CONCEPTUAL PLAN

PROPOSED COMMERCIAL - RESIDENTIAL COMPLEX, SHUKAN RESIDENCE PLAZA On Block No :- 221/P O.P. No - 168 ,

F.P. No - 168 , ( As Per Draft ) , Block No:- 221/A/1, 221/B,O.P No:-168/1, F.P.No:-168/1, ( As Per T.R. ) T.P.S. No:-59 ( Unn ) Surat. Gujarat

TABLE OF CONTENTS

Sr no Description Page no 1 Company introduction 4 2 Project location 4 3 Project cost 6 4 Project description 6 4.1 Infrastructural features 6 4.2 Built-up area summary 6 5 Electricity 6 5.1 Power requirement 6 5.2 Source of power 7 5.3 Electrical load demand 7 5.4 Substation and power supply 7 5.5 Power factor control 7 5.6 Captive generation 7 5.7 Earthing 8 6 Energy conservation details 8 7 Water & waste water system 8 7.1 Sources of Water 9 7.2 Waste Water System 10 8 Environmental management during construction and 10 operation phase 9 Proposed Parking Projection 12 10 Rainwater Harvesting and Storm Drainage 13 11 Green belt development 14 12 Objectives of risk assessment 14 12.1 Risk identification and risk mitigation 14 12.2 Disaster management plan 14 12.3 Safety measures 15 13 management system 16 14 Risk of earthquake 17 15 Emergency management group 17

2 ANNEXURES

Sr No DESCRIPTION 1 Lay out plan 2 wise layout plan and Elevation plan 3 Parking plan & plan 4 HFL certificate 5 Undertakings 6 Details of STP 7 Construction Format 8 Airport NOC

3 1.0 COMPANY INTRODUCTION

Our Group is a success story spanned across decades and continues to achieve higher targets relentlessly for quality performance and service in diverse fields of Civil Construction.

The group has made an impact on the supply side of the modern-day living. A style that has been the dream of new class of consumers, a style encompassing the whole range of consumption pattern of the young and the upcoming consumers that has become synonym.

The higher standards are set by the group in its pursuit to position Gujarat at par with the developed economies of the India and with a vision to be and remain at the commanding height of Real Estate Business.

The development of proposed facility falls under Item No. 8 (a) in Notification vide S.O. 1523(E) dated 14th September 2006 issued by Ministry of Environment and Forest and amended there after and accordingly need to obtain prior environmental clearance from respective committee before starting the project activities. Formal EIA / EMP, Public consultation is not required for this project as per EIA notification and can be considered directly for appraisal for grant of the Environmental clearance on basis of conceptual plan.

2.0 PROJECT LOCATION Proposed Facility will be developed at Block No :- 221/P O.P. No - 168 , F.P. No - 168 , ( As Per Draft ) , Block No:- 221/A/1, 221/B,O.P No:-168/1, F.P.No:-168/1, ( As Per T.R. ) T.P.S. No:-59 ( Unn ) Surat. The latitude and longitude of proposed site are 21° 6'10.67"N and 72°51'44.22"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.

4 Project Location:

Salient Feature of the Site Feature Description Plot. No. Block No :- 221/P O.P. No - 168, F.P. No Village - 168,(As Per Draft), Block No:- 221/A/1, 221/B,O.P No:-168/1, F.P.No:-168/1,(As Per T.R.) T.P.S. No:-59(Unn) City Surat State Gujarat Latitude and Longitudes of the project site 21° 6'10.67"N and 72°51'44.22"E Mean Sea Level 10 m Total area acquired 6024.00 sq. mt. Total Built up area 22,583.86 sq. mt. Type of Land Private Residential-commercial land Nearest railway station Surat –11.50 Km (N Direction) National Highway NH.No. 8 (~12 km) (E)

Nearest Air port Surat– 12.50 Km (W) Ratan J Batliboi Architects National park/Reserved forest None Within 10 km Radius

3.0 PROJECT COST The estimated project cost for establishing all facility with basic amenities is anticipated to be around Rs.41.00 crore (Approx.), which shall contain . 1 nos of Commercial having 4th

5 . 3 nos of Residential Buildings having 7th floors . 280 Residential Units and 47 Commercial units

4.0 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

Summary of built up area is given in table

all are in sq.mt. 5.0 ELECTRICITY

5.1 Power Requirement The proposed development is for residential purpose. The Electrical Energy is required for meeting the , 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 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

6 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 1700 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 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 for the further necessary distributing tap-off as required by other agencies. 6.0 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 wherever it is possible as under….

7  Maximum utilization of natural light.  -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 100 kw lighting Through solar system o For 1 kw system, area required = 150 sq.ft o For 100 kw, area required = 150 x 100 = 15000 sq.ft. =1393.54 sq.mt. o 1 solar panel = size (1mx2m), supplies 300 w (0.3 kw) energy (5-hour sunlight) o No. of solar panels required = 100 / 0.3 = 334 panels o No. of solar panels provided on roof top (including passage and other areas lighting) = 334 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) 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 (0.046 (0.072 thick INSULATION (0.045 Btu/Hr- Btu/Hr-Ft²-°F) Btu/Hr-Ft²-°F) (4 layers of 8mm Kinifoam or Eq. Ft²-°F) or underdeck 30 mm phenotherm / 50 mm TF quality EPS) 2 EXTERNAL 0.44 W/m² °C 0.44 W/m² °C PLASTERED AAC WALL with 0.44 W/m² °C (0.077 Btu/Hr-Ft²- (0.077 Btu/Hr-Ft²- 15mm plaster (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 SC - 0.4 SC - 0.40 GLASS 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) SC - 0.25 SC - 0.25 DOUBLE GLAZING 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:

8 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 7.0 WATER & WASTE WATER SYSTEM

For the proposed facility major water requirement is for domestic purpose. During the construction phase expected water requirement will be 15 KL /day and during the operation phase water requirement will be 123 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 Disposed through Domestic water for Liter/P/D 1. 2.7 2.1 Soak pit and Septic labour for 60 Tank workers 2. Dust suppression 1.2 - - Evaporation Losses 30-35% loss on Washing of washing; rest will be 3. construction 4.2 - 2.8 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:

Water Sewage Quantity of sewage to Sr. Description Consumption Generation be discharged into No. (KL/Day) (KL/Day) sewer (KL/Day) 1. Domestic: 118 157 79 KLD of treated sewage (280 Residential Units (78 KLD recycled will be disposed through x 5 Person per Unit x water) SMC drain after 140 Liter/Day) treatment in the STP. 2. Domestic: 5 7 (47 Commercial Units (4 KLD recycled x 4 Person per Unit x water) 45 Liter/Day) 3. Gardening: 3 KLD recycled Nil (600 sq. m. water Gardening Area x 5.0 Liter/sq. m./Day) Total (1+2+3) 123 (85 KLD 164 recycled water)

9 7.1 Sources of Water

Water will be made available from SMC for the proposed development. The water main shall be networked around the main internal roads. For every Flat, a tap-off point from the main line shall be provided along with a metering arrangement.

7.2 Waste water System

In the proposed facility there will be no industrial activities, water will be utilized only for the daily human activities; this generated wastewater will be the domestic in nature. Its full capacity maximum wastewater generation will be 164 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 (85 KLD), while 79 KLD will be discharge in to SMC drain after treatment in the STP. Details of STP is enclosed as annexure 6.

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, , low flush water in 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 b) Vehicular movement The proper maintenance of construction machines shall be ensured and the engine oils and filter shall be replaced regularly. When the machinery is not in use the engine shall be switched off. Operation phase a) Vehicular movement 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 b) Emission from the DG set 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 provision of personal protective equipment to the workers working in high noise level.

11 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

OPERATION PHASE after treatment in the STP Sewage wastewater Measures proposed to prevent Odour nuisance due to 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 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.

12 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 Mode of Disposal / (m3) be reused Reuse

(m3) Top Soil 602.4 m3 300 m3 300 m3 of excavated (Plot Area (Green belt Top Soil Utilized for 6024.00 m2 Area 600 m2 greenbelt * 0.1 m= * 0.5 m = development 602.4 m3) 300 m3) Other 13157.8 m3 2710.8 m3 Excess soil of 10749.4 excavated m3 shall be utilized at earth (Basement (Area 6024 other project site after Area 3987.21 * 0.45 m= obtaining necessary m2* 2.8 m= 2710.8 m3) permission if any 13157.8 m3) Construction 100kg/day Nil Send to C & D waste debris management facility of SMC Steel scrap 15kg/day Sold off to recyclers 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,

5. Lead free paints Wall,

13 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 230-250 Waste vegetables and food Kg/day Inorganic 430-450 Papers, Cartons, waste Kg/day Thermocol, Plastics, Polythene bags, Glass etc STP Sludge 25 Kg/day Compost from 70 Kg/day OWC Estimated Qty. Generation: 280 Residential units x 5 person per unit x 400 gm/person/day = 560 Kg/Day 47 Commercial units x 4 person per unit x 400 gm/person/day = 76 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.

It is Proposed to install organic waste convertor for kitchen waste having capacity of 250 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

14

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)

Layout of OWC plant

Budgetary provision for Environmental Management Plan:

S. No. Description Cost (Rs. In Lakhs) 1. Sewage Treatment Plant including dual 70 2. Landscaping & Gardening 10 3. Solid waste Management 8 4. Rainwater harvesting 5 5. Energy Conservation 10 Total Cost 103

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

15 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.

Parking Requirement Total Proposed Parking Uses FSI Area as per the GDCR Area to be provided Residential Area 12286.68 20% 2597.61 3068.40

Commercial Area 2431.43 50% 1215.72 2423.34

Total 3813.33 5491.74

Parking Summary for Residential Units

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

Residential 1 Car For 280 140 Basement 3067.35 96 Every 2 Unit Hollow plinth 2042.8 73

Commercial 2431.43 Every 50 sq.mt sq.mt 1 car 24 Surface 381.59 17 (47 park units) Total 164 Total 5491.74 186

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 (6024.00 sq. mt.)r 4000 =1.50 (2 nos. Provided)

16 Rain Water Harvesting Scheme

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

17 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 6024 sq.m Ground Coverage area 2453.6 sq.m Internal Road and open Area 2970.4 sq.m Green Belt 600 sq.m

Open Land area Roof top Area Area of catchment (A) = 3570.4 sq.m 2453.6 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 2356.46 cu.m 2355.5 cu.m

Total 4711.9 cu.m Annual Average

Rain water harvesting Proposed 2355.5 cu.m

11. GREEN BELT DEVELOPMENT

Total Plot area : 6024.00 sq.mt Area for green Belt : 600 sq.mt No of tree to be planted : 95

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, 95 kadam etc (Canopy width 3 to 4 m and distance between two trees 3 m) Medium and small tree such as Ashopalav, Kadam, Jasud, Chameli 20 (Canopy width 2 to 2.5 m and distance between two trees 5 m)

95 (+20)

Total Green belt area 600 Sq. Mt Total Tree Cover area 300 Sq. Mt Total lawn area (100 % in COP) 300 Sq. Mt. Total COP area 603.83 Sq. Mt

18 Year 1st year 2nd year 3rd year Nos of tree 40(+10) 40 (+10) 15 (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 essentially covers the following:

12.1 Risk Identification and Risk Mitigation

From the facility of proposed project except fire and natural calamity like flood and earth quake, there is no other probable risk.

For mitigation of fire risk in near by vicinity, it has proposed full-fledged fire system with all necessary fire fighting equipments. A proper fire detection and alarm system shall be installed. For fast and effective communication, an advanced communication system shall also be installed. For proper handling and management of any eventuality, an Emergency Control Center shall be established. Emergency power supply shall be provided at all vulnerable points.

All infrastructure facility of proposed project shall be designed and constructed as per the requirement of the local seismic zone criteria. 12.2 Disaster Management Plan

NATURE OF HAZARDS AND OCCURRENCES NATURE OF HAZARD POTENTIAL AREAS / LOCATIONS Fire hazards . Near electrical substation, equipment etc. . Near DG set Explosion hazard . DG set . Transformers Bursting of pipe lines & vessel . Instrument and service air pipelines

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.

19  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 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. hydrants will be spaced at every 45 meters interval and /or as per CFO’s NOC.

Sprinkler System The entire villa premises shall be sprinkler protected. Chrome plated pendent type sprinklers will be provided. The sprinkler wet risers will be provided with flow switch and isolation valves at every floor. From the isolation valve tenants can provide the sprinklers at every floor according to actual requirements. The sprinkler riser will be tapped from the underground ring main. Each zone will have an isolation valve and flow switch, which will be wired to the Annunciation panel. The sprinkler system will be separate with its own set of piping, pumps and panels.

Fire Extinguisher Portable Fire Extinguisher dry chemical powder type, 5 Kg capacity will be provided in the and Public areas. CO2 type extinguisher 5 Kg / 10 Kg capacity will be provided for the electrical 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:

20 i. Analogue addressable smoke & heat detectors and manual call points. ii. Informative Fire-warning signals, inclusive of visual alarms in occupied Areas (strobes).

The system provides coverage for all normally occupied and circulation spaces which are under the common areas. The Fire Alarm panel will have adequate number of active loops are per the requirement of the common areas and also the panel shall be of expandable type so that additional loops can be added to cater to the floors as per the requirement of the tenants if they desire so else the Tenants’ Fire Alarm Panels status shall be monitored from the complex’s main Fire Panel and the Tenants are to ensure that the Potential free contact to be given to the main penal of the builder to enable the fire status to be known to the central system. The Local Panel installation in the Tenants area and its further local distribution shall be in the scope of the Tenants only.

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

13. BUILDING MANAGEMENT SYSTEM

The building management system (BMS) is a microprocessor based multi-tasking multi- level system, which centralizes the monitoring, operation and management of a building’s facilities to achieve more efficient operation. The three levels of monitoring done by BMS are.  Management Control  System Control Panel  Local Control Panel  The local control panel provides microprocessor based multitasking system with resident full capability software, which enables it to perform all Digital Direct Control, Energy Management, Facility Management and all logic and math functions. The local controls panel functions both as a stand-alone and as a part of 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:

21 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 fans

The BMS room will be located at the Ground level. This would accommodate BMS, CCTV, FACP fire panel etc. This BMS room will act as main control Room from which all operations can be monitored continuously.

14. RISK OF EARTHQUAKE

The risk of an earthquake in the region may not be ruled out. The earthquakes expected may not exceed moderate intensity as the region is at center of Indian Plate and intra plate earthquakes rarely exceed magnitude of 4.5.

15. EMERGENCY MANAGEMENT GROUP

In case of major emergency such as fire or natural calamity emergency management group shall act as tabulated under.

TEAM RESPONSIBILITY Fire Fighting . 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 . . 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

22 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. . 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 etc.

23

Annexure: 1 Lay out plan

24 = 602.40 SQ.MT. = 0.10 X 6024.00 = 10% OF PLOT AREA REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. - 168 , F.P. ( AS PER DRAFT ) NO:- 221/A/1, 221/B,O.P NO:-168/1, 168/3, F.P.NO:-168/1, T.R. T.P.S. NO:-59 UNN SURAT. PROPOSED C.O.P. AREA : - REQUIRED C.P. AREA : - 1) 1 X (28.38+40.16/ 2) 17.62 = 603.83 SQ.MT. C.O.P C.O.P. AREA CALCULATION :- F.S.I. CONSUMED = 2.40 REQD. PARKING = 3673.04 SQ.MT. PAID F.S.I. AREA (14479.83 - 10752.63 ) = 3727.20 SQ.MT. PERMI. REG. F.S.I. (1.80 X6024.00) = 10843.20 - 90.57 10752.63 SQ.MT. PROPOSED F.S.I. AREA = 14479.83 SQ.MT. LESS 15% OF C.O.P. AREA (15% X 603.83 = 90.57) PERMISSIBLE F.S.I. (4.00 X 6024.00) = 24096.00 SQ.MT. PROP. BUILT UP AREA = 2453.60 SQ.MT.(41%) PROP. C.P. AREA = 603.83 SQ.MT. REQUIRED C.P. AREA (10% X 6024.00) = 602.40 SQ.MT. PLOT AREA = 6024.00 SQ.MT. NET PLOT AREA = 5420.61 SQ.MT. AREA STATMENT :- TOTAL PROP. PARKING AREA = 5491.74 SQ.MT. ( 24096 - 90.57) = 24005.43 SQ.MT. TYPE OF TYPE OF BASEMENT BASEMENT STAIR CABIN BLDG. BLDG. B. UP AREA STATEMENT F. S. I. AREA STATEMENT 7th FL. 3rd FL. 1st FL. 7th FL. 3rd FL. 1st FL. 6th FL. 5th FL. 6th FL. 5th FL. 2nd FL. GR. FL. 2nd FL. GR. FL. 28.38 4th FL. 4th FL. FLOOR FLOOR C.O.P 17.62 2193.22 TOWER - A 2431.43 TOWER - A 459.35 459.35 424.84 424.84 424.84 498.57 498.57 464.06 464.06 464.06 (1 BLDG.) (1 BLDG.) COMM. COMM. 42.11

40.16 ------132 KV NAVSARI - BHESTAN - NAVSARI KV 132 217.47 X 3 = 652.41 217.47 X 3 = 652.41 217.47 X 3 = 652.41 217.47 X 3 = 652.41 217.47 X 3 = 652.41 217.47 X 3 = 652.41 217.47 X 3 = 652.41 24.82 X 3 = 74.46 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49

TOWER- B1,B2,B3 TOWER- B1,B2,B3 LINE NO- 2 NO- LINE 4566.87 5854.38 (3 BLDG.) (3 BLDG.) TOWER LOCATION RESI. RESI. GROUND FLOOR PLAN SCALE 1CM = 4.00 MT.

90.00 NO :- 75(A)

P.L. +0.45 MT. B.C.LINE (1 BLDG.) (1 BLDG.) C1,C2,C3 C1,C2,C3 4424.15 3309.81 TOWER- TOWER 543.62 543.62 543.62 543.62 543.62 543.62 543.62 543.62 472.83 472.83 472.83 472.83 472.83 472.83 472.83 RESI. RESI. 75.19 TOWER-D1, TOWER-D1, D2,D3,D4 D2,D3,D4 (1 BLDG.) (1 BLDG.) 5886.69 W 4409.93

629.99 629.99 629.99 629.99 629.99 629.99 629.99

723.43 723.43 723.43 723.43 723.43 723.43 723.43 723.43 SW B.C.LINE RESI. RESI. 99.25 N S 13.50 E 14479.83 22583.86

54.50 1989.54 1989.54 1989.54 2453.60 2453.60 2453.60

TOTAL TOTAL 3987.21 2180.07 2180.07 2488.11 2488.11 2214.58 2214.58 1755.23 1755.23 1755.23 132KV HT. LINE HT. 132KV 424.84

P.W. 291.01 4.00 LVL. ± 0.00 MT. 0.00 ± LVL. 0.00

28.38 4.00 16.92C

13.50 16.92 90.00 MT. WIDE ROAD WIDE MT. 90.00 NO CONSTRUCTION ZONE CONSTRUCTION NO 6.96 3.00 6.96 0.97 5.08

3.00 1.50 EXITING 4.62 4.62 603.83 SQ.MT. 1.50 1.50 0.25

C1 Tower 2.00 ENTRANCE FOYER 17.61 20.71 2.74 X 5.79 C.O.P DN UP W FIREPROOF SW

2.54 2.54 2.85 2.85 X 3.00 FOYER

1.07

1.07 170

223

170 E E

2.04 X 1.99 2.29 X 0.81 90.00 Mt. Wide D.P.Road Wide Mt. 90.00

NO CONSTRUCTION ZONE CONSTRUCTION NO 2.29 LIFT E E N

E S E

0.81 2.29 E E .PROJ. @ LINTEL LEVEL Unn Village Of Part Rest

E 4.24 X 3.00 0.60 MT. WIDE CHHAJJA E 4.24

40.15 9.14 O.T.S 9.14 P.L.+0.45MT.

E E 44.04 PARKING

E E E SCALE 1CM = 20.00 MT.

0.81 2.29 E P.L.+0.45MT. E 2.29 X 0.81 2.04 X 1.99 PARKING

2.29 E E 6.00 MT. WIDE APPROACH LIFT 6.00

219/P E E 35.14 AS PER DRAFT

2.38X3.00 E E 41.50 FOYER 2.38 35.14 2.54 2.54 PROP. SITE

E C2 Tower E 1.94 ENTRANCE FOYER FIREPROOF DN UP

2.74 X 5.79

6.00 MT. WIDE APPROACH DOOR E E A 6.00 1.07 1.07 KEY PLAN

2.00 6.96 6.96 E E X

TO BASEMENT

1.48 1.48 0.25 E E

RAMP DN 7.52

1.50 1.501.50 E E 222 169 169 ADJ.

1.52 3.00 E E

ENTRANCE FOYER 1.52 1.52

169 222

SLOPE 169 P.L.+0.45MT. P.L.+0.45MT. E E 4.74 X 2.74

9.14 9.14 221/P 2.00 2.00 3.51 X 3.00 14.66 3.51

PARKING PARKING O.T.S E 168 E 0.25 168 12.54 7.69

DN UP E E B1 Tower FIREPROOF 0.91 2.29 12.54 1.32 X 2.64 1.32 X

O.T.S DOOR O.T.S 1.23 1.23 E E 2.54 X 3.04 2.29 X 0.91 2.04 X 1.99 FOYER 2.29

LIFT E E

24.99

220/P 1.01 E E 2.13 X 1.83 2.85 X 3.00 2.28 LIFT

FOYER E E ARCH.PROJ. @ LINTEL LEVEL 3.42 ARCH.PROJ. @ LINTEL LEVEL

2.54 2.85 2.54

0.60 MT. WIDE CHHAJJA 0.60 MT. WIDE CHHAJJA E E 23.45 R.S 2.03 C3 Tower FIREPROOF 1.14 ENTRANCE FOYER

DN

DOOR UP 1.07 1.07 E E SLOPE 2.74 X 5.79 2.24 2.24 ARCH.PROJ. @ LINTEL LEVEL

1.48 1.48

0.60 MT. WIDE CHHAJJA E E 2.00

9.23 4.29 E 132KV HT. LINE HT. 132KV 6.96 6.96 4.62 4.62 E X

1.50 1.501.50

21.44 E

E 220/P 167 6.75 6.06 3.00

E

0.97

E

VEGETABLE

3.41 E SHOPPING SHOPPING

6.96 3.00 6.96 4.00 E

200/P BASEMENT LINE BASEMENT

16.92 E MARKET E CENTRE C

E

21.44 6.48 R.S E

16.92 R-54

6.96 E 6.96 E X 1.48 1.48

E & E 7.52

E E

1.52 18.00 Mt. Wide Road

D E

13.50 R.S 16.92 E

ENTRANCE FOYER 1.52 1.52 6.96 3.00 6.96

E E 4.74 X 2.74 0.97 E 2.00 2.00

P.L.+0.45MT. P.L.+0.45MT. 5.43

E E

B2 Tower 0.25

A Tower

E 96.48 PARKING PARKING

49.73 E 12.54 3.00

10.39 1.50

UP DN

E E 4.62 4.62 E LANDING UP 14.40 FIREPROOF E

1.50MT. 1.50 1.50 NO CONSTRUCTION ZONE CONSTRUCTION NO FIREPROOF 0.25 WIDE 12.54 DOOR 1.32 X 2.64 1.32 X

O.T.S O.T.S

1.23 DOOR 1.23 E E

R.S 2.54 X 3.04 E FOYER D1 Tower E ENTRANCE FOYER

DN E

2.74 X 5.79 E E

E

SLOPE DN

1.01 UP E

E 1.83 X 2.75 E

2.13 X 1.83 1.07 1.07 RESIDENTIAL 2.28 FIREPROOF E LIFT LIFT

E

2.54 2.54

DOOR 2.85 ARCH.PROJ. @ LINTEL LEVEL ARCH.PROJ. @ LINTEL LEVEL 3.42 E E 2.85 X 3.00 0.60 MT. WIDE CHHAJJA 0.60 MT. WIDE CHHAJJA

FOYER E

R.S E

E SALE FOR E 1.83 X 2.75 2.03 1.14 0.81 E

13.50 LIFT E

E

2.04 X 1.99 E 2.24 2.24 2.29 X 0.81

1.48 1.48 E 2.29

LIFT E

E B.C.LINE

E 198/P

E E

6.96 6.96 R-55 E

1.55 X R.S 2.19

E

225/A

3.51 X 3.00 E E 6.06 O.T.S

E 3.51 166

E 166

9.14 9.14 E E

E

E E

E 6.01 NO CONSTRUCTION ZONE CONSTRUCTION NO E E

3.00 E

1.50 E

4.38 E E 21.44 E 165/A

1.50 1.50 180/P

0.25 165

6.96 E

E 6.96 E E D2 Tower

X

ENTRANCE FOYER

225/B 1.48 1.48 E

SLOPE 172

2.74 X 5.79 E E 172 E

7.52 1.07 DN 1.07 E

UP E E E 1.52

2.54 FIREPROOF 2.54

BASEMENT LINE 2.38

DOOR E E R.S FOYER 2.38X

3.00 E

ENTRANCE FOYER 1.52 1.52

P.L.+0.45MT. P.L.+0.45MT. 6.00 E

4.74 X 2.74 0.81 2.00 2.00

PARKING PARKING E 2.04 X 1.99

2.29 X 0.81 0.25 E 12.54 2.29 LIFT B3 Tower E

DN UP P.L.+0.45MT. 199 P.L.+0.45MT.

FIREPROOF E

E 167 12.54 PARKING 1.32 X 2.64 1.32 X O.T.S O.T.S DOOR PARKING 1.23 1.23 6.06

26.86 2.54 X 3.04 14.64 2.19 E FOYER 46.82 46.82

E E

4.24 X 3.00 E 4.24 1.01 9.14 9.14

O.T.S

2.13 X 1.83 E 2.28 LIFT E ARCH.PROJ. @ LINTEL LEVEL 3.42 ARCH.PROJ. @ LINTEL LEVEL

0.60 MT. WIDE CHHAJJA 0.60 MT. WIDE CHHAJJA E 18.00 MT. WIDE ROADSLOPE E

2.03 2.19 1.14 E

E 2.29 X 0.81 2.04 X 1.99 ARCH.PROJ. @ LINTEL LEVEL

2.29

2.24 E 2.24 LIFT 0.60 MT. WIDE CHHAJJA 1.48 1.48

E E

E

6.96 FOYER

6.96 2.38X

1.07 3.00 1.07 X E D3 Tower 2.40 0.81 2.38 A 2.54 2.54

ENTRANCE FOYER E 5.59 FIREPROOF 2.74 X 5.79 DN

4.50 MT. WIDE DOOR UP B.C.LINE APPROACH 2.00 0.25

LVL. -1.50 MT. 1.50 1.501.50 33.49 3.00 9.14 9.14 3.51 X 3.00 3.51 O.T.S

2.19

TOWER LOCATION 2.29 X 0.81 2.04 X 1.99 2.29 LIFT

SUDA 0.81 LAND 2.85 X 3.00 168/2 ADJ. 21.51 1.07 FOYER 1.07 2.54 2.85 2.54 17.5 D3 Tower ENTRANCE FOYER FIREPROOF 2.74 X 5.79 DN DOOR UP ARCH.PROJ. @ LINTEL LEVEL

NO :- 74 0.60 MT. WIDE CHHAJJA 170

223 170 2.00

W Unn Village Of Part Rest 0.25

4.62 4.62 SW 1.50 1.501.50 D.P.Road Wide Mt. 90.00 E.S. 3.00 0.97

6.96 3.00 6.96 D 4.01 N S C.S. 16.92 4.00 20.97 P.W. 26.58 E PROP. SITE

SCALE 1CM = 20.00 MT.

VEGETABLE

SHOPPING SHOPPING

MARKET CENTRE

AS PER T.R.S.

R-54

169

169 ADJ. 222 & KEY PLAN FILTRATION FILTRATION CATCHPIT MEDIA MEDIA WITH PERCOLATING

221/A/1 168/1 168/1 BOREWELL PERFORATED PACKING SLAB RCC

GRAVEL

221/A/2 168/2 STAINER 250 MM 220/P 167 P.V.C.

PIPE

VEGETABLE

SHOPPING SHOPPING

MARKET CENTRE 600 MM 168/2 VENT BORE

AIR R-54 REQUIRED P.B. = 1 PER 4000.00 SQ.MT. = 2 NOS. REQUIRED TOTAL PLOT AREA = 6024.00 SQ.MT. PERCOLATING BOREWELL CALC. : = 1.51 = 6024.00 / 4000 STAINER &

PIPE 18.00 Mt. Wide Road 221/A/2 168/2

10.00

D= UPTO GROUND FIRST RIVER (AQUIFER) RESIDENTIAL

221/B

168/3 FOR SALE

R-55 225/B 172 172 199 167

221/B 168/3 19 18.2 18.1 18 17 16.1 16 15.1 15 14.2 14.1 14 13.3 13.2 13.1 13 23.15 23.14 23.13 23.12 23.11 23.10 23.9 23.8 23.7 23.6 23.5 23.4 23.3 23.2 23.1 23 22.9 22.8 22.7 22.6 22.5 22.4 22.3 22.2 22.1 22 21.7 21.6 21.5 21.4 21.3 21.2 21.1 21 20. 20.19 20.18 20.17 20.16 20.15 20.14 20.13 20.12 20.11 20.10 20.9 20.8 20.6 20.5 20.4 20.3 20.2 20.1 20 A 1 B.4 B.3 B.2 B.1 B C A.3 A.2 A.1 A NO NO NO PROVIDE DETAILS FOR INDIVIDUAL BUILDING PROVIDE DETAILS FOR INDIVIDUAL BUILDING PROPOSED EXISTING FLOORS OTHER THAN TYPICAL FLOORS/LEVELS FSI UTILISED DWELLING UNITS DWELLING UNITS HOLLOW PLINTH BASEMENT PUBLIC PUBLIC UTILITY INDUSTRIAL PARKS HOSPITALITY RELIGIOUS INSTITUTIONAL EDUCATIONAL BUSINESS DWELLING PROPOSED USE (as described in PERMISSIBLE FSI-CHARGEABLE PERMISSIBLE FSI -BASE (AS PER NEW) BUILT-UP AREA IN MARGINE BUILT-UP AREA IN COMMON INTERNAL ROAD AREA INTERNAL ROAD WIDTH DEDUCTION AREA BUILDING-UNIT AREA AREA STATEMENT 14TH FLOOR 13TH FLOOR 12TH FLOOR 11TH FLOOR 10TH FLOOR 8TH FLOOR 7TH FLOOR 3RD FLOOR 1ST FLOOR 3BHK 1BHK 1 TO 12.4 9TH FLOOR 6TH FLOOR 5TH FLOOR GROUND FLOOR OTHER THAN DWELLING UNITS OTHERS (eg. units penthouse) MORE THAN 4BHK GROUND FLOOR STORAGE SERVICE SPORTS & LEISURE MERCANTILE GROUND COVERAGE NO. OF TREES NO. OF PERCOLATION NET AREA 4TH FLOOR 2ND FLOOR 4BHK 2BHK AGRICULTURE ASSEMBLY ADDITIONAL 6% FOR THICK COMMON PLOT AREA STATEMENT FOR LAND TOTAL OF ALL BUILDINGS TOTAL TOTAL OF ALL (SHOP + FLAT) TOTAL (SHOP + FLAT) TYPICAL FLOOR TOTAL TEMPORARY USE TRANSPORT TOTAL DEVELOPABLE TOTAL MARGIN AREA WIDTH OF MARGIN-OTHER THAN ROAD WIDTH OF MARGIN-ON ROAD SIDE TITLE TITLE TITLE b).RESERVATIONS b). AREA AS PER TPS RECORD OTHER AREA NOT IN a).ROADS c). AREA AS PER SITE CONDITION a). AREA AS PER REVENUE RECORD (10843.20 - 90.57 ) section c-9.3 use) (proposed or under process) (SHOP) 15TH FLOOR 14TH FLOOR 13TH FLOOR 12TH FLOOR 11TH FLOOR 10TH FLOOR 8TH FLOOR 7TH FLOOR 3RD FLOOR 1ST FLOOR UPPER BASEMENT LOWER BASEMENT 9TH FLOOR 6TH FLOOR 5TH FLOOR 2ND FLOOR 4TH FLOOR FLOOR ( under TP or DP any other statutory) (AREA IN SQ.MT./ NOS./MT) MERCANTILE-1 DWE-3+MER-1 DWELLING-3 DETAILS SUB-TYPE REQUIRED REQUIRED CARPET AREA OF EACH UNIT(in sq.mt) 6024.00 6024.00 6024.00 6024.00 6024.00 10752.63 24005.49 602.40 A-Bldg A-Bldg USE 1.51 ------6.00 9.00 (AREA IN SQ.MT./NOS./MT) 4.00 NUMBERS OF UNITS 47 06 06 ------(AREA IN SQ.MT./NOS./MT) 13 11 11 ------A-Bldg ------DETAILS DETAILS 14479.83(2.40) OF UNITS NUMBERS BUILT-UP AREA 18158.98+1993.45(PARK.) PROVIDED YES/NO/NOT REQUIRED B1 SUPPORTING DOCUMENTS ------4 4 4 4 4 4 4 28 LIST OF DRGS ATTACHED ------ELEVATION PLANS SECTION PROVIDED PROVIDED (in sq.mt) 22583.86 28+28+28 2431.43 B-Bldg 603.83 10752.63 2453.60 3727.20 ------B1,B2,B3 B-Bldg 6.00 9.00 4.00 2.00 B2 84 28 ------4 4 4 4 4 4 4 ------579.84 579.84 579.84 579.84 579.84 579.84 579.84 ------28 B1,B2,B3 B-Bldg ------B3 4 4 4 4 4 4 4 ------327 C-Bldg C-Bldg 84 ------12 12 12 12 12 12 12 ------84 280 56 28 405.52 405.52 405.52 405.52 405.52 405.52 405.52 C-Bldg ------D-Bldg 112 112 ------16 16 16 16 16 16 16 ------84 28 D-Bldg 585.60 585.60 585.60 585.60 585.60 585.60 585.60 D-Bldg ------} PROVIDED YES/NO/NOT REQUIRED PROVIDED YES/NO/NOT REQUIRED SUPPORTING DOCUMENTS SUPPORTING DOCUMENTS DETAILS OF UNIT AREA (size) INDIVIDUAL 2431.43 NOT APPLICABLE A-Bldg A-Bldg 12 498.57 498.57 464.06 464.06 464.06 ------42.11 ------UNITS NO OF 5+1=6 5 BUIL. -- 1 BUIL. DETAILS OF & VERNADAH AREA ------A-Bldg ------240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 240.83 X 3 = 722.49 BUILT- UP AREA (in sq.mt) 24.82 X 3 =74.46 B1 , B2 B3 B-Bldg B1,B2,B3 B-Bldg 5854.38 53.56 3987.21 53.56 ------PROVIDED YES/NO -- -- NO. OF COPIES 22583.86 UNIT (in sq.mt) DRAWINGS B1,B2,B3 B-Bldg 16.20 16.20 16.20 16.20 16.20 16.20 16.20 ------YES YES YES NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO C1,C2,C3 C-Bldg 78.93 39.29 39.64 4424.15 C-Bldg ------543.62 543.62 543.62 543.62 543.62 543.62 543.62 543.62 C1,C2, ------75.19 C3 C1,C2,C3 C-Bldg 33.68 33.68 33.68 33.68 33.68 33.68 33.68 D1,D2,D3,D4 D-Bldg ------5886.69 D3,D4 D1,D2, D-Bldg -- 723.43 723.43 723.43 723.43 723.43 723.43 723.43 723.43 39.29 39.64 78.93 99.25 ------FLOOR AREA ------2193.22 A-Bldg D1,D2,D3,D4 D-Bldg A-Bldg 459.35 459.35 424.84 424.84 424.84 ------39.30 39.30 39.30 39.30 39.30 39.30 39.30 TOTAL UNIT BUILT UP AREA (in sq.mt) ------B1 , B2 B3 F.S.I. AREA (in sq.mt) 4499.04 4566.87 B1,B2,B3 B-Bldg 4499.04 B-Bldg 652.41 652.41 652.41 652.41 652.41 652.41 652.41 ------PROPORTIONATE COMMON AMINITIES AREA (in sq.mt.) 14479.83 C1,C2,C3 C-Bldg 3310.16 2200.24 C1,C2,C3 1109.92 3309.81 ------C-Bldg 472.83 472.83 472.83 472.83 472.83 472.83 472.83 ------3 1 2 25.6 25.5 25.4 25.3 25.2 25.1 25 24.4 24.3 24.2 24.1 24 ELEVATIONS REF DESCRIPTION OF LAST APPROVED PLANS PARKING PLAN LANDSCAPE PLAN DETAILED PLAN LAYOUT PLAN PLANS LIST OF DRAWINGS GROUND FLOOR LAYOUT PLAN SERVICES & AMENITIES SECTIONS SITE PLAN DRAFT), BLOCK NO:- 221/A/1, 221/B,O.P NO:-168/1,168/3, F.P.NO:-168/1, (AS PER T.R.) T.P.S. NO:-59( UNN ) REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. - 168 , F.P. ( AS PER SURAT. 24 DESCRIPTION OF PROPOSED PROPERTY PROPOSAL DETAILS D1,D2,D3,D4 D-Bldg FOLLOWING DETAILS. BUILDING-UNIT (PLOT) AS MENTIONED IN LOCAL AREA PLAN,PLEASE PROVIDE THE BUILD -TO-LINE PROPOSED AREA STATEMENT FOR PARKING 4409.93 4410.28 3300.36 629.99 629.99 629.99 629.99 629.99 629.99 629.99 D3,D4 D1,D2, D-Bldg 1109.92 ------THE FRONT FACADE OF ------( IN AREA & PERCENTAGE) PERCENTAGE OF LENGTH BUILD-TO- LENGTH OF BUILD-TO-LINE CO-INCIDING LENGTH OF BUILD-TO-LINE PROPOSED PARKING ON LEVELS PROPOSED PARKING ON BASEMENT PROPOSED PARKING ON GROUND PARKING PROPOSED PARKING AREA REGULATION ( IN AREA & PERCENTAGE) PARKING AREA REQUIRED AS PER PARKING -LINE CO-INCIDING THE FRONT FACADE OF OPEN PARKING COVERED PARKING GR. LEVEL ( IN AREA & PERCENTAGE) GR. LEVEL ( IN AREA & PERCENTAGE) ABOVE HOLLOW TOTAL VISITORS PARKING AREA PROVIDED AT VISITORS PARKING AREA REQUIRED AT BUILDING TOTAL CARPET AREA PAYMENT FSI 1660.14 1660.14 1660.14 1660.14 1660.14 1660.14 1660.14 3727.20 (sq.mt.) (in sq.mt) ------A-Bldg 15.70 BUILDING HEIGHT IN METERS TDO/DP /NO. 644 NO OF DRAWINGS 24.85 B-Bldg ------V.CERTIFICATE X _ ARCHITECT & PLANNER DIMENSIONS OD SIDES ETC OF PLOT STATE ON PLAN ARE OWNERSHIP / T.P. RECORD. SURVEYED BY ME ON DATE CERTIFIED THAT THE PLOT UNDER REFERENCE WAS AS MEASURE ON SITE AND THE AREA SO WORKED OUT TALLIES WITH THE AREA STATED IN DOCUMENT OF 1 6 2 0 4 1 (RAHULKUMAR JIVRAJBHAI LATHIYA) (BHARATBHAI KANJIBHAI KAKADIYA) (SHAMBHUBHAI RANCHHODBHAI DAKHARA) For SHUKAN INFRA 3...... 1...... 2...... 4...... (SHAILESHBHAI BABUBHAI SHETH) 24.85 C-Bldg SIGNATORY,NAME AND ADDRESS WITH REGN.NO. ENGINEER/CLARK OF WORK/SITE SUPERVISIOR (B.Arch, IIA)

RAMAN T. PATEL W

ARCHITECT / ENGNEER SURVEYOR SW OPINION / N.O.C PERMISSION PURPOSE ONLY FOR ______D-Bldg (in sq.mt) 24.85 5491.74 NORTH AREA 2424.39 3067.35 ------LAY-OUT PLAN

AREA (in sq.mt.)

N S OWNER /DEVELOPER LIC. NO. TDO/AR/76 RAMAN. T. PATEL VI.SIGNATORIES 3673.04 5491.74 SIGNATURE 746.76 488.87

A-Bldg E 05 SCALE OF DRAWING 01 - 18 NO.OF PARKING 2-WHEELERS ------SPACES FOR

1CM = 2.0M 1CM = 2.0M 1CM = 1.0M 1CM = 1.0M 1CM = 1.0M 1CM = 4.0M 17 - 03 -18 NUMBER OF FLOORS ------DATE 397 204 B1,B2,B3 B-Bldg ------07 PAID F.S.I - 4.00 COA - CA / 97 22218 SUDA - / 256 SMC - TDO / AR 76 AND THE D. NO.- 1/12 Partner C-Bldg percentage (%) NO.OF PARKING 4-WHEELERS SPACES FOR 07 REMARKS 150.00 % 100.00 % 13.00 % 20.00 % ------31 40 D-Bldg 07

Annexure:2 Floor wise layout plan and Elevation plan

25 1 : 100 REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. NO - 168 , F.P. NO - 168 , ( AS PER DRAFT ) , BLOCK NO:- 221/A/1, 221/B,O.P NO:-168/1, 168/3, F.P.NO:-168/1, ( AS PER T.R. ) T.P.S. NO:-59 ( UNN ) SURAT. 4/12 GROUND FLOOR PLAN, 1ST & 2ND FLOOR PLAN, & CALCULATION SANITARY AREA CALCULATION :- TOWER-A ALL FLOOR C.A AREA =1828.23 SQ.MT. 4.00 SQ.MT. 1 PERSON 1828.23 SQ.MT. ? NO. OF PERSON'S = 1828.23/4 = 457.06 SAY = 458 MALE =229 FEMALE = 229 0.60 MT. WIDE CHHAJJA DRY 0.60 MT. WIDE CHHAJJA MALE URINAL :- FIRE EXTIN ARCH.PROJ. @ LINTEL LEVEL POWDER ARCH.PROJ. @ LINTEL LEVEL GUISHER LESS THAN 20 PERSON 1 URINAL, AFTER 21 TO 100 PERSON 1 PER 25 PERSON , 49.73 V V V V AFTER 101 TO500 PERSON 1 PER 50 PERSON , W.C W.C W.C W.C FOR 229 PERSON 9 NO. OF URINAL. 1.50MT. 0.92X 0.92X 0.92X 0.92X =SAY ON 9 URINAL WIDE 0.91 0.91 0.91 0.91

1.50 MALE W.C :- 1.94 F & S-01 F & S-02 F & S-03 F & S-04 d d G.TOILET d d F & S-10 F & S-11 LANDING 3.96 2.40 LESS THAN 20 PERSON 1 W.C. 1.50 1.50 d SHOP SHOP SHOP SHOP L.TOI. SHOP SHOP AFTER 21 TO 100 PERSON 1 PER 25 PERSON , d 11.99 X 5.81 3.67 X 4.57 3.67 X 4.57 3.67 X 4.57 0.30 4.04 X 4.57 11.71 X 6.72 AFTER 101 TO500 PERSON 1 PER 50 PERSON , C.A : 69.67 SQ.MT. C.A : 16.77 SQ.MT. C.A : 16.77 SQ.MT. C.A : 16.77 SQ.MT. C.A : 21.28 SQ.MT. C.A : 75.74 SQ.MT. SO 229 PERSON 9 W.C. B A: 73.08 SQ.MT. B A: 17.61 SQ.MT. B A: 17.61 SQ.MT. B A: 17.84 SQ.MT. B A: 22.56 SQ.MT. B A: 79.05 SQ.MT. =SAY ON 9 W.C. 3.07 2.75 LIFT LIFT 1.50 FEMALE URINAL :- 1.83 X 2.75 1.83 X 2.75 1.57X1.80 LESS THAN 20 PERSON 1 URINAL,

A R.S R.S R.S 4.85 R.S A AFTER 21 TO 100 PERSON 1 PER 25 PERSON, UP DN F.A. AFTER 101 TO500 PERSON 1 PER 50 PERSON , 11.31 FIREPROOF 11.32 DOOR FOR 229 PERSON 9 NO. OF URINAL. W R.S 2.00MT.WIDE PASSAGE 2.00M.WIDEPASSAGE R.S =SAY ON 9 URINAL 14.66 2.00 E.L. E.L. FEMALE W.C :- 7.75 6.96 3.80 LESS THAN 20 PERSON 1 W.C. R.S R.S R.S R.S R.S W 14.64 AFTER 21 TO 100 PERSON 1 PER 25 PERSON, 3.57 3.57 AFTER 101 TO500 PERSON 1 PER 50 PERSON , SO 229 PERSON 9 W.C, =SAY ON 9 W.C. FOR PERSONS WITH DISABILITY REQUIRED, 3.19 F & S-05 F & S-06 F & S-07 F & S-08 F & S-09

4.01 1 W.C SIZE 1.75X1.50MT. SHOP SHOP SHOP SHOP SHOP TOTAL REQUIRED SANITARY :- 3.58 X 6.94 3.58 X 7.57 3.58 X 7.57 3.58 X 7.57 3.58 X 7.57 5.57 = 18 W.C., 18 URINALS. C.A : 24.61 SQ.MT. C.A : 27.10 SQ.MT. C.A : 27.10 SQ.MT. C.A : 27.10 SQ.MT. C.A : 26.62 SQ.MT. TOTAL PROPOSED SANITARY :- B A: 26.01 SQ.MT. B A: 28.31 SQ.MT. B A: 28.31 SQ.MT. B A: 28.31 SQ.MT. 6.56 B A: 28.12 SQ.MT. = 20 W.C., 20 URINAL

3.00 1ST & 2ND FLOOR PLAN TOWER - A a

W 6.67 b

LVL. +3.50, +6.55 MT. 4.85 W W W W SCALE :- 1.00CM = 1.00MT 3.96

3.57 3.57 14.36 C 12.42 3.19 D 11.96 4.01

A 5.57 B 6.56

18.59 16.74 49.73 0.60 MT. WIDE CHHAJJA DRY 0.60 MT. WIDE CHHAJJA FIRE EXTIN ARCH.PROJ. @ LINTEL LEVEL POWDER ARCH.PROJ. @ LINTEL LEVEL GUISHER LINE DIAGRAM OF BUILT-UP & F.S.I. AREA 49.73 V V V V FOR GR. FL. TO 2ND. FL. W.C W.C W.C W.C (TOWER - A) 1.50MT. 0.92X 0.92X 0.92X 0.92X WIDE 0.91 0.91 0.91 0.91

G-01 G-02 G-03 G-04 G-05 1.50 G.TOILET G-11 G-12 G-13 1.94 d d d d

LANDING 3.96 2.40 SHOP SHOP SHOP SHOP SHOP 1.50 1.50 d SHOP SHOP SHOP 4.68 X 8.31 3.58 X 8.72 3.67 X 4.57 3.67 X 4.57 3.67 X 4.57 L.TOI. 4.04 X 4.57 3.58 X 9.74 8.03 X 5.52 0.30 d C.A : 38.93 SQ.MT. C.A : 31.23 SQ.MT. C.A : 16.77 SQ.MT. C.A : 16.77 SQ.MT. C.A : 16.77 SQ.MT. C.A : 33.87 SQ.MT. C.A : 42.09 SQ.MT. B A: 40.33 SQ.MT. B A: 32.74 SQ.MT. B A: 17.61 SQ.MT. B A: 17.61 SQ.MT. B A: 17.84 SQ.MT. C.A : 18.45 SQ.MT. B A: 35.50 SQ.MT. B A: 43.55 SQ.MT. 1.50 B A: 19.32 SQ.MT. BUILT UP AREA CALCULATION 3.07 2.75 LIFT LIFT GR.FL. TO 2ND. FL.:- 1.83 X 2.75 1.83 X 2.75 DIS. TOI. d = 49.73 X 14.36 = 714.12 SQ.MT.

A R.S 4.85 A R.S R.S R.S R.S LESS:- UP DN F.A. 11.31 FIREPROOF 11.32 R.S DOOR (A) (18.59 X 12.42) X ½ = 115.44 SQ.MT. 2.00MT.WIDE PASSAGE 2.00M.WIDEPASSAGE 14.66 2.00 E.L. E.L. (B) (16.74 X 11.96) X ½ = 100.11 SQ.MT. 7.75 6.96 3.80 (C) (5.57+3.19X½) X 3.57 = 15.64 SQ.MT. R.S R.S R.S R.S R.S (D) (6.56+4.01X½) X 3.57 = 18.87 SQ.MT. 3.57 3.57 14.64 =250.06 SQ.MT. = 714.12 - 250.06 =464.06 SQ.MT. 1.80 R.S 1.80 GR.FL. TO 2ND. FL. B.UP AREA = 464.06 SQ.MT. OWNER SIGNATURE 3.19

G-06 G-07 G-08 G-09 G-10 4.01 F.S.I. AREA CALCULATION:- For SHUKAN INFRA 0.78 2.00 0.78 0.78 2.00 0.78 SHOP SHOP SHOP SHOP SHOP R.S GR.FL. TO 2ND. FL. UP 3.73 X 7.03 3.58 X 7.69 3.58 X 7.69 3.58 X 7.69 3.68 X 7.69 UP 1. LESS:- ...... 5.57 C.A : 25.63 SQ.MT. C.A : 27.54 SQ.MT. C.A : 27.54 SQ.MT. C.A : 27.54 SQ.MT. C.A : 27.74 SQ.MT. (SHAMBHUBHAI RANCHHODBHAI DAKHARA) B A: 26.01 SQ.MT. B A: 28.31 SQ.MT. B A: 28.31 SQ.MT. B A: 28.31 SQ.MT. B A: 28.12 SQ.MT. a) 1 X 3.00 X 6.67 = 20.01 SQ.MT. 6.56 b) 1 X 3.96 X 4.85 = 19.21 SQ.MT. 2...... = 39.22 SQ.MT. (BHARATBHAI KANJIBHAI KAKADIYA) REQ. LIFT CALCULATION:- = 464.06 - 39.22 3...... BUILDING-A = 424.84 SQ.MT. GR.FL. TO 2ND. FL. F.S.I. AREA= 424.84 SQ.MT. (RAHULKUMAR JIVRAJBHAI LATHIYA) LIFT CALCULATION R.S 4...... 3.41 Partners NO. FLOOR AREA (SHAILESHBHAI BABUBHAI SHETH) R.S R.S R.S R.S 1.55 1 THIRD 498.57 ARCHITECT & PLANNER 14.40 GROUND FLOOR PLAN 2 FOURTH 498.57 RAMAN T. PATEL SMC - TDO / AR / 76 (B.Arch, IIA) TOWER - A PROP. LIFT CALCULATION:- TOTAL 997.14 PLINTH LVL +0.45MT. SUDA - SUDA / 256 LIFT CALCULATION IF ONE LIFT PER 1000 SQ.MT. TOTAL LIFT SCALE :- 1.00CM = 1.00MT LIFT NO.1 REQ. = (997.14/1000) = 0.99 X ______COA - CA / 97 / 22218 LIFT SHAFT 1.83X2.75 MT. 10 X 2 = SAY 1.00 SIZE 2 NOS. 20 PERSONS EACH LIFT OF 6 PERSONS 18 PERSONS CAPACITY (6X3) REQ. CAP. OF LIFT. 18 PERSONS

0.60 MT. WIDE CHHAJJA DRY 0.60 MT. WIDE CHHAJJA FIRE EXTIN ARCH.PROJ. @ LINTEL LEVEL POWDER ARCH.PROJ. @ LINTEL LEVEL GUISHER

3.20 1.50 1.94

UP 4.01 2.40 1.60 1.50 0.30

LIFT LIFT 6.77 1.83 X 2.75 1.83 X 2.75 STEEL 5.17 A 5.10 A UPFIREPROOFDN F.A. DOOR

OPEN E.L. E.L. 2.00 OPEN TERRACE 7.01 LVL+15.70 MT. D1 TERRACE LVL+15.70 MT. LIFT MACHINE STAIR CABIN & 22.36 ROOM O.H.W.T 20.57

TERRACE FLOOR PLAN LVL. +15.70 MT. TOWER - A 3.00 SCALE :- 1.00CM = 1.00MT 14.40 a

6.67 b 4.85

3.96 14.36 12.42 11.96 A B

18.59 16.74 49.73 0.60 MT. WIDE CHHAJJA DRY 0.60 MT. WIDE CHHAJJA FIRE EXTIN ARCH.PROJ. @ LINTEL LEVEL POWDER ARCH.PROJ. @ LINTEL LEVEL GUISHER LINE DIAGRAM OF BUILT-UP & F.S.I. AREA 49.73 V V V V FOR 3RD. FL. & 4TH. FL. W.C W.C W.C W.C 0.92X 0.92X 0.92X 0.92X (TOWER - A) 0.91 0.91 0.91 0.91 305/405/505/605/

1.50 G.TOILET 1.94 d d d d 705 302/402/502/602/702 3.96 2.40 1.50 1.50 d OFFICE BUILT UP AREA CALCULATION L.TOI. 301/401/501/601/ 701 OFFICE d 4.04 X 4.47 306/406/506/606/706 3RD.FL. & 4TH. FL.:- 11.21 X 4.47 0.30 OFFICE C.A : 21.03 SQ.MT. = 49.73 X 14.36 = 714.12 SQ.MT. C.A : 50.26 SQ.MT. B A: 22.07 SQ.MT. OFFICE 11.99 X 5.79 B A: 53.05 SQ.MT. LESS:- 3.07 2.75 LIFT LIFT 11.71 X 6.22 C.A : 69.67 SQ.MT. 1.57X1.80 C.A : 78.84 SQ.MT. B A: 72.91 SQ.MT. 1.83 X 2.75 1.83 X 2.75 B A: 82.18 SQ.MT. (A) (18.59 X 12.42) X ½ = 115.44 SQ.MT.

A D 4.85 D A (B) (16.74 X 11.96) X ½ = 100.11 SQ.MT. = 215.55 SQ.MT. UPFIREPROOFDN F.A. 11.32 11.31 = 714.12 - 215.55 = 498.57 SQ.MT. D DOOR 2.00MT.WIDE PASSAGE 2.00M.WIDEPASSAGE D 3RD.FL. & 4TH. FL. B.UP AREA = 498.57 SQ.MT. 2.00 E.L. E.L. F.S.I. AREA CALCULATION:- 11.31 6.96 7.36 3RD.FL. & 4TH. FL. D D LESS:- a) 1 X 3.00 X 6.67 = 20.01 SQ.MT. 22.36 b) 1 X 3.96 X 4.85 = 19.21 SQ.MT. OWNER SIGNATURE

20.57 = 39.22 SQ.MT. For SHUKAN INFRA = 498.57 - 39.22 1...... 303/403/503/603/703 304/404/504/604/704 = 459.35 SQ.MT. 3RD.FL. & 4TH. FL. F.S.I. AREA= 459.35 SQ.MT. (SHAMBHUBHAI RANCHHODBHAI DAKHARA) OFFICE OFFICE 2. 12.76 X 7.49 12.77 X 7.49 ...... 3.20 C.A : 81.95 SQ.MT. (BHARATBHAI KANJIBHAI KAKADIYA) B A: 85.03 SQ.MT. C.A : 87.40 SQ.MT. B A: 90.51 SQ.MT. 3...... (RAHULKUMAR JIVRAJBHAI LATHIYA) 4.01 4...... Partners (SHAILESHBHAI BABUBHAI SHETH) ARCHITECT & PLANNER 14.40 TYPICAL FLOOR PLAN RAMAN T. PATEL SMC - TDO / AR / 76 6.77 1 2 (3RD & 4TH FLOOR PLAN) (B.Arch, IIA) SUDA - SUDA / 256 LVL. +9.60 MT. TO +12.65 MT. 5.10 TERRACE.FL.BUILT UP AREA CALCULATION :- (1) 1 X 3.20 X 6.77 = 21.66 SQ.MT. TOWER - A X ______COA - CA / 97 / 22218 (2) 1 X 4.01 X 5.10 = 20.45 SQ.MT. SCALE :- 1.00CM = 1.00MT = 42.11 SQ.MT. 1 : 100 REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. NO - 168 , F.P. NO - 168 , ( AS PER DRAFT ) , BLOCK NO:- 221/A/1, 221/B,O.P NO:-168/1, 168/3, F.P.NO:-168/1, ( AS PER T.R. ) T.P.S. NO:-59 ( UNN ) SURAT. ELEVATION & SECTION 6/12 TOWER-A

TE.FL. LVL +15.70MT.

4TH.FL. LVL +12.65MT.

3RD.FL. LVL +9.60MT.

2ND.FL. LVL +6.55MT.

1ST.FL. LVL +3.50MT.

PLINTH LVL +0.45MT. G.L ELEVATION LVL +20.50MT.

LVL +19.60MT. LIFT O.H.W.T SHAFT 1.50 LVL +18.10MT.

BUSTER PUMP

STAIR CABIN 2.40 OPEN TERRACE OPEN TERRACE TE.FL. LVL +15.70MT.

OFFICE OFFICE 3.05

OFFICE OFFICE 4TH.FL. PASSAGE PASSAGE LVL +12.65MT.

OFFICE OFFICE 3.05

OFFICE OFFICE 3RD.FL. PASSAGE PASSAGE LVL +9.60MT.

OWNER SIGNATURE SHOP SHOP SHOP SHOP 3.05 For SHUKAN INFRA 15.70 SHOP SHOP 2ND.FL. 1...... PASSAGE PASSAGE LVL +6.55MT. (SHAMBHUBHAI RANCHHODBHAI DAKHARA)

2...... SHOP SHOP SHOP SHOP (BHARATBHAI KANJIBHAI KAKADIYA) 3.05

3...... SHOP SHOP 1ST.FL. (RAHULKUMAR JIVRAJBHAI LATHIYA) PASSAGE PASSAGE LVL +3.50MT. 4...... Partners (SHAILESHBHAI BABUBHAI SHETH) ARCHITECT & PLANNER 3.05 RAMAN T. PATEL SMC - TDO / AR / 76 (B.Arch, IIA) SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP SHOP PLINTH LVL +0.45MT. SUDA - SUDA / 256 G.L 0.45 X ______COA - CA / 97 / 22218 3.85 BUSTER 3.40 PUMP PARKING LVL.-2.90MT. BASEMENT PARKING BASEMENT FL. LVL -3.40MT. SECTION AT "A-A" 1 : 100 REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. NO - 168 , F.P. NO - 168 , ( AS PER DRAFT ) , BLOCK NO:- 221/A/1, 221/B,O.P NO:-168/1, 168/3, F.P.NO:-168/1, GROUND FLOOR PLAN, 7/12 ( AS PER T.R. ) T.P.S. NO:-59 ( UNN ) SURAT. 1ST TO 7TH FLOOR PLAN, TERRACE FLOOR PLAN & ELEVATION & SECTION LVL +28.75MT. LVL +28.75MT. & CALCULATION O.H.W.T TOWER-B1,B2,B3 LIFT SHAFT 6.27 LIFT SHAFT LVL +27.25MT. O.H.W.T LVL +27.25MT.

STAIR CABIN BUSTER PUMP STAIR CABIN TE.FL. OPEN TERRACE 1.30 TE.FL. LVL +24.85MT. LVL +24.85MT. 1.48 1.48

3.05 6.16 2.28 1.14 a b 2 2.03 7.52 3.04 3.04 7.52

21.44 3 7TH.FL. C.TOILET KITCHEN / DINING 7TH.FL. 1 LVL +21.80MT. LVL +21.80MT. 2.28 1

1.01 3.05

6TH.FL. C.TOILET KITCHEN / DINING 6TH.FL. LVL +18.75MT. LVL +18.75MT.

3.05 LINE DIAGRAM OF BUILT-UP & F.S.I. AREA FOR GR. FL. TO 7TH. FL. 5TH.FL. C.TOILET KITCHEN / DINING 5TH.FL. LVL +15.70MT. LVL +15.70MT. (TOWER - B1,B2,B3)

O.T.S 3.05 BUILT UP AREA CALCULATION 4TH.FL. C.TOILET KITCHEN / DINING 4TH.FL. GR.FL. TO 7TH. FL.:- LVL +12.65MT. LVL +12.65MT. 12.54 X 21.44 = 268.86 SQ.MT. 24.85 LESS:- (1) 2 X 1.48 X 7.52 = 22.26 SQ.MT.

3.05 (2) 1 X 1.14 X 3.04 = 3.47 SQ.MT. (3) 1 X 2.28 X 1.01 = 2.30 SQ.MT. 3RD.FL. C.TOILET KITCHEN / DINING 3RD.FL. = 28.03 SQ.MT. LVL +9.60MT. LVL +9.60MT. ( 268.86 - 28.03 ) = 240.83 SQ.MT. GR.FL. TO 7TH. FL. B.UP AREA = 240.83 SQ.MT. F.S.I. AREA CALCULATION:-

3.05 1ST.FL. TO 7TH. FLOOR LESS:- 2ND.FL. C.TOILET KITCHEN / DINING 2ND.FL. a) 1 X 6.16 X 3.04 = 18.73 SQ.MT. LVL +6.55MT. LVL +6.55MT. b) 1 X 2.28 X 2.03 = 4.63 SQ.MT. = 23.36 SQ.MT. = 240.83 - 23.36

3.05 = 217.47 SQ.MT. 1ST.FL. TO 7TH. FL. F.S.I. AREA= 217.47 SQ.MT. 1ST.FL. C.TOILET KITCHEN / DINING 1ST.FL. LVL +3.50MT. LVL +3.50MT. TERRACE FL. BUILT UP AREA CALCULATION:- (1) 1 X 6.16 X 3.24 = 19.96 SQ.MT. (2) 1 X 2.28 X 2.13 = 4.86 SQ.MT.

3.05 = 24.82 SQ.MT. PLINTH PLINTH LIFT PARKING LVL +0.45MT. LIFT PARKING LVL +0.45MT. G.L

ELEVATION 3.85 3.40 BUSTER PUMP BASEMENT FL. LVL.-2.90MT.BASEMENT PARKING BASEMENT FL. LVL -2.90MT. LVL -3.40MT.

SECTION AT -"X-X"

0.60 MT. WIDE CHHAJJA 0.60 MT. WIDE CHHAJJA 0.60 MT. WIDE CHHAJJA ARCH.PROJ. @ LINTEL LEVEL ARCH.PROJ. @ LINTEL LEVEL ARCH.PROJ. @ LINTEL LEVEL

12.54 12.54 12.54 W W W W

BED ROOM BED ROOM BED ROOM BED ROOM 2.98 X 3.24 3.04 X 3.24 3.04 X 3.24 2.98 X 3.24

OPEN TERRACE D1 D1 D1 D1 PARKING d d LVL+24.85 MT. P.L.+0.45MT. 6.96 6.96 6.96 6.96 6.96 6.96 A.TOILET A.TOILET 1.83 X 1.18 1.83 X 1.18 d V V d W1 KITCHEN / DINING KITCHEN / DINING W1 3.33 X 2.51 3.33 X 2.51 O.T.S O.T.S O.T.S C.TOILET C.TOILET 1.32 X 1.32 X 1.32 X 1.98 X 1.23 1.98 X 1.23 1.23 D1 V 1.23 V D1 1.23

WASH WASH 0.91 X 1.48 LIVING ROOM 0.91 X 1.48 4.64 X 3.05 4.64 X 3.05 1.48 1.48 1.48 1.48 1.48 1.48 C A : 49.67 SQ.MT. C A : 49.67 SQ.MT. B A: 53.56 SQ.MT. B A: 53.56 SQ.MT. LIFT MACHINE CARPET AREA +WASH CARPET AREA +WASH STAIR CABIN & W W ROOM 2.24 2.24 2.24 48.32 + 1.35 = 49.67 48.32 + 1.35 = 49.67 O.H.W.T INTER.WALL AREA =1.26 INTER.WALL AREA =1.26 D D 101 102 D 1.52 2.00 1.14 1.52 2.00 1.14 1.52 2.00 1.14 E.L. DN DN DN LIFT LIFT LIFT 1.52 E.L. 1.52 1.52 E.L. X 0.25 X 0.25 2.13 X 1.83 X 0.25 FOYER 2.13 X 1.83 2.13 X 1.83 2.13 2.03 2.03 FOYER

FOYER F.A. F.A. F.A. 2.54 X 3.04 2.54 X 3.04 2.54 X 7.52 3.24 7.52 7.52 21.44 21.44 DOOR DOOR 3.04 B1,2,3 2.28 UP 2.28 UP 2.28 FIREPROOF FIREPROOF 1.52 1.52 1.52 E.L. E.L. E.L.

2.64 1.01 1.01 2.00 1.01 3.42 2.00 104 2.64 103 3.42 2.00 D 3.42 D D FIRE EXTIN UP LIVING ROOM DRY LIVING ROOM GUISHER DRY DRY FIRE EXTIN FIRE EXTIN W 4.64 X 3.05 POWDER 4.64 X 3.05 W POWDER OWNER SIGNATURE ENTRANCE FOYER POWDER GUISHER GUISHER C A : 49.67 SQ.MT. C A : 49.67 SQ.MT. 2.24 2.24 4.74 X 2.64 2.24 B A: 53.56 SQ.MT. B A: 53.56 SQ.MT. For SHUKAN INFRA CARPET AREA +WASH CARPET AREA +WASH 1.48 1.48 1.48 1.48 48.32 + 1.35 = 49.67 48.32 + 1.35 = 49.67 1.48 1.48 X 1...... X WASH INTER.WALL AREA =1.26 INTER.WALL AREA =1.26 WASH X 0.91 X 1.48 0.91 X 1.48 (SHAMBHUBHAI RANCHHODBHAI DAKHARA) D1 V V D1 O.T.S O.T.S O.T.S 2...... C.TOILET C.TOILET 1.32 X 1.32 X 1.32 X 1.98 X 1.23 1.98 X 1.23 1.23 1.23 1.23 (BHARATBHAI KANJIBHAI KAKADIYA) W1 KITCHEN / DINING KITCHEN / DINING W1 3.33 X 2.51 d V V d 3.33 X 2.51 3...... A.TOILET A.TOILET 1.83 X 1.18 1.83 X 1.18 (RAHULKUMAR JIVRAJBHAI LATHIYA) PARKING 6.96 d d 6.96 6.96 6.96 6.96 6.96 D1 D1 D1 D1 P.L.+0.45MT. 4...... OPEN TERRACE Partners (SHAILESHBHAI BABUBHAI SHETH) LVL+24.85 MT. ARCHITECT & PLANNER BED ROOM BED ROOM BED ROOM BED ROOM 2.98 X 3.24 3.04 X 3.24 3.04 X 3.24 2.98 X 3.24 RAMAN T. PATEL SMC - TDO / AR / 76 (B.Arch, IIA) SUDA - SUDA / 256 W W W W

12.54 12.54 12.54 X ______COA - CA / 97 / 22218

GROUND FLOOR PLAN 0.60 MT. WIDE CHHAJJA TYPICAL FLOOR PLAN 0.60 MT. WIDE CHHAJJA 0.60 MT. WIDE CHHAJJA ARCH.PROJ. @ LINTEL LEVEL ARCH.PROJ. @ LINTEL LEVEL TERRACE FLOOR PLAN ARCH.PROJ. @ LINTEL LEVEL (TOWER-B1,B2,B3) (TOWER-B1,B2,B3) (TOWER-B1,B2,B3) PLINTH LVL +0.45MT. (1ST TO 7TH FLOOR) LVL. +24.85 MT. SCALE :- 1.00CM = 1.00MT LVL. +3.50 MT. TO +21.80 MT. SCALE :- 1.00CM = 1.00MT SCALE :- 1.00CM = 1.00MT 1 : 100 REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. NO - 168 , F.P. NO - 168 , ( AS PER DRAFT ) , BLOCK NO:- 221/A/1, 221/B,O.P NO:-168/1, 168/3, F.P.NO:-168/1, GROUND FLOOR PLAN, 8/12 ( AS PER T.R. ) T.P.S. NO:-59 ( UNN ) SURAT. 1ST TO 7TH FLOOR PLAN, 0.60 MT. WIDE CHHAJJA TERRACE FLOOR PLAN & ARCH.PROJ. @ LINTEL LEVEL 35.14 CALCULATION 4.62 2.54 9.14 2.54 9.14 2.54 4.62 TOWER-C1,C2,C3 RWP RWP RWP RWP 1.07 1.07 1.07

OPEN TERRACE 6.96 6.96 LVL+24.85 MT.

STAIR CABIN & LIFT MACHINE STAIR CABIN & LIFT MACHINE STAIR CABIN & O.H.W.T ROOM O.H.W.T ROOM O.H.W.T

RWP RWP D D D 0.97 1.50 2.00 2.85 4.24 2.38 2.00 1.50 3.51 2.85 2.00 1.50 0.97 DN LIFT LIFT UP LIFT UP C 1.50 0.25 FOYERE.L. 2.04 X 1.99 2.04 X 1.99 FOYERE.L. 0.25 1.50 O.T.S 2.04 X 1.99 FOYERE.L. 0.25 1.50 C 2.29 O.T.S 2.29 2.29 2.85 X 3.00 2.38 X 3.00 3.51 X 3.00 2.85 X 3.00 3.00 3.00 3.00 3.00 3.00 4.24 X 3.00 F.A. 16.92 16.92

UP FIRE EXTIN FIRE EXTIN F.A. DN FIRE EXTIN F.A. DN 2.29 2.29 2.29

1.50 E.L. 2.29 X 0.81 GUISHER GUISHER 2.29 X 0.81 E.L. 1.50 GUISHER 2.29 X 0.81 E.L. 1.50 0.81

D D 0.73 D RWP RWP UP DRY DRY UP DRY UP POWDER POWDER POWDER

OPEN TERRACE LVL+24.85 MT. 6.96 6.96

RWP RWP RWP RWP 1.07 1.07 1.07

4.62 2.54 9.14 2.54 9.14 2.54 4.62 35.14 0.60 MT. WIDE CHHAJJA TERRACE FLOOR PLAN ARCH.PROJ. @ LINTEL LEVEL TOWER - C1,C2,C3 LVL. +24.85 MT. SCALE :- 1.00CM = 1.00MT 0.60 MT. WIDE CHHAJJA ARCH.PROJ. @ LINTEL LEVEL 35.14 4.62 2.54 9.14 2.54 9.14 2.54 4.62 W BALC. BALC. W W BALC. BALC. W W BALC. BALC. W 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 D1 1.07 D1 D1 1.07 D1 D1 1.07 D1 BED ROOM W W BED ROOM BED ROOM W W BED ROOM BED ROOM W W BED ROOM W 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 W

D1 D1 D1 D1 D1 D1 LIVING LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN 6.96 6.96 2.90 X 2.44 2.90 X 2.44 B A: 39.64 SQ.MT. B A: 39.29 SQ.MT. 2.90 X 2.44 2.90 X 2.44 B A: 39.29 SQ.MT. B A: 39.29 SQ.MT. 2.90 X 2.44 B A: 39.29 SQ.MT. B A: 39.64 SQ.MT. 2.90 X 2.44 W1 CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH W1 33.80 + 1.63+1.17 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.80 + 1.63+1.17 = 36.60 INTER.WALL AREA =0.97 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.97 d d d d d d WASH WASH WASH WASH WASH WASH C.TOILET 1.07 X 1.07 X C.TOILET C.TOILET 1.07 X 1.07 X C.TOILET C.TOILET 1.07 X 1.07 X C.TOILET 1.11 X 1.00 X 1.00 X 1.00 X 1.00 X 1.11 X V 3.46 X 1.07 1.27 1.27 3.46 X 1.07 3.46 X 1.07 1.27 1.27 3.46 X 1.07 3.46 X 1.07 1.27 1.27 3.46 X 1.07 V 1.27 D D 1.27 1.27 D D 1.27 1.27 D D 1.27 101 102 V V 101 102 V V 101 102 V 0.97 1.50 2.00 2.85 4.24 2.38 2.00 1.50 3.51 2.85 2.00 1.50 0.97 UP UP DN LIFT LIFT LIFT 1.50 1.50 1.50 0.25 E.L. 2.04 X 1.99 2.04 X 1.99 E.L. 0.25 2.04 X 1.99 E.L. C FOYER O.T.S FOYER C 2.19 FOYER 2.19 2.19 O.T.S 3.51 X 3.00 2.85 X 3.00 2.38 X 3.00 2.85 X 3.00 3.00 3.00 3.00 3.00 3.00 4.24 X 3.00 F.A. 16.92 16.92 DOOR DOOR DOOR C1 C2 C3

UP FIRE EXTIN FIRE EXTIN F.A. DN FIRE EXTIN F.A. DN FIREPROOF FIREPROOF FIREPROOF 2.29 2.29 2.29 1.50 1.50 1.50 E.L. 2.29 X 0.81 GUISHER GUISHER 2.29 X 0.81 E.L. GUISHER 2.29 X 0.81 E.L. 104 103 V V 104 103 V V 104 103 0.81 0.81 D D D D D D WASH V C.TOILET C.TOILET WASH WASH C.TOILET C.TOILET WASH WASH C.TOILET C.TOILET V WASH 1.11 X DRY 1.00 X 1.00 X DRY 1.00 X 1.00 X DRY 1.11 X 3.46 X 1.07 1.07 X 1.07 X 3.46 X 1.07 3.46 X 1.07 1.07 X 1.07 X 3.46 X 1.07 3.46 X 1.07 1.07 X 1.07 X 3.46 X 1.07 1.27 POWDER 1.27 1.27 POWDER 1.27 1.27 POWDER 1.27 d 1.27 1.27 d d 1.27 1.27 d d 1.27 1.27 d CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH 33.80 + 1.63+1.17 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.80 + 1.63+1.17 = 36.60 W1 INTER.WALL AREA =0.97 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.97 W1 C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN KITCHEN KITCHEN KITCHEN KITCHEN KITCHEN B A: 39.29 SQ.MT. B A: 39.29 SQ.MT. B A: 39.64 SQ.MT. 2.90 X 2.44 B A: 39.64 SQ.MT. B A: 39.29 SQ.MT. 2.90 X 2.44 2.90 X 2.44 2.90 X 2.44 2.90 X 2.44 B A: 39.29 SQ.MT. 2.90 X 2.44 6.96 6.96 LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL D1 2.74 X 4.52 2.74 X 4.52 D1 D1 2.74 X 4.52 2.74 X 4.52 D1 D1 2.74 X 4.52 2.74 X 4.52 D1

W BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM W 2.90 X 3.05 W W 2.90 X 3.05 2.90 X 3.05 W W 2.90 X 3.05 2.90 X 3.05 W W 2.90 X 3.05 D1 D1 D1 D1 D1 D1 35.14 BALC. BALC. BALC. BALC. BALC. BALC. 1 1 1 W 1.52 X 1.07 1.52 X 1.07 W W 1.52 X 1.07 1.52 X 1.07 W W 1.52 X 1.07 1.52 X 1.07 W 1.07 1.07 1.07 1.07 2.54 1.07 2.54 1.07 2.54 4.62 2.54 9.14 2.54 9.14 2.54 4.62

0.60 MT. WIDE CHHAJJA 35.14 ARCH.PROJ. @ LINTEL LEVEL

TYPICAL FLOOR PLAN 0.97 0.97 TOWER - C1,C2,C3 6.35 2.29 4.24 2.29 5.88 3.51 2.29 6.35 a b 3 b c 5 b a (1ST TO 7TH FLOOR) 2 2.19 2.19 2.19 2 3.00 3.00 3.00 LVL. +3.50 MT. 16.92 4 6 TO +21.80 MT. 8.82 5.80 SCALE :- 1.00CM = 1.00MT 0.81 0.60 MT. WIDE CHHAJJA 0.81 ARCH.PROJ. @ LINTEL LEVEL 35.14 4.62 2.54 9.14 2.54 9.14 2.54 4.62

1.07 2.54 2.54 2.54 1.07 1.07 1.07 1 1.07 1 1.07 1

LINE DIAGRAM OF BUILT-UP & F.S.I. AREA FOR GR. FL. TO 7TH. FL. (TOWER - C1,C2,C3) 6.96 6.96 PARKING P.L.+0.45MT. BUILT UP AREA CALCULATION GR.FL. TO 7TH. FL.:- 35.14 X 16.92 = 594.57 SQ.MT. LESS:- (1) 6 X 2.54 X 1.07 = 16.31 SQ.MT. (2) 2 X 0.97 X 3.00 = 5.82 SQ.MT. 0.97 1.50 2.00 2.85 4.24 2.38 2.00 1.50 3.51 2.85 2.00 1.50 0.97 DN LIFT LIFT UP LIFT UP (3) 1 X 4.24 X 2.19 = 9.29 SQ.MT. 1.50 1.50 C 1.50 0.25 2.04 X 1.99 2.04 X 1.99 0.25 O.T.S 2.04 X 1.99 C (4) 1 X 8.82 X 0.81 = 7.14 SQ.MT. 2.19 2.19 2.19 FOYER FOYER FOYER O.T.S 3.51 X 3.00 2.85 X 3.00 3.00 3.00 3.00 3.00 3.00 2.85 X 3.00 4.24 X 3.00 2.38X3.00 (5) 1 X 3.51 X 2.19 = 7.69 SQ.MT. OWNER SIGNATURE 16.92 16.92 DOOR DOOR DOOR UP DN DN (6) 1 X 5.80 X 0.81 = 4.70 SQ.MT. FIREPROOF FIREPROOF FIREPROOF 2.29 2.29 2.29 For SHUKAN INFRA 1.50 1.50 1.50 2.29 X 0.81 2.29 X 0.81 2.29 X 0.81 = 50.95 SQ.MT. 0.81 0.81 ( 594.57 - 50.95 ) = 543.62 SQ.MT. 1...... GR.FL. TO 7TH. FL. B.UP AREA = 543.62 SQ.MT. (SHAMBHUBHAI RANCHHODBHAI DAKHARA) F.S.I. AREA CALCULATION:- 2...... 1ST.FL. TO 7TH. FLOOR ENTRANCE FOYER ENTRANCE FOYER ENTRANCE FOYER (BHARATBHAI KANJIBHAI KAKADIYA) 2.74 X 5.79 2.74 X 5.79 2.74 X 5.79 LESS:- PARKING a) 2 X 6.35 X 3.00 = 38.10 SQ.MT. 3...... P.L.+0.45MT. b) 3 X 2.29 X 2.19 = 15.05 SQ.MT. (RAHULKUMAR JIVRAJBHAI LATHIYA) C-1 C-2 C-3 6.96 6.96 c) 1 X 5.88 X 3.00 = 17.64 SQ.MT. 4...... Partners = 70.79 SQ.MT. (SHAILESHBHAI BABUBHAI SHETH) = 543.62 - 70.79 ARCHITECT & PLANNER = 472.83 SQ.MT. 1ST.FL. TO 7TH. FL. F.S.I. AREA = 472.83 SQ.MT. RAMAN T. PATEL SMC - TDO / AR / 76 (B.Arch, IIA) SUDA - SUDA / 256 1.07 1.07 1.07 TERRACE FL. BUILT UP AREA CALCULATION:-

4.62 2.54 9.14 2.54 9.14 2.54 4.62 (1) 2 X 6.35 X 3.20 = 40.64 SQ.MT. X ______COA - CA / 97 / 22218 35.14 (2) 3 X 2.29 X 2.29 = 15.73 SQ.MT. 0.60 MT. WIDE CHHAJJA ARCH.PROJ. @ LINTEL LEVEL (3) 1 X 5.88 X 3.20 = 18.82 SQ.MT. GROUND FLOOR PLAN = 75.19 SQ.MT. TOWER - C1,C2,C3 PLINTH LVL +0.45MT. SCALE :- 1.00CM = 1.00MT 1 : 100 REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. NO - 168 , F.P. NO - 168 , ( AS PER DRAFT ) , BLOCK NO:- 221/A/1, 221/B,O.P NO:-168/1, 168/3, F.P.NO:-168/1, SECTION 9/12 & ELEVATION ( AS PER T.R. ) T.P.S. NO:-59 ( UNN ) SURAT. TOWER-C1,C2,C3

LVL +29.65MT. LVL +29.65MT.

LVL +28.75MT. LVL +28.75MT.

LIFT LIFT O.H.W.T O.H.W.T LIFT SHAFT O.H.W.T LVL +27.25MT. SHAFT SHAFT LVL +27.25MT.

BUSTER BUSTER PUMP PUMP STAIR CABIN STAIR CABIN STAIR CABIN

TE.FL. 1.30 TE.FL. LVL +24.85MT. LVL +24.85MT. 3.05

7TH.FL. PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 7TH.FL. LVL +21.80MT. LVL +21.80MT. 3.05

6TH.FL. PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 6TH.FL. LVL +18.75MT. LVL +18.75MT. 3.05

5TH.FL. PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 5TH.FL. LVL +15.70MT. LVL +15.70MT. 3.05

4TH.FL. PASSAGE O.T.S BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM O.T.S PASSAGE 4TH.FL. LVL +12.65MT. LVL +12.65MT. 24.85 3.05

3RD.FL. PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 3RD.FL. LVL +9.60MT. LVL +9.60MT. 3.05

2ND.FL. PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 2ND.FL. LVL +6.55MT. LVL +6.55MT. 3.05

1ST.FL. PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 1ST.FL. LVL +3.50MT. LVL +3.50MT. 3.05

PLINTH PLINTH LVL +0.45MT. PASSAGE PARKING PASSAGE LVL +0.45MT. G.L 0.45 3.85 3.40 BUSTER BUSTER PUMP PUMP BASEMENT FL. BASEMENT PARKING LVL.-2.90MT. BASEMENT PARKING LVL -3.40MT. SECTION AT "C-C"

O.H.W.T O.H.W.T O.H.W.T

LIFT SHAFT LIFT SHAFT LIFT SHAFT

STAIR CABIN STAIR CABIN STAIR CABIN

OWNER SIGNATURE For SHUKAN INFRA

1...... (SHAMBHUBHAI RANCHHODBHAI DAKHARA)

2...... (BHARATBHAI KANJIBHAI KAKADIYA)

3...... (RAHULKUMAR JIVRAJBHAI LATHIYA)

4...... Partners (SHAILESHBHAI BABUBHAI SHETH) ARCHITECT & PLANNER

RAMAN T. PATEL SMC - TDO / AR / 76 (B.Arch, IIA) SUDA - SUDA / 256

X ______COA - CA / 97 / 22218

LIFT PARKING LIFT PARKING LIFT

ELEVATION 1 : 100 REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. NO - 168 , F.P. NO - 168 , ( AS PER DRAFT ) , BLOCK NO:- 221/A/1, 221/B,O.P NO:-168/1, 168/3, GROUND FLOOR PLAN, 10/12 F.P.NO:-168/1, ( AS PER T.R. ) T.P.S. NO:-59 ( UNN ) SURAT. 1ST TO 7TH FLOOR PLAN, TERRACE FLOOR PLAN & CALCULATION TOWER-D1,D2,D3,D4

BUILT UP AREA CALCULATION GR.FL. TO 7TH. FL. :- 46.82 X 16.92 = 792.19 SQ.MT. LESS :- (1) 8 X 2.54 X 1.07 = 21.74 SQ.MT. (2) 2 X 0.97 X 3.00 = 5.82 SQ.MT. (3) 1 X 4.24 X 2.19 = 9.29 SQ.MT. (4) 1 X 8.82 X 0.81 = 7.14 SQ.MT. (5) 2 X 3.51 X 2.19 = 15.37 SQ.MT. 46.82 (6) 2 X 5.80 X 0.81 = 9.40 SQ.MT. 1 1 1 1 = 68.76 SQ.MT. 2.54 1.07 2.54 1.07 2.54 1.07 2.54 1.07 ( 792.19 - 68.76 ) = 723.43 SQ.MT. GR.FL. TO 7TH. FL.B UP AREA= 723.43 SQ.MT. F.S.I AREA CALCULATION :- 1ST TO 7TH.FLOOR :-

0.97 LESS 0.97 (a) 2 X 6.35 X 3.00 = 38.10 SQ.MT. 6.35 2.29 3.51 5.88 2.29 4.24 2.29 5.88 3.51 2.29 6.35 a b 5 b 3 b b (b) 4 X 2.29 X 2.19 = 20.06 SQ.MT. 2 c c 5 a 2 2.19 2.19 2.19 2.19 2.19 (c) 2 X 5.88 X 3.00 = 35.28 SQ.MT. 3.00 3.00 3.00 3.00 3.00 16.92 0.81 6 4 6 5.80 0.81 8.82 0.81 5.80 = 93.44 SQ.MT. =723.43 - 93.44 =629.99 SQ.MT. 1ST.FL.TO 7TH.FL. F.S.I. AREA = 629.99 SQ.MT.

TERRACE.FL.BUILT UP AREA CALCULATION :- (1) 2 X 6.35 X 3.20 = 40.64 SQ.MT. 1 2.54 1.07 2.541 1.07 1 2.54 1.07 1 2.54 1.07 (2) 4 X 2.29 X 2.29 = 20.98 SQ.MT. (3) 2 X 5.88 X 3.20 = 37.63 SQ.MT. LINE DIAGRAM OF BUILT-UP & F.S.I. AREA FOR GR. FL. TO 7TH. FL. = 99.25 SQ.MT. (TOWER - D1,D2,D3,D4) 0.60 MT. WIDE CHHAJJA ARCH.PROJ. @ LINTEL LEVEL 46.82 4.62 2.54 9.14 2.54 9.14 2.54 9.14 2.54 4.62 RWP RWP RWP RWP RWP 1.07 1.07 1.07 1.07

6.96 OPEN TERRACE 6.96 LVL+24.85 MT.

STAIR CABIN & LIFT MACHINE STAIR CABIN & LIFT MACHINE LIFT MACHINE STAIR CABIN & LIFT MACHINE STAIR CABIN & O.H.W.T ROOM O.H.W.T ROOM ROOM O.H.W.T ROOM O.H.W.T

RWP RWP D D D D 0.97 1.50 2.85 3.51 1.50 2.38 4.24 2.38 2.00 1.50 3.51 2.85 2.00 1.50 0.97

16.92 UP UP DN LIFT DN LIFT LIFT LIFT

1.50 E.L. O.T.S 1.50 E.L. E.L. 1.50 O.T.S E.L. 1.50 D 0.25 FOYER 2.04 X 1.99 0.25 FOYER 2.04 X 1.99 2.04 X 1.99 FOYER 0.25 2.04 X 1.99 FOYER 0.25 D 2.19 3.51 X 3.00 2.19 O.T.S 2.19 3.51 X 3.00 2.19 2.85 X 3.00 2.38 X 3.00 2.38 X 3.00 2.85 X 3.00

3.00 3.00 3.00 4.24 X 3.00 3.00 3.00 3.00 F.A. F.A. FIRE EXTIN FIRE EXTIN FIRE EXTIN DN FIRE EXTIN DN

UP UP F.A. F.A. 2.29 2.29 2.29 2.29 1.50 E.L. 2.29 X 0.81 GUISHER 1.50 E.L. 2.29 X 0.81 GUISHER GUISHER 2.29 X 0.81 E.L. 1.50 GUISHER 2.29 X 0.81 E.L. 1.50

D 0.81 D 0.81 0.81 D 0.81 D RWP RWP UP DRY UP DRY DRY UP DRY UP POWDER POWDER POWDER POWDER

OPEN TERRACE LVL+24.85 MT. 6.96 6.96

RWP RWP RWP RWP RWP 1.07 1.07 1.07 1.07 4.62 2.54 9.14 2.54 9.14 2.54 9.14 2.54 4.62

46.82 0.60 MT. WIDE CHHAJJA ARCH.PROJ. @ LINTEL LEVEL TERRACE FLOOR PLAN TOWER - D1,D2,D3,D4 LVL. +24.85 MT. SCALE :- 1.00CM = 1.00MT

0.60 MT. WIDE CHHAJJA ARCH.PROJ. @ LINTEL LEVEL 46.82 4.62 2.54 9.14 2.54 9.14 2.54 9.14 2.54 4.62 W W W W W W W W BALC. BALC. BALC. BALC. BALC. BALC. BALC. BALC. 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 1.52 X 1.07 1.07 1.07 1.07 D1 1.07 D1 D1 D1 D1 D1 BED ROOM W W BED ROOM BED ROOM W W BED ROOM BED ROOM W W BED ROOM BED ROOM W W BED ROOM W 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 2.90 X 3.05 W

D1 D1 D1 D1 D1 D1 D1 D1 LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 KITCHEN KITCHEN C.A : 36.60 SQ.MT. KITCHEN KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. 6.96 6.96 C.A : 36.60 SQ.MT. 2.90 X 2.44 2.90 X 2.44 B A: 39.29 SQ.MT. 2.90 X 2.44 2.90 X 2.44 B A: 39.29 SQ.MT. B A: 39.29 SQ.MT. 2.90 X 2.44 2.90 X 2.44 B A: 39.29 SQ.MT. B A: 39.29 SQ.MT. 2.90 X 2.44 2.90 X 2.44 B A: 39.29 SQ.MT. B A: 39.64 SQ.MT. B A: 39.64 SQ.MT. CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH W1 CARPET AREA + BALC.+WASH W1 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.80 + 1.63+1.17 = 36.60 33.80 + 1.63+1.17 = 36.60 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.97 INTER.WALL AREA =0.97 WASH d d WASH WASH d d WASH WASH d d WASH WASH d d WASH C.TOILET 1.07 X 1.07 X C.TOILET C.TOILET 1.07 X 1.07 X C.TOILET C.TOILET 1.07 X 1.07 X C.TOILET C.TOILET 1.07 X 1.07 X C.TOILET 1.11 X 1.00 X 1.00 X 1.00 X 1.00 X 1.00 X 1.00 X 1.11 X V 3.46 X 1.07 1.27 1.27 3.46 X 1.07 3.46 X 1.07 1.27 1.27 3.46 X 1.07 3.46 X 1.07 1.27 1.27 3.46 X 1.07 3.46 X 1.07 1.27 1.27 3.46 X 1.07 V 1.27 D D 1.27 1.27 D D 1.27 1.27 D D 1.27 1.27 D D 1.27 101 102 V V 101 102 V V 102 101 V V 102 101 0.97 1.50 2.00 2.85 3.51 1.50 2.00 2.38 4.24 2.38 2.00 1.50 3.51 2.85 2.00 1.50 0.97

16.92 UP DN LIFT DN FOYER LIFT LIFT UP LIFT 1.50 1.50 1.50 1.50 0.25 E.L. 2.04 X 1.99 O.T.S 0.25 E.L. 2.38X 2.04 X 1.99 2.04 X 1.99 E.L. 0.25 O.T.S 2.04 X 1.99 E.L. 0.25 D FOYER D 2.19 2.19 2.19 FOYER 2.19 3.51 X 3.00 3.00 O.T.S FOYER 3.51 X 3.00 2.85 X 3.00 2.38X3.00 2.85 X 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 4.24 X 3.00 F.A. F.A. DOOR DOOR DOOR D1 D2 D3 D4 FIRE EXTIN DOOR FIRE EXTIN FIRE EXTIN DN FIRE EXTIN DN

UP UP F.A. F.A. FIREPROOF FIREPROOF FIREPROOF 2.29 2.29 2.29 2.29 FIREPROOF 1.50 1.50 1.50 1.50 E.L. 2.29 X 0.81 GUISHER E.L. 2.29 X 0.81 GUISHER GUISHER 2.29 X 0.81 E.L. GUISHER 2.29 X 0.81 E.L. 104 103 V V 104 103 V V 103 104 V V 103 104 0.81 0.81 0.81 0.81 D D D D D D D D WASH V C.TOILET C.TOILET WASH WASH C.TOILET C.TOILET WASH WASH C.TOILET C.TOILET WASH WASH C.TOILET C.TOILET V WASH DRY DRY DRY DRY 1.11 X 3.46 X 1.07 1.07 X 1.07 X 3.46 X 1.07 1.00 X 1.00 X 3.46 X 1.07 1.07 X 1.07 X 3.46 X 1.07 1.00 X 1.00 X 3.46 X 1.07 1.07 X 1.07 X 3.46 X 1.07 1.00 X 1.00 X 3.46 X 1.07 1.07 X 1.07 X 3.46 X 1.07 1.11 X 1.27 POWDER 1.27 1.27 POWDER 1.27 1.27 POWDER 1.27 1.27 POWDER 1.27 d 1.27 1.27 d d 1.27 1.27 d d 1.27 1.27 d d 1.27 1.27 d CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH CARPET AREA + BALC.+WASH 33.80 + 1.63+1.17 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.79 + 1.63+1.18 = 36.60 33.80 + 1.63+1.17 = 36.60 W1 INTER.WALL AREA =0.97 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.98 INTER.WALL AREA =0.97 W1 KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN KITCHEN C.A : 36.60 SQ.MT. C.A : 36.60 SQ.MT. KITCHEN 2.90 X 2.44 B A: 39.64 SQ.MT. B A: 39.29 SQ.MT. 2.90 X 2.44 2.90 X 2.44 B A: 39.29 SQ.MT. B A: 39.29 SQ.MT. 2.90 X 2.44 2.90 X 2.44 B A: 39.29 SQ.MT. B A: 39.29 SQ.MT. 2.90 X 2.44 2.90 X 2.44 B A: 39.29 SQ.MT. B A: 39.64 SQ.MT. 2.90 X 2.44 6.96 6.96 D1 D1 D1 D1 D1 D1 D1 D1 LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL LIVING HALL 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 2.74 X 4.52 W BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM BED ROOM W 2.90 X 3.05 W W 2.90 X 3.05 2.90 X 3.05 W W 2.90 X 3.05 2.90 X 3.05 W W 2.90 X 3.05 2.90 X 3.05 W W 2.90 X 3.05 D1 D1 D1 D1 D1 D1 D1 D1 BALC. BALC. BALC. BALC. BALC. BALC. BALC. BALC. W 1.52 X 1.07 1.52 X 1.07 W W 1.52 X 1.07 1.52 X 1.07 W W 1.52 X 1.07 1.52 X 1.07 W W 1.52 X 1.07 1.52 X 1.07 W 1.07 1.07 1.07 1.07 4.62 2.54 9.14 2.54 9.14 2.54 9.14 2.54 4.62

46.82 0.60 MT. WIDE CHHAJJA TYPICAL FLOOR PLAN ARCH.PROJ. @ LINTEL LEVEL TOWER - D1,D2,D3,D4 (1ST TO 7TH FLOOR) LVL. +3.50 MT. TO +21.80 MT. SCALE :- 1.00CM = 1.00MT 0.60 MT. WIDE CHHAJJA ARCH.PROJ. @ LINTEL LEVEL 46.82

4.62 2.54 9.14 2.54 9.14 2.54 9.14 2.54 4.62 1.07 1.07 1.07 1.07 6.96 6.96

PARKING P.L.+0.45MT.

0.97 1.50 2.85 3.51 1.50 2.38 4.24 2.38 2.00 1.50 3.51 2.85 2.00 1.50 0.97

16.92 DN DN UP UP LIFT LIFT LIFT LIFT OWNER SIGNATURE 1.50 1.50 1.50 O.T.S 1.50 O.T.S D 0.25 2.04 X 1.99 0.25 FOYER 2.04 X 1.99 2.04 X 1.99 0.25 2.04 X 1.99 FOYER 0.25 D 2.19 2.19 2.19 FOYER 2.19 3.51 X 3.00 O.T.S FOYER 3.51 X 3.00 2.38X 2.85 X 3.00 For SHUKAN INFRA 3.00 3.00 3.00 3.00 3.00 3.00 2.85 X 3.00 4.24 X 3.00 2.38X3.00 3.00 DOOR DOOR DOOR DOOR UP UP DN DN 1...... FIREPROOF FIREPROOF FIREPROOF FIREPROOF 2.29 2.29 2.29 2.29 1.50 1.50 1.50 1.50 2.29 X 0.81 2.29 X 0.81 2.29 X 0.81 2.29 X 0.81 0.81 0.81 0.81 0.81 (SHAMBHUBHAI RANCHHODBHAI DAKHARA)

2...... (BHARATBHAI KANJIBHAI KAKADIYA)

ENTRANCE FOYER ENTRANCE FOYER ENTRANCE FOYER ENTRANCE FOYER 3...... 2.74 X 5.79 2.74 X 5.79 2.74 X 5.79 2.74 X 5.79 (RAHULKUMAR JIVRAJBHAI LATHIYA)

PARKING 4...... P.L.+0.45MT. Partners D-1 D-2 D-3 D-4 (SHAILESHBHAI BABUBHAI SHETH) 6.96 6.96 ARCHITECT & PLANNER

RAMAN T. PATEL SMC - TDO / AR / 76 (B.Arch, IIA) SUDA - SUDA / 256

X ______COA - CA / 97 / 22218 1.07 1.07 1.07 1.07 4.62 2.54 9.14 2.54 9.14 2.54 9.14 2.54 4.62

GROUND FLOOR PLAN 46.82 0.60 MT. WIDE CHHAJJA ARCH.PROJ. @ LINTEL LEVEL TOWER - D1,D2,D3,D4 PLINTH LVL +0.45MT. SCALE :- 1.00CM = 1.00MT 1 : 100 REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. NO - 168 , F.P. NO - 168 , ( AS PER DRAFT ) , BLOCK NO:- 221/A/1, 221/B,O.P NO:-168/1, 168/3, F.P.NO:-168/1, SECTION & 11/12 ( AS PER T.R. ) T.P.S. NO:-59 ( UNN ) SURAT. ELEVATION TOWER-D1,D2,D3,D4

LVL +29.65MT.

LVL +28.75MT.

O.H.W.T LIFT SHAFT O.H.W.T LIFT SHAFT LIFT SHAFT O.H.W.T LIFT SHAFT O.H.W.T LVL +27.25MT.

BUSTER BUSTER PUMP PUMP

STAIR CABIN STAIR CABIN STAIR CABIN STAIR CABIN

1.30 TE.FL. LVL +24.85MT. 3.05

PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 7TH.FL. LVL +21.80MT. 3.05

PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 6TH.FL. LVL +18.75MT. 3.05

PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 5TH.FL. LVL +15.70MT. 3.05

PASSAGE O.T.S BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM O.T.S PASSAGE 24.85 4TH.FL. LVL +12.65MT. 3.05

PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 3RD.FL. LVL +9.60MT. 3.05

PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 2ND.FL. LVL +6.55MT. 3.05

PASSAGE BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM LIVING ROOM LIVING ROOM BED ROOM BED ROOM PASSAGE 1ST.FL. LVL +3.50MT. 3.05

PLINTH PASSAGE PARKING LIFT PARKING LIFT PARKING PASSAGE LVL +0.45MT. G.L 0.45 3.85 BUSTER BUSTER 3.40 PUMP PUMP LIFT LIFT LVL.-2.90MT.BASEMENT LIFT PARKING LIFT BASEMENT FL. LVL -3.40MT.

SECTION AT "D-D"

O.H.W.T O.H.W.T O.H.W.T O.H.W.T

LIFT SHAFT LIFT SHAFT LIFT SHAFT LIFT SHAFT

STAIR CABIN STAIR CABIN STAIR CABIN STAIR CABIN

OWNER SIGNATURE For SHUKAN INFRA

1...... (SHAMBHUBHAI RANCHHODBHAI DAKHARA)

2...... (BHARATBHAI KANJIBHAI KAKADIYA)

3...... (RAHULKUMAR JIVRAJBHAI LATHIYA)

4...... Partners (SHAILESHBHAI BABUBHAI SHETH) ARCHITECT & PLANNER

RAMAN T. PATEL SMC - TDO / AR / 76 (B.Arch, IIA) SUDA - SUDA / 256

LIFT PARKING LIFT PARKING LIFT PARKING LIFT X ______COA - CA / 97 / 22218

ELEVATION

Annexure:3 Parking plan & Basement Plan

26 REVISED COMM. & RESI. BUILDING PLAN ON BLOCK NO :- 221/P O.P. NO - 168 , F.P. NO - 168 , ( AS PER DRAFT ) , BLOCK NO:- 221/A/1, 221/B,O.P NO:-168/1, F.P.NO:-168/1, ( AS PER T.R. ) T.P.S. NO:-59 ( UNN ) SURAT. GROUND FLOOR 12/12 PARKING PLAN & BASEMENT FLOOR TOTAL REQUIRED PARKING PARKING PLAN & TOTAL REQD. PARKING FOR NO. OF TOTAL REQD. PARKING FOR TOTAL PROP. PARKING FOR NO. OF CALCULATION TOTAL PROP. PARKING FOR COMM. LVL. COLOR NOTE LVL. COLOR NOTE = COMMERCIAL + RESI. COMM. =1215.72 SQ.MT. VEHICLE RESI. = 2457.32 SQ.MT. RESI. =3068.40 SQ.MT. VEHICLE = 2423.34 SQ.MT. = 1215.72 + 2457.32 TOTAL REQD. PARKING FOR RESI. @20% TOTAL REQD. PARKING FOR COMM. @50% TOTAL PROP. PARKING FOR COMM. = 3673.04 SQ.MT. PROPOSED F.S.I. AREA= 14479.83 SQ.MT. 2431.43 SQ.MT. X 50% = 1215.72 SQ.MT. 471.98+ 893.84 + 1057.52 =2423.34 TOTAL PROP. PARKING FOR RESI. = 3673.04 SQ.MT. LESS : COMM. AREA = 2193.22 SQ.MT. = [ 274.78 + 1346.79 +1446.83] RESI. AREA = 12286.61 SQ.MT. VISITOR'S CAR PARKING :- = 3068.40 SQ.MT. VISITOR PARKING FOR COMM. @20% GR. 3 TOTAL PROPOSED PARKING [CVCP1] 1 X 10.86 X 10.36 = 112.51 SQ.MT. 1215.72 SQ.MT. X 20% = 243.14 SQ.MT. LVL. 12286.61 SQ.MT. X 20% = 2457.32 SQ.MT. = COMMERCIAL + RESI. [CVCP2] 1 X 10.10 X 8.95 = 90.39 SQ.MT. BASE. 2 TOTAL REQ. PARKING =2457.32 SQ.MT. VISITOR'S CAR PARKING = 202.90 SQ.MT. LVL. = 2423.34 + 3068.40 VISITOR'S CAR PARKING :- = 5491.74 SQ.MT. 243.14 SQ.MT. X 0.50 = 121.57 SQ.MT. GR. VISITOR'S OTHER PARKING :- VISITOR PARKING FOR RESI. @10% [RVCP1] 2 X 12.54 X 5.95 = 149.23 SQ.MT. 4 VISITOR'S OTHERS PARKING LVL. = 5491.74 SQ.MT. [CVSP1] ½(21.11 + 19.12 ) X 2.97 = 59.74 SQ.MT. 2457.32 SQ.MT. X 10% =245.73 SQ.MT. = 149.23 SQ.MT. 243.14 SQ.MT. X 0.50 = 121.57 SQ.MT. [CVSP2] ½(17.62 X 11.78) = 103.78 SQ.MT. GR. 68 VISITOR'S CAR PARKING [CVSP3] 1 X 6.76 X 10.36 = 70.03 SQ.MT. LVL. 245.73 SQ.MT. X 0.50 =122.865 SQ.MT. VISITOR'S OTHERS PARKING :- [CVSP4] 1 X 9.45 X 3.76 = 35.53 SQ.MT. [RVSP1] 3 X 6.22 X 3.25 = 60.65 SQ.MT. VISITOR'S OTHERS PARKING GR. = 269.08 SQ.MT. [RVSP2] 3 X 1.48 X 1.01 = 4.48 SQ.MT. 32 245.73 SQ.MT. X 0.50 =122.865 SQ.MT. LVL. (202.90 + 269.08 ) = 471.98 SQ.MT. [RVSP3] 2 X 2.84 X 3.15 = 17.89 SQ.MT. [RVSP4] 2 X 3.10 X 6.86 = 42.53 SQ.MT. = 125.55 SQ.MT. PROP. PARKING AREA CALCULATION FOR COMMERCIAL TOTAL PROP. PARKING AREA CALCULATION FOR RESI. & COMMERCIAL OCCUPIER CAR PARKING @40% CAR PARKING :- [COCP1] 1 X 39.64 X 8.95 = 354.77 SQ.MT. TOTAL VISITOR'S PARKING = 149.23 + 125.55 SCOOTER SCOOTER 1215.72 SQ.MT. X 40% = 486.29 SQ.MT. BASE. VISITOR PARKING CAR VISITOR PARKING CAR [COCP2] 1 X 24.41 X 9.10 = 222.13 SQ.MT. 14 = 274.78 SQ.MT. TOTAL REMARK TOTAL REMARK LVL. FLOOR PARKING PARKING FLOOR PARKING PARKING [COCP3] 1 X 20.06 X 15.80 = 316.94 SQ.MT SCOOTER PARKING :- CAR SCT. CAR SCT. GR. 79 TOTAL 40% 40% TOTAL TOTAL AREA = 893.84 SQ.MT. [ROSP1] 1 X 46.82 X 6.86 = 321.19 SQ.MT. LVL. 50% 50% 50% 50% [ROSP2] 1 X 35.85 X 6.71 = 240.55 SQ.MT. GR. LVL. 112.51 269.08 381.59 ______381.59 31 % GR. LVL. 261.74 394.63 656.37 1446.83 321.19 2424.39 66 % BASE. [ROSP3] 1 X 30.17 X 6.71 = 202.44 SQ.MT. 222 ______OCCUPIER OTHERS PARKING @40% SCOOTER PARKING :- LVL. BASE. LVL. 90.39 90.39 893.84 1057.52 2041.75 168 % BASE. LVL. 90.39 90.39 893.84 2083.12 3067.35 84 % [ROSP4] 1 X 35.85 X 14.56 = 521.97 SQ.MT. GR. 1215.72 SQ.MT. X 40% = 486.29 SQ.MT. [COSP1] ½ (20.83 + 18.80 ) X2.84 = 56.23 SQ.MT TOTAL 202.90 269.08 471.98 893.84 1057.52 2423.34 TOTAL 352.13 394.63 746.76 2340.67 2404.31 5491.74 [ROSP5] 1 X 8.84 X 6.86 = 60.64 SQ.MT. LVL. 14 199% 150% [COSP2] 1 X 18.97 X 8.76 = 166.17 SQ.MT. =1346.79 SQ.MT. [COSP3] 1 X 18.97 X 4.06 = 77.01 SQ.MT. TOTAL AREA =1346.79 SQ.MT. [COSP4] ½ (10.58 + 7.54) = 39.88 SQ.MT. [COSP5] 1 X 14.68X 7.54 = 110.68 SQ.MT. CAR PARKING :- BASE. 175 [COSP6] 1 X 4.76X 6.52 = 31.03 SQ.MT. LVL. [ROCP1] 1 X 12.54 X 5.95 = 74.61 SQ.MT. PROP. PARKING AREA CALCULATION FOR RESIDENTIAL [ROCP2] 3 X 12.54 X 9.10 = 342.34 SQ.MT. [COSP7] ½ X 18.49X 12.03 = 111.21 SQ.MT. GR. 16 [COSP8]1 X 18.49X 1.17 = 31.61 SQ.MT. [ROCP3] 1 X 8.74 X 3.15 = 27.53 SQ.MT. LVL. VISITOR PARKING CAR SCOOTER TOTAL REMARK [COSP9] ½ X20.06 X 13.40 = 134.40 SQ.MT. [ROCP4] 1 X 11.58 X 3.71 = 42.96 SQ.MT. FLOOR PARKING PARKING [ROCP5] 1 X 35.14 X 6.86 = 241.06 SQ.MT. CAR SCT. [COSP10]1 X 28.17 X 9.10 = 256.34 SQ.MT. BASE. TOTAL AREA CALCULATION FOR LOADING UNLOADING [ROCP6] 1 X 30.17 X 12.93 = 390.10 SQ.MT. 13 50% 50% 45% 45% [COSP11]1 X 7.16 X 6.00 = 42.96 SQ.MT. LVL. [ROCP7] 2 X 3.10 X 6.86 = 42.53 SQ.MT. TOTAL AREA = 1057.52 SQ.MT. GR. GR. LVL. 149.23 125.55 274.78 1446.83 321.19 2042.80 83% [ROCP8] 1 X 6.00 X 3.71 = 22.26 SQ.MT. 4 LVL. BASE. LVL. ______42 % TOTAL REQD. PARKING:- 1215.72 SQ.MT. TOTAL PROP. PARKING :- 2423.34 SQ.MT. [ROCP9] 1 X 8.84 X 3.71 = 32.80 SQ.MT. 1025.60 1025.60 TOTAL CARPET AREA \ 1000 = 1828.23 \ 1000 BASE. [ROCP10] 1 X 6.62 X 22.84 = 151.20 SQ.MT. TOTAL 149.23 125.55 274.78 1446.83 1346.79 3068.40 125% LVL. [ROCP11] 1 X11.58 X 6.86 = 79.44 SQ.MT. = 1.83 NOS. SAY 2 NOS. GR. 4 = 1446.83 SQ.MT. LVL. TOTAL AREA = 1446.83 SQ.MT.

TOTAL REQD. PARKING :-2457.32 SQ.MT. TOTAL PROP. PARKING :- 3068.40 SQ.MT.

ADJ. 169, 222, ADJ. 169,222, 9966.488 96.48

8

0

. 5.09 5 35.1435.14 35.14 5.00 36.15 4.62 2.54 9.14 2.54 9.14 2.54 4.62 1.63 5.00 35.14 4.49 1.07 1.07 1.07 46.82 6.48 46.8246.82 5.00 36.79 4.62 2.54 9.14 2.54 9.14 2.54 9.14 2.54 4.62 35.85 1.07 1.07 ROCP-5 1.07 1.07 46.82 5.00 6.96 6.96 PARKING ROSP-2 6.71 P.L.+0.45MT. 6.86 ROSP-1 6.96 ROSP-3 6.71 6.86 ADJ. ADJ. PARKING

P.L.+0.45MT. 6.96

0.97 1.50 2.00 2.85 4.24 2.85 2.00 1.50 3.04 2.85 2.00 1.50 0.97 1.50 2.00 2.85 2.85 2.00 1.50 2.85 2.00 1.50 DN LIFT LIFT UP LIFT UP VEGETABLE DN LIFT LIFT UP LIFT UP VEGETABLE 1.50 1.50 1.50 1.50 1.50 1.50 30.17 0.25 2.06 X 1.83 2.06 X 1.83 0.25 O.T.S 2.06 X 1.83 0.25 2.06 X 1.83 2.06 X 1.83 0.25 O.T.S 2.06 X 1.83 2.29 2.29 FOYER 2.29 FOYER FOYER O.T.S FOYER FOYER FOYER 2.85 X 3.00 3.04 X 3.00 2.85 X 3.00 MARKET 3.04 X 3.00 MARKET 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 2.85 X 3.00 4.24 X 3.00 2.85 X 3.00 16.92 0.97 0.97 2.85 X 3.00 2.85 X 3.00 DOOR DOOR 3.04 1.50 3.04 1.50 DOOR DOOR DOOR DOOR 1.50 2.85 2.85 4.24 2.85 2.00 1.50 2.85 2.00 1.50 1.50 2.85 2.85 UP DN DN UP DN DN FIREPROOF FIREPROOF FIREPROOF FIREPROOF 2.29 2.29 FIREPROOF 2.29 FIREPROOF DN DN UP UP DN DN 1.50 1.50 1.50 1.50 1.50 1.50 LIFT LIFT LIFT LIFT LIFT LIFT 1.50 1.50 1.50 1.50 2.29 X 0.81 2.29 X 0.81 2.29 X 0.81 1.50 1.50 2.29 X 0.81 0.25 2.06 X 1.83 O.T.S 0.25 2.06 X 1.83 2.06 X 1.83 0.25 2.06 X 1.83 0.25 0.25 2.06 X 1.83 0.25 2.06 X 1.83 2.19 2.19 2.19 2.19 16.77 16.92 16.92 FOYER 3.04 X 3.00 FOYER O.T.S FOYER FOYER FOYER FOYER 2.85 X 3.00 SHOPPING SHOPPING 3.00 3.00 3.00 3.00 3.00 3.00 2.85 X 3.00 3.00 2.85 X 3.00 4.24 X 3.00 2.85 X 3.00 2.85 X 3.00 2.85 X 3.00 DOOR DOOR 0.81 DOOR DOOR DOOR DOOR

2.84 0.81 0.81

16.92 DN DN UP FIREPROOF FIREPROOF UP FIREPROOF UP FIREPROOF UP 3.10 2.29 2.29 2.29 FIREPROOF 2.29 FIREPROOF 1.50 1.50 1.50 1.50 RVSP-3 1.50 2.29 X 0.81 1.50 2.29 X 0.81 2.29 X 0.81 2.29 X 0.81 CENTRE CENTRE 3.00 ROCP-3 C Tower 16.92 0.81 0.81 3.15 3.15 ROCP-7 0.81 O.W.C -51.51 SQ.MT. 30.17 PARKING 3.10 RVSP-4 8.74 P.L.+0.45MT. ROCP-6 3.69 RVSP-3 ROCP-8 D Tower 13.96 ROCP-10 6.96 6.96 3.15 3.15 ROCP-7 22.84 6.86 6.86 6.86

2.84 6.00 PARKING ROCP-11 P.L.+0.45MT. ROSP-5 6.96 ROCP-4 6.96 3.71 6.86 6.86 6.86 6.86 8.84 RVSP-4 1.07 11.58 1.07 1.07 3.10 3.00 ROSP-4 20.50 ROCP-9 4.62 2.54 9.14 2.54 9.14 2.54 4.62 3.71 35.14 11.58 1.07 1.07 1.07 8.84 1.07 8.84 3.10 4.62 2.54 9.14 2.54 9.14 2.54 9.14 2.54 4.62 14.56 35.14 46.82 12.93

4.00 46.82 5.00 6.00 MT. WIDE APPROACH 10.88 ROCP-6 25.20 S.T.P -151.88 SQ.MT. 7.69 17.62 6.06 5.79 6.06

54.50 35.85 6.62 30.17 54.50 12.54 12.54 12.54 12.54 12.54 12.54 20.06 24.41 28.17 3.00 17.50 17.50

PARKING PARKING PARKING P.L.+0.45MT. P.L.+0.45MT. P.L.+0.45MT. 6.96 6.96 6.96 ROCP-2 6.96 ROCP-2 COSP-10

ROCP-2 50.97 6.96 6.96 9.10 9.10 9.10 C.O.P O.T.S O.T.S O.T.S 9.10 PARKING 9.10 1.32 X 1.32 X 1.32 X COCP-2 1.23 1.23 1.23 23.73 PARKING LVL.- 2.75 MT. 603.39 COCP-3 LVL.- 2.75 1.48 1.48 1.48 1.48 1.48 1.48 ADJ. MT. ADJ. 2.24 2.24 2.24 SQ.MT. LAND 3.50 3.50 3.50 15.80 LAND 1.52 2.00 1.14 1.52 2.00 1.14 1.52 2.00 1.14 1.52 2.00 1.52 2.00 1.52 2.00 DN DN DN LIFT LIFT LIFT SUDA DN LIFT DN LIFT DN LIFT SUDA 1.52 1.52 1.52 1.52 1.52 1.52 2.84 0.25 2.13 X 1.83 0.25 2.13 X 1.83 0.25 2.13 X 1.83 0.25 2.13 X 1.83 0.25 2.13 X 1.83 0.25 2.13 X 1.83 2.03 2.03 2.03 FOYER FOYER FOYER FOYER FOYER FOYER

7.52 2.54 X 3.04 2.54 X 3.04 2.54 X 3.04 2.54 X 3.04 2.54 X 3.04 2.54 X 3.04 DOOR DOOR DOOR DOOR DOOR DOOR

26.58 168/2 168/2 UP 2.28 UP 2.28 UP 2.28 UP 2.28 UP 2.28 UP 2.28 20.97 FIREPROOF FIREPROOF FIREPROOF FIREPROOF FIREPROOF FIREPROOF 1.52 1.52 1.52 1.52 1.52 1.52 1.01 1.01 1.01 1.01 1.01 1.01 2.00 2.64 3.42 7.52 2.00 2.64 3.42 7.52 2.00 2.64 3.42 2.00 2.64 2.00 2.64 2.00 2.64 21.44 21.44 21.44 21.44

6.22 6.22 6.22 7.50 7.50 DIS. DIS. 10.86 6.76 2.24 2.24 2.24 LOADING LOADING LOADING PARKING PARKING COSP-1 RVSP-1 RVSP-1 1.48 1.48 1.48 1.48 1.48 1.48 /UNLOAD. /UNLOAD. /UNLOAD. 3.25 3.25 RVSP-1 3.25 1.01 1.01 1.01 RVSP-2 RVSP-2 RVSP-2 COCP-1 O.T.S RVCP-1O.T.S O.T.S 3.00 1.48 1.32 X 1.48 1.32 X 1.48 1.32 X 1.23 1.23 1.23 DIS. B1 TowerRVCP-1 DIS. 20.06 CVCP-2 8.95 8.95 PARKING PARKING B2 Tower PARKING 33.49

40.16 P.L.+0.45MT. PARKING PARKING 33.49 6.96 6.96 6.96 P.L.+0.45MT. 6.96 P.L.+0.45MT. 41.36 10.36 ROCP-1 5.95 12.54 5.95 12.54 5.95 12.54 12.54 6.96 6.96 COSP-9 18.80 RAMP DN TO RAMP DN TO RAMP DN TO RAMP DN TO CVCP-1 CVSP-3 BASEMENT BASEMENT B3 Tower BASEMENT 39.64 BASEMENT 10.10 20.83

H C A O R P P A E D I W . T M 0 0 . 6 12.54 12.54 12.54 5.59

12.54 6.06 12.54 30.61

6.06 12.54 13.40 17.62 1.80 6.00 6.00 1 1 3 COSP-2 5 8 8.76 CVSP-2 30.61 49.73 1. 1 2 .0 . 49.73 V V V V W.C W.C W.C W.C 0 9 1.50MT. 0.92X 0.92X 0.92X 0.92X 1.50MT. 3.00 WIDE 0.91 0.91 G.TOILET 0.91 0.91 WIDE G-01 G-02 G-03 G-04 G-05d d d d G-11 G-12 G-13 COSP-8

1.50 LANDING 1.71 LANDING 1.94 4 SHOP SHOP SHOP SHOP SHOP 3.96 d SHOP SHOP SHOP 2.40 18.97 2.68 6 11.78 4.68 X 8.31 3.58 X 8.72 3.67 X 4.57 3.67 X 4.57 3.67 X 4.57 1.50 1.50 L.TOI. 4.04 X 4.57 3.58 X 9.74 8.03 X 5.52 2 0.30 d .6 1. C.A : 38.93 SQ.MT. C.A : 31.23 SQ.MT. C.A : 16.77 SQ.MT. C.A : 16.77 SQ.MT. C.A : 16.77 SQ.MT. C.A : 18.45 SQ.MT. C.A : 33.87 SQ.MT. C.A : 42.09 SQ.MT. 6 19 B A: 40.33 SQ.MT. B A: 32.74 SQ.MT. B A: 17.61 SQ.MT. B A: 17.61 SQ.MT. B A: 17.84 SQ.MT. B A: 19.32 SQ.MT. B A: 35.50 SQ.MT. B A: 43.55 SQ.MT. 18.49 LIFT LIFT 1.50 COSP-6 LIFT LIFT 3.07 1.832.75 X 2.75 1.83 X 2.75 DIS. TOI. 1.83 X 2.75 1.83 X 2.75 d 6.52 R.S R.SR.S R.S R.S COSP-3

UP DN 4.85 R.S UP DN FIREPROOF 11.31 FIREPROOF 11.32 FIREPROOF 4.06 A Tower DOORDOOR E DOOR 1 N COSP-7 2.00MT.WIDE PASSAGE 4 2.00MT.WIDE PASSAGE I 4.76

2.00 L .6 7.75 6.96 3.80 T R.S R.S R.S R.S R.S N 64 6 3.57 3.57 E 4. 14.68 10.58 EM 1 PARKING

11.09 S 9 R.S A COSP-4 8

12.03 LVL.- 2.75 MT. 1.80 2 G-06 G-07 G-08 G-09 G-10 B 7

0 3.19 1 SHOP SHOP SHOP SHOP SHOP R.S .

. . 3.73 X 7.03 3.58 X 7.69 3.58 X 7.69 3.58 X 7.69 3.68 X 7.69 4.01 3 0 2 7 8 1 5 C.A : 25.63 SQ.MT. C.A : 27.54 SQ.MT.C.A : 27.54 SQ.MT. C.A : 27.54 SQ.MT. C.A : 27.74 SQ.MT. 1 2 0 . 5.57 4 OWNER SIGN 11 B A: 26.01 SQ.MT. B A: 28.31 SQ.MT.B A: 28.31 SQ.MT. B A: 28.31 SQ.MT. B A: 28.12 SQ.MT. . 4 6.56 0 . M 2 0 7.54 4 COSP-5 For SHUKAN INFRA T 19 . .12 6 W 1...... CV 3. R.S . SP 41 0 (SHAMBHUBHAI RANCHHODBHAI DAKHARA) I - 0 1 R.S R.S R.S R.S 5 GROUND FLOOR D 5 .5 0 . 1 6 6 2...... E 1 14.40 6.00 8 .8 . 14.80 6 (BHARATBHAI KANJIBHAI KAKADIYA) PARKING PLAN R 7 6 2 .9 2 O 44.04 2 3...... SCALE 1CM = 2.00 MT. A D 1 CVSP-4 N (RAHULKUMAR JIVRAJBHAI LATHIYA) P.L. +0.45 MT. 0 4...... 0 . 5 9 BASEMENT FLOOR (SHAILESHBHAI BABUBHAI SHETH) Partners . W E 4 ARCHITECT & PLANNER 10.38 PARKING PLAN N SCALE 1CM = 2.00 MT. SW S LVL. -2.75 MT. W E

SW 21.78 21.78 S Ar. Raman. T. Patel RAMAN T. PATEL 801,Titanium Business Hub, Althan Bhimrad Road, South Gujarat Convention Centre Road, Bhimrad,Surat LIC. NO. TDO/AR/76

Annexure:4 HFL level Certificate

27

Annexure:5 Undertakings

28

Annexure:6 Details of STP

29 Design of Process Units

1. Design Flow: 200 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 200 m3/day are given below:

1.0 INLET COLLECTION CUM EQUALISATION SUMP INPUT DATA 1 Average Flow 200 m3/day 2 D.T. 0.75 Hr. 3 SWD 2.5 m 4 F.B. 1 m 5 Plant running time 20 Hr. 6 No. of units 1 No 7 Peak Factor 2

DESIGN OF UNITS Qavg. = 20 m3/hr

1) Inlet Collection Sump (Designed for average flow) Working Volume of tank = 15 m3 For 1 No. Working Volume of one tank = 15 Depth of Flow = 2.5 m Required Surface Area = 6.00 m2 Length 'L' of eq. Tank = 2.45 m Width 'B' of eq. Tank = 2.45 m m Size of Inlet Collection Sump 2.50 X 2.50 X 2.5 SWD (SQUARE) + 1 FB - 1 No Actual Volume of tank provided 15.63 cu.m

2.0 PRIMARY TUBE SETTLER INPUT DATA 1 Average Flow 200 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. = 10 m3/hr Qpeak = 2 X Qavg. 20 m3/hr

Primary Settling Tank (Tube settler Tank)

Qavg. = 10 m3/hr Total Settling Surface Area = 33.33 m2 Qty of Tubes required = 3.03 m3 Tube Pack plan = 4.04 m2 Size of Tube Module = 2.01 X 2.01 m Size of Secondary Clarifier = 2.70 X 2.10 X 2.15 m + 1.35 H.B. + 0.3 m F.B. + 0.3 m SB. Volume of tank provided = 16.0 cu.m Retention Time provided = 1.9 Hrs 3.0 AERATION TANK INPUT DATA 1 Average Flow 200 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. = 10.0 m3/hr Qpeak = 2 X Qavg. 20.0 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 = 50 kg/day Volume of A.T. = 80.00 m3 Depth of Flow = 2.5 m Required Surface Area = 32.00 m2 Total Volume 80.00 cu.m Legnth 'L' of A.T. = 8.00 m Width 'B' of A.T. = 4.00 m Size of A.T. = 8.00 X 4.00 X 2.5 m SWD + 1 FB Actual Volume of Aeration Tank = 80 cu.m Retention Time for avg flow = 9.6 Hrs 4.0 SECONDARY TUBE SETTLER TANK INPUT DATA 1 Average Flow 200 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. = 10 m3/hr Qavg taken for design 13.33 m3/hr

Secondary Settling Tank (Tube settler Tank)

Qavg. = 13.33 m3/hr Total Settling Surface Area = 48.48 m2 Qty of Tubes required = 4.41 m3 Tube Pack plan = 5.88 m2 Size of Tube Module = 2.42 X 2.42 m Size of Secondary TS Tank = 3.10 X 2.50 X 2.15 m + 1.55 H.B. + 0.30 m F.B. + 0.3 m SB. Volume of tank provided = 22.7 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 : 200 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. = 10 m3/hr Intermediate Collection tank (Designed for average flow) Volume of tank = 25 m3 Depth of Flow = 2 m Required Surface Area = 12.50 m2 Length 'L' of ICT = 3.54 m Width 'B' of ICT = 3.54 m Size of Intermediate Coll tank = 3.60 X 3.60 X 2 m SWD (SQUARE) + 0.3 FB - 1 No Actual Volume of tank provided 25.92 cu.m

8.0 FINAL COLLECTION TANK INPUT DATA 1 Average Flow 200 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. = 10 m3/hr Final Collection Tank (Designed for average flow) Volume of tank = 60 m3 Depth of Flow = 3 m Required Surface Area = 20.00 m2 Length 'L' of ICT = 4.47 m Width 'B' of ICT = 4.47 m m Size of Final Coll Sump = 4.50 X 4.50 X 3 SWD (SQUARE) + 0.3 FB - 1 No Actual Volume of tank provided 60.75 cu.m Actual Retention Time 7.29 Hrs L B H FB HB Sr No Description of Structures No of Units m m m m m 1 Inlet Collection Sump 1 2.50 2.50 2.5 1 0 2 Primary Settling Tank 1 2.70 2.10 2.15 0.3 1.35 3 Aeration Tank 1 8.0 4 2.5 1 0 4 Secondary Settling Tank 1 3.10 2.50 2.15 0.30 1.55 Intermediate Collection 5 1 3.60 3.60 2 0.3 0 Tank 6 Final Collection Tank 1 4.50 4.50 3 0.3 0

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:7 Construction Format

30 Project Details – Construction Sector

Sr. Particulars Details No . 1. Proposal is for New Project [SIA/GJ/NCP/ /2019] 2. Type of Project Residential Commercial Complex 3. Project / Activity 8(a) No. [8(a) or 8(b)] 4. Name of the Shukan Residence Plaza project 5. Name of M/s Shukan Infra Developer 6. Estimated Rs.30.5 crores Project Cost (Rs. In Crores) 7. Whether No construction work has been initiated at site? If yes, details thereof 8. Site coordinates 1. 72°51'44.22"E 21° 6'10.67"N

9. Project Details • Land / Plot Area (m²): 6,024.00 m² • FSI area (m2): 14,479.83 m² • Total BUA (m2): 22,583.86 m²

Permissible Proposed FSI Area (m²) 24,005.49 14,479.83 Ground Coverage (m²) -- 2,453.60 Common Plot Area (m²) 602.40 603.83 Max. building height (m) 108.8 24.85 10. Building Details • No. of Buildings: - 6 • Scope of buildings/blocks 1 nos of building having Basement + Hollow plinth +4 floors 5 nos of building having Basement + Hollow plinth +7 floors • No.& size of Residential & Commercial Units: 280 Residential units and 47 commercial units • Details of amenities if any: Club and jogging track 11. No. of expected 1635 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: Disposed through Soak pit and Septic Tank 13 Water & waste • Total Water requirement (KL/day): 205 water details • Fresh water requirement (KL/day): 123 during operation • Source of water: Water supply from SMC phase • Waste water generation quantity (KL/day): 164

1

Sr. Particulars Details No . • 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: - 200 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): - 82 • 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 602.4 300 300 m3 of excavated Top Soil Utilized for greenbelt development Other 13157.8 2710.8 Excess soil of excavated 5780.31 m3 shall be earth utilized at other project site after obtaining necessary permission if any

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

Steel scrap 15kg/day Nil Sold off to recyclers

2

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 254 kg/day Into bins to be Disposal through Wet waste 382 kg/day provided door to door within waste collection premises. system of SUDA. • 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 60 kg each for dry waste and 60 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: 3813.33m² • Parking area requirement for residential units as per GDCR: 2597.61m² • Parking area requirement for commercial units as per GDCR: 1215.72m² • Total number of CPS requirement for the project as per NBC: 164 • Total Parking area provided (m²) & No. of CPS: 5491.74m² and 186 CPS • Parking area provided in basement (m²) & No. of CPS: 3067.35 m² and 96 CPS • Parking area provided in Hollow plinth (m²) & No. of CPS: 2042.8 m² and 73 CPS • Parking area provided in surface (m²) & No. of CPS: 381.59 m² and 17 CPS 17 Traffic • Width of adjacent public roads 90 m wide D. P. Road & 18 m wide 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: 6 m • Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4.0 m • Width of all internal roads: 4.5 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, 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: 1700 KW

3

Sr. Particulars Details No . Source and Connected load:1850 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: Bhestan fire station. Distance from project site: 3 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+4 424.84 1 1.50 m Less than 15 m B B+G+7 217.47 1 1.52 m Less than 15 m C B+G+7 472.83 3 1.50 m Less than 15 m D B+G+7 629.99 4 1.52 m Less than 15 m

22 Rain Water • Level of the Ground water table: 6 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:9.96 % • No. of trees and species to be planted: 95 trees of Gulmohar, Jambu, Bakam Limdo, Chikoo, Ashopalav, Kadam, Rayan etc. 24 Budgetary Sewage Treatment Plant including dual plumbing: 70 allocation for Landscaping & Gardening: 10 Environmental Solid waste Management: 8 Management Rainwater harvesting: 5 Plan Energy conservation:10 (Rs. in lacs) Total: Rs. 103 (in Lakh)

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

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Sr. Particulars Details No . 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 7-12 submitted by them shows that NA land in the name of applicants. related to Land possession

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Annexure – 8 Airport NOC RAHULKUMAR JIVRAJBHAI LATHIYA Date: 04-04-2019

45/46,KAMAL BAUG Valid Upto: 03-04-2027 SOC.L.H.ROAD,VARACHHA,SURAT-395006.

No Objection Certificate for Height Clearance

1. This NOC is issued by Airports Authority of India (AAI) in pursuance of responsibility conferred by and as per the provisions of Govt. of India (Ministry of Civil Aviation) order GSR751 (E) dated 30th Sep. 2015 for Safe and Regular Aircraft Operations.

2. This office has no objection to the construction of the proposed structure as per the following details:

NOC ID : SURA/WEST/B/033019/385391 Applicant Name* Virendra Baleswaria Site Address* FP.NO.168,(AS PER DRAFT),OP.NO.168,BLOCK NO 221/P,FP.NO.168/1,(AS PER TR)OP.NO.168/1,BLOCK NO.221/A/1,221/B,TPS.NO.59,UNN,MOJE UNN,CITY,SURAT.,UNN,Surat,Gujarat

Site Coordinates* 72 51 42.93-21 06 11.65, 72 51 43.44-21 06 9.95, 72 51 45.18-21 06 9.50, 72 51 45.84-21 06 11.43, 72 51 46.15-21 06 10.39, 72 51 46.17-21 06 12.42, 72 51 46.42-21 06 11.59

Site Elevation in mtrs AMSL as 8.8 M submitted by Applicant* Permissible Top Elevation in mtrs 108.8M Above Mean Sea Level(AMSL)

*As provided by applicant 3. This NOC is subject to the terms and conditions as given below: a. Permissible Top elevation has been issued on the basis of Site coordinates and Site Elevation submitted by Applicant. AAI neither owns the responsibility nor authenticates the correctness of the site coordinates & site elevation provided by the applicant. If at any stage it is established that the actual data is different, this NOC will stand null and void and action will be taken as per law. The office in-charge of the concerned aerodrome may initiate action under the Aircraft (Demolition of Obstruction caused by Buildings and Trees etc.) Rules, 1994'' b. The Site coordinates as provided by the applicant in the NOC application has been plotted on the street view map and satellite map as shown in ANNEXURE. Applicant/Owner to ensure that the plotted coordinates corresponds to his/her site.In case of any discrepancy,Designated Officer shall be requested for cancellation of the NOC. c. Airport operator or his designated representative may visit the site (with prior coordination with applicant or owner) to ensure that NOC terms & conditions are complied with. d. The Structure height (including any superstructure) shall be calculated by subtracting the Site elevation in AMSL from the Permissible Top Elevation in AMSL i.e. Maximum Structure Height = Permissible Top Elevation minus (-) Site Elevation. e. The issue of the 'NOC' is further subject to the provisions of Section 9-A of the Indian Aircraft Act, 1934 and any notifications issued there under from time to time including the Aircraft (Demolition of Obstruction caused by Buildings and Trees etc.) Rules,1994. f. No radio/TV Antenna, lighting arresters, staircase, Mumtee, Overhead water tank and attachments of fixtures of any kind shall project above the Permissible Top Elevation of 108.8M (AMSL), as indicated in para 2. g. Use of oil, electric or any other fuel which does not create smoke hazard for flight operations is obligatory, within 8 KM of the Aerodrome Reference Point. h. The certificate is valid for a period of 8 years from the date of its issue.One time revalidation without assessment may be allowed, provided construction work has commenced,subject to the condition that such request shall be made within the validity period of the NOC and the delay is due to circumstances which are beyond the control of the developer. i. No light or a combination of lights which by reason of its intensity, configuration or colour may cause confusion with the aeronautical ground lights of the Airport shall be installed at the site at any time, during or after the construction of the building. No activity shall be allowed which may affect the safe operations of flights j. The applicant will not complain/claim compensation against aircraft noise, vibrations, damages etc. caused by aircraft operations at or in the vicinity of the airport. k. Day markings & night lighting with secondary power supply shall be provided as per the guidelines specified in chapter 6 and appendix 6 of Civil Aviation Requirement Series B Part I Section 4, available on DGCA India website: www.dgca.nic.in l. The applicant is responsible to obtain all other statutory clearances from the concerned authorities including the approval of building plans. This NOC for height clearances is to ensure the safe and regular aircraft operations and shall not be used as document for any other purpose/claim whatsoever, including ownership of land etc. m. This NOC has been issued w.r.t. the Civil Airports. Applicant needs to seek separate NOC from Defence, if the site lies within their jurisdiction. Applicants also need to seek clearance from state Govt. as applicable, for sites which lies in the jurisdiction of unlicensed aerodrome as outlined in Rule 13 of GSR751 (E) n. In case of any discrepancy/interpretation of NOC letter, English version shall be valid. o. In case of any dispute w.r.t site elevation and/or AGL height, top elevation in AMSL shall prevail.

Chairman NOC Committee

Region Name: WEST

Address: Jt. General Manager Airports Authority of India, SVP International Airport Ahmedabad-3800003(Gujrat) Name / Designation / Sign with Date

Prepared By :

Email ID: [email protected] Verified By : Contact No: 079-22863396 ANNEXURE Distance From Nearest Airport And Bearing Airport Name Distance (Meters) from Bearing (Degree) from Nearest ARP Nearest ARP

Surat 12561.67 97.12

NOCID SURA/WEST/B/033019/385391