aspects. Disposal of the excavated earth precautions for general safety and health aspects. during construction phase shall not create adverse effect on Disposal of the excavated earth during construction neighboring communities. phase is not creating adverse effect on neighboring communities. 47. Provisions of Construction & Demolition Waste All Provisions of Construction & Demolition Waste Management Rules-2016 shall be strictly adhered to. Management Rules-2016 are strictly adhered.

48. Vehicles hired for bringing construction material at the site Vehicles hired for bringing construction material at the shall be in good conditions and conform to Applicable air and site are in good conditions and conform to applicable air noise emission standards and shall be operated only during and noise emission standards and are operated only day time and non-peak hours. during day time and non-peak hours.

49. Project proponent shall ensure use of eco-friendly We are using eco-friendly building materials including building materials including fly ash bricks, fly ash paver fly ash bricks, fly ash paver blocks, Ready Mix Concrete blocks, Ready Mix Concrete [RMCJ and lead-free paints in [RMCJ and lead-free paints in the project. the project.

50. Fly ash shall be used in construction wherever applicable Fly ash are used in construction wherever applicable as as per provisions· of Fly ash Notification under the E.P Act, per provisions of Fly Ash Notification under the E P. Act, 1986 and its subsequent amendments from time to time. 1986, and its subsequent amendments from time to time.

51. Use of glass shall be minimal and only low emissive glass Use of glass will be minimal and only low emissive glass shall be used in the project to reduce the electricity will be used in the project to reduce the electricity consumption and load on air conditioning. consumption and load on air conditioning.

B2. OPERATION PHASE AND LIFE TIME: 52. Low water consuming devices shall be provided. Fixtures Low water consuming devices will be provided. Fixtures for showers, toilet, flushing and drinking shall be of tow flow for showers, toilet, flushing and drinking are of low flow either by use of aerators/ diffusers or pressure reducing either by use of aerators/ diffusers or pressure reducing devices etc. devices etc. 53. A water meter shall be installed on rain water harvesting A water meter will be installed on rain water harvesting & ground water recharge well system & compliance report of & ground water recharge well system & compliance the same shall be submitted to concerned authorities. report of the same is will be submitted to concerned authorities.

54. Used oil shall be sold only to the registered recycler Used oil will sold only to the registered recycler.

55. Provisions of Solid Waste Management Rules-2016 shall All Provision of Solid Waste Management Rules-2016 be strictly adhered to. will be strictly adhered.

56. Requisite firefighting facilities as per the requirement of Requisite firefighting facilities as per the requirement of NBC and Gujarat Fire Prevention and Life Safety Measures NBC and Gujarat Fire Prevention and Life Safety Act-2013 along with the rules & regulations made there under Measures Act-2013 & rules made there under will be shall be provided. provided.

57. Underground fire water storage tanks and terrace water Underground fire water storage tanks and terrace water storage tanks of adequate capacity shall be provided as storage tanks of adequate capacity is provided as proposed. Adequate provision shall be made to ensure that proposed. Adequate provision has been made to water from the Fire Water Tank shall not be used for any other ensure that water from the Fire Water Tank shall not be purpose. used for any other purpose.

58. Dedicated power back up system shall be provided in the Dedicated power back up system will be provided in the case of power failure & emergency of fire water pumps. case of power failure & emergency of fire water pumps. 59. First Aid Box shall be made readily available in adequate First Aid Box will be made readily available in adequate quantity at all the times. quantity at all the times.

60. Main entry and exit shall be separate and clearly marked Main entry and exit will be kept separate and clearly in the facility marked in the facility.

61. Necessary emergency lighting system along with Necessary emergency lighting system along with emergency power back up system shall be provided. further emergency power back up system will be provided. necessary auto glow signage at all appropriate places shall Further, necessary auto glow signage at all appropriate be provided to guide to guide the people towards exits and places are provided to guide the people towards exits the assembly points during emergency. and assembly points during emergency.

62. Sufficient peripheral open passage shall be kept in the Sufficient peripheral open passage is kept in the margin margin area for free movement of fire tender/emergency area for free movement of fire tender/ emergency vehicle around the premises. vehicle around the premises.

63. The overall noise level in and around the project area The overall noise level in and around the project area shall be kept well within the prescribed standards by will be kept well within the prescribed standards by providing noise control measures including acoustic providing noise control measures including acoustic insulation, hoods, silencers, enclosures vibrations dampers insulation, hoods, silencers, enclosures vibrations etc. on all sources of noise generation including D.G. Sets. dampers etc. on all sources of noise generation The ambient noise levels shall confirm to the including D.G. Sets. The ambient noise levels are standards prescribed under the Environment (Protection) Act confirmed to the standards prescribed under the and Rules. Environment (Protection) Act and Rules.

64. The area earmarked for the parking shall be used for The area earmarked for the parking will be used for parking only. No other activity shall be permitted in this area. parking only. No other activity will be permitted in this area.

65. Traffic congestion near the entry and exit points from the Traffic congestion near the entry and exit points from roads adjoining the proposed project site shall be avoided. the roads adjoining the proposed project site will be No public space including the service road shall be used or avoided. No public space including the service road will blocked for the parking. be used or blocked for the parking.

66. The project proponent shall install energy efficient We will install energy efficient devices, appliances, devices, appliances, motors, and pumps conforming to the motor and pumps conforming to bureau of energy Bureau of Energy Efficiency norms. efficiency norms.

67. The transformers and motors shall have minimum The transformers and motors will have minimum efficiency of 85% efficiency of 85%

68. Only variable frequency motor drives shall be used in Only variable frequency motor drives will be used in project. project.

69. Application of solar energy shall be incorporated for Application of solar energy will be incorporated for illumination of common areas, lighting for gardens and street illumination of common areas, lighting for gardens and lighting. In addition, the provision for solar water street lighting in addition the provision for solar water heating system shall also be provided. heating system are also be provided.

70. Use of glass shall be minimal to reduce the heat island Glass has been used only for windows; no glass wall effect as well as to reduce the electricity consumption. has been created to eliminate the heat island effect as well as to reduce the electricity consumption

71. The area earmarked as green area shall be used only for The area earmarked as green area will be used only for plantation and shall not be altered for any other purpose. plantation and shall not be altered for any other purpose 72. Drip irrigation/low volume, low angle sprinkler system Drip irrigation/low volume, low angle sprinkler system shall be used for the lawns and other green area including will be used for the lawns and other green area including tree plantation. tree plantation. 73. The project proponent shall inform to SEAC I SEIAA We will inform to SEAC I SEIAA regarding the transfer regarding the transfer of management responsibility to the of management responsibility to the Society I Society I Association to be formed for the proposed project Association to be formed for the proposed project with with all the supporting documents. The Society/ Association all the supporting documents. The Society/ Association formed for further management of the proposed project shall formed for further management of the proposed project be responsible for compliance of all the conditions stipulated will be responsible for compliance of all the conditions in the Environmental Clearance order. stipulated in the Environmental Clearance order. 74. Environmental Clearance granted for the project on the Noted basis of documents related to land possession submitted shall become invalid in case the actual land for the project site turns out to be different from the land considered at the time of appraisal of the project and mentioned in the EC.

75. All other statutory clearances such as N.A. permission, NOC from Airports Authority of India and land document approvals for storage of diesel from PESO, Fire Department, NA are already obtained. Airports Authority of India etc., if applicable, shall be obtained by the project proponent from the competent authorities. 76. All the conditions as may be stipulated in the NA order, Noted Development permission, Building Use permission, NOC obtained from Fire Department etc. shall be strictly complied with. 77. The project management shall also comply with all the The project management will comply with all the environment protection measures, risk mitigation measures environment protection measures, risk mitigation and safeguards proposed by them measures and safeguards proposed by them.

78. All the commitments I undertakings given to the SEAC Noted during the appraisal process for the purpose of environmental protection and management shall be strictly adhered to. 79. The project proponent shall also comply with any We will comply with any additional condition that may additional condition that may be imposed by the SEAC or the be imposed by the SEAC or the SEIAA or any other SEIAA or any other competent authority for the purpose for competent authority for the purpose of the the environmental protection and management. environmental protection and management.

80. All the terms & conditions prescribed in the amendment Noted of EIA Notification - 2006 published by the MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016, shall be complied with letter & spirit. 81.The project proponent shall strictly comply with the We are strictly complied with the Gujarat Building and Gujarat Building and other Construction Workers' (Regulation other Construction Workers Act & rules and compliance of Employment & Conditions of Service) Rules 2003 as well is being filed on regular basis along with payment of as Gujarat Lifts & Escalators Rules as amended from time to Construction cess. time

82. No further expansion or modifications in the project likely Noted to cause environmental impacts shall be carried out 82. No further expansion or modifications in the project likely Noted to cause environmental impacts shall be carried out without obtaining prior Environment Clearance from the concerned authority. 83. The above conditions shall be enforced. inter-alia under Noted the provisions of the water (Prevention & Control of Pollution) Act. 1974, Air (Prevention & Control of Pollution) Act, 1981, the Environment (Protection) Act 1986 and the Hazardous Wastes (Management Handling and Tran boundary) Rules, 2008, Building and Other Construction Workers' (Regulation of Employment & Conditions of Service) Act-1996, The Gujarat Lifts and Act 2000 along with their amendments and rules.

B3. OTHER CONDITIONS 84. The project proponent shall allocate the separate fund of Noted Rs. 120 lacs for activities like provision of library room, books, uniform etc. in nearby schools, health camps, medical checkup, training and skill development. sanitation facility etc. in accordance to the MoEFCC's Office Memorandum No. F.No.22-65/2017-IA.III dated 01/05/2018 to carry out the activities under CER in affected area around the project. The entire activities proposed under CER shall be monitored and the monitoring report shall be submitted to the regional office of MoEFCC’s as a part of half-yearly compliance report and to district collector. The monitoring report shall be posted on the website of the project proponent. 85. The project proponent shall allocate the separate fund for We have already allocated separate funds for corporate Corporate Environment Responsibility (CER) in accordance environment responsibility in accordance to the to the MoEFCC's Office Memorandum No. F.No.22-65/2017- MoEFCC's Office Memorandum No. F.No.22-65/2017- IA.III dated 01/05/2018 to carry out the activities under CER IA.III dated 01/05/2018 and we have carried out activity in affected area around the project. The entire activities of cleaning of canal near to our project till June 2019 proposed under CER shall be monitored and the monitoring and its estimated cost was Rs. 2 Lakhs.CER funds will report shall be submitted to the regional office of MoEFCC’s we utilized as planned and mentioned in future. as a part of half-yearly compliance report and to district collector. The monitoring report shall be posted on the website of the project proponent. 86. The project authorities shall earmark adequate funds to Noted implement the conditions stipulated by SEIAA as well as GPCB along with the implementation schedule for all the conditions stipulated herein. The funds so provided shall not be diverted for any other purpose.

87. The project proponent shall adhere to provisions made Noted for Corporate Environment Responsibility "CER" In Office Memorandum dated 01 /05/2018 by Ministry of Environment. Forests & Climate Change and its amendments from time to time in a letter and spirit.

88. The applicant shall inform the public that the project has It has been already complied. been accorded environmental clearance by the SEIAA and that the copies of the clearance letter are available with the GPCB and may also be seen at the Website of SEIAA/ SEAC/ GPCB. This shall be advertised within seven days from the date of the clearance letter, in at least two local newspapers that are widely circulated in the region, one of which shall be in Gujarati language and the other in English. A copy each of the same shall be forwarded to the concerned Regional Office of the Ministry. 89. It shall be mandatory for the project management to Noted submit half-yearly compliance report in respect of the stipulated prior environmental clearance terms and conditions in hard and soft copies to the regulatory authority concerned and shall be uploaded on website of Gujarat Real Estate Regulatory Authority. on 1st June and 1st December of each calendar year 90. The project authorities shall also adhere to the Noted stipulations made by the Gujarat Pollution Control Board.

91. The project authorities shall inform the GPCB. Regional Noted Office of MoEF&CC and SEIAA about the date of financial closure and final approval of the project by the concerned authorities and the date of start of the project.

92. The SEIAA may revoke or suspend the clearance, if Noted implementation of any of the above conditions is not found satisfactory. This environmental clearance is valid for seven years from the date of issue.

93. Any appeal against this environmental clearance shall lie Noted with the National Green Tribunal, if preferred, within a period of 30 days as prescribed under Section 16 of the National Green Tribunal Act, 2010.

94. Submission of any false or misleading information or data Noted which is material to screening or scoping or appraisal or decision on the application makes this environment clearance cancelled

Annexure – A Copy of Environment Clearance letter

Annexure – B Newspaper advertisement for EC

Annexure – C Rajahiththi

Annexure – D Labour insurance policy

Annexure – E Structural certificate

Annexure – F CER Activity photographs

Annexure:10

Construction Format

35 Project Details – Construction Sector

Sr. Particulars Details No . 1. Proposal is for Expansion Project [ ] 2. Type of Project Residential & Commercial 3. Project / Activity 8(a) No. [8(a) or 8(b)] 4. Name of the Vacanza Homes project 5. Name of M/s Harsh Buildcorp LLP Developer 6. Estimated Rs.1.5 crores Project Cost (Rs. In Crores) 7. Whether Yes, construction has been started as per granted Environmental construction Clearance. work has been initiated at site? If yes, details thereof 8. Site coordinates 1. 72°48'16.41"E 21° 8'12.88"N 2. 72°48'18.78"E 21° 8'12.91"N 3. 72°48'18.80"E 21° 8'15.16"N 4. 72°48'16.43"E 21° 8'16.30"N

9. Project Details  Land / Plot Area (m²): 6,404 m²  FSI area (m2): 17,627.23 m²  Total BUA (m2): 24,838.82 m²

Permissible Proposed FSI Area (m²) 25,616 17,627.23 Ground Coverage (m²) -- 1,880.89 Common Plot Area (m²) 640.40 640.40 Max. building height (m) 70 45 10. Building Details  No. of Buildings:- 2  Scope of buildings/blocks: 2 nos of building having Basement + Hollow plinth +14 floors  No.& size of Residential & Commercial Units: 234 Residential units and 24 Commercial Units  Details of amenities if any: Club house and jogging track 11. No. of expected 1,290 residents / users 12. Water & waste  Water requirement (KL/day):15 water details  Source of water: Water supply from SMC during  Waste water generation quantity (KL/day):2.1 construction phase  Mode of disposal: Details of reuse of water, if any :SMC drain 13 Water & waste  Total Water requirement (KL/day): 172 water details  Fresh water requirement (KL/day): 101 during operation  Source of water: Water supply from SMC phase

1

Sr. Particulars Details No .  Waste water generation quantity (KL/day): 135  Mode of disposal: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged into the drainage line of SMC.  In case of STP provision, capacity of STP:- 150 KLD  STP Technology:- FMR technology  Purposes for treated water utilization: -Flushing and gardening.  Quantity of treated water to be reused: 1.Gardening (KL/day):- 3 2. Flushing (KL/day):- 68  Provision of dual plumbing system (Yes/No): -Yes  Quantity and type (treated/untreated) of water to be discharged: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged into the drainage line of SMC.  Mode of disposal: as above. 14 Status of water Both drainage and water supply lines are existing at site. supply and drainage line 15 Solid waste Construction Phase: Management Generation Quantity to Mode of Disposal / (m3) be reused Reuse

(m3)

Top Soil 640 m3 600 m3 600 m3 of excavated Top Soil Utilized for greenbelt development

Other 8,528.76 m3 - 8,568.76 m3 of other excavated excavated earth shall earth be utilized for other project after payment of necessary royalty

Construction 100 kg/day Nil Send to C & D waste debris management facility of SMC

Steel scrap 15kg/day Nil Sold off to recyclers

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Sr. Particulars Details No . Discarded 6kg/day packing materials

Operation Phase: Type of Generation Mode of waste Mode of Disposal waste Quantity collection / Reuse (Kg/day) Dry waste 203 kg/day Into bins to be Disposal through Wet waste 304 kg/day provided door to door within waste collection premises. system of SMC.  Details of segregation if to be done: For Solid waste segregation at source will be adopted and wet waste will be processed within premises using OWC, Recyclable material will be sold to recycler.  Capacity and no. of community bins to be placed within premises: 2 nos of bin having capacity of 150 kg each for dry waste and 150 kg for wet waste will be provided to each building.  Landfill site where waste will be ultimately disposed by local authority: Khajod Disposal Site 16 Parking Details  Total parking area requirement for the project as per GDCR: 3,693.81 m²  Parking area requirement for residential units as per GDCR: 3,413.198 m²  Parking area requirement for commercial units as per GDCR: 280.62 m²  Total number of CPS requirement for the project as per NBC :187  Total Parking area provided (m²) & No. of CPS: 5,523.65 m² and 208 CPS  Parking area provided in Surface (m²) & No. of CPS: 2,402.38 m² and 105 CPS  Parking area provided in basement (m²) & No. of CPS: 2,086.04 m² and 66 CPS  Parking area provided in hollow plinth (m²) & No. of CPS: 1,035.23 m² and 37 CPS 17 Traffic  Width of adjacent public roads: 12 m, 45 m and 18 m wide TP road Management  Number of Entry & Exit provided on approach road/s:Two gates will be provided  Width of Entry & Exit provided on approach road/s: 7.5 m  Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 6.0 m  Width of all internal roads: 6.0 m  Measures for traffic management: Security guards will be arranged at each (Entry & Exit) point and they will be trained. Traffic direction will be maintained. 18 Details of Green provision to install aerated coke (Foam Type) in wash basins, kitchen, low Building flush water closets in toilet and pressure reducing valves in water pipeline, measures rain water harvesting & ground water recharge, maximum utilization of natural proposed. light, roof-top thermal insulation, LED lighting fixtures in the common areas,

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Sr. Particulars Details No . appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (landscape lighting), use of aerated blocks etc. 19 Energy  Power supply: Requirement, Maximum demand: 1300 KW Source and Connected load:1400 KW Conservation Source: DGVCL  Energy saving measures: Maximum utilization of natural light, roof-top thermal insulation, LED lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), use of aerated blocks etc.  DG Sets: No. and capacity of the DG sets:4 and 62.5 KVA Fuel & its quantity: diesel (10 Liter/h) Note : - D.G. Sets will be used incase of power failure or fire emergency 20 Fire and Life  During the construction phase: Fire extinguishers at various locations and Safety Measures can be easily accessible, to keep printed board showing important telephone number of fire, ambulance, hospital etc. training to the workers on safety aspects, first aid box at identified places within premise, doctor & ambulance services, provision of PPE’s like helmet, gumboot/safety net, safety goggles etc.  During the operation phase: Fire extinguishers on each floor & in the basement, wet riser opening at each floor, manually operated electric fire alarm system, hose reel, terrace water tanks of 15 KL capacity, underground water tank of 100 KL, smoke detectors etc.  Nearest fire station: Majura fire station. Distance from project site: 4.5 Km. 21 Details on staircase Type & no. of No. of Floor No. of Width of the Travel distance buildings floors area staircase staircase (m) A B+G+14 561.91 2 2.00 m Less than 15 m B B+G+14 692.65 2 2.00 m Less than 15 m

22 Rain Water  Level of the Ground water table: 10.40 m Harvesting  No. & dimensions of RWH tank(s) :- (RWH)  No. and depth of percolations wells : 2  Details on Pre-treatment facilities : only roof top rainwater harvesting is proposed Green area  Tree covered area (m²) :300 23 details  Area covered by shrubs and bushes (m²): included in lawn covered area.  Lawn covered area (m²):300  Total Green Area (m²):600  Green Area % of plot area:9.36 %  No. of trees and species to be planted: 100 trees of Gulmohar, Jambu, Bakam Limdo, Chikoo, Ashopalav, Kadam, Rayan etc. 24 Budgetary  Sewage Treatment Plant including dual plumbing- 95 allocation for  Landscaping & Gardening- 10 Environmental  Solid waste Management- 8 Management  Rainwater harvesting- 6 Plan  Energy Conservation- 20 (Rs. in lacs)  Total Cost- 139 (Rs. In Lakhs)

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Sr. Particulars Details No . 25 Proposed dust Loading & Transportation in covered Trucks, Covered shed provided for control cement unloading activity, Temporarily Wind Screen around project site will measures during be constructed, Sprinkling of water on roads and in vicinity of storage area. the construction phase 26 Eco friendly Fly ash bricks & aerated block, paving blocks, RMC (Ready Mix Concrete), building material lead free paints etc. usage details. 27 Facilities to be Sanitation facilities, drinking water & tap water, sewage disposal facility, first provided to the aid box, free medicines, doctor service, adequate PPEs etc. construction workers 28 Document Copy of index submitted by them shows that NA land for residential cum related to Land commercial use in the name of applicants. possession

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