CONCEPTUAL PLAN

FOR

PROPOSED BUILDING & CONSTRUCTION PROJECT OF

PRAMUKH ARANYA

AT

F.P. NO. 57, BLOCK NO. 58, T.P.S. NO. 19, PARVAT- MAGOB,

DIST. SURAT, GUJARAT

PREPARED BY:

M/s. PRAMUKH ARANYA DEVELOPERS. F.P. NO. 57, BLOCK NO. 58,

T.P.S. NO. 19, PARVAT- MAGOB, DIST. SURAT, GUJARAT

EXECUTIVE SUMMARY OF THE REPORT M/s. PRAMUKH ARANYA DEVELOPERS is planning to construct a project of “Pramukh Aranya” at F.P. NO. 57, Block No. 58, T.P.S. NO. 19, Parvat-Magob, Dist. Surat, Gujarat. The Flats will be constructed on the private land. Around 15,445.00 sq. m. land will be utilized for the proposed project. The proposed construction will be done in 48,703.89 sq. m. of area consisting project. PROJECT COST Cost of the proposed project would be Rs. 3210 Lacs. REQUIREMENTS FOR THE PROJECT Land: Around 15,445.00 sq.m; land will be utilized for the proposed project. The flats will be constructed on the private land. Water: During Construction Water requirement will be 10.0 KLD for drinking, domestic & construction purpose only. During Operational Phase water requirement will be 200.0 KLD for Domestic purpose only. Electrical Energy: During Operational Phase total power requirement will be 700.0 KVA for flats, lifts and pumps. Power supply shall be from Dakshin Gujarat Vij Company Ltd (DGVCL). During Construction Phase power requirement will be 50.0 KVA which will be met from Dakshin Gujarat Vij Company Ltd (DGVCL). Manpower: During Construction around 50 workers will be employed on contract basis. As proposed project is residential Building. There will be around 1320 people present permanently. WASTE WATER GENERATION AND ITS TREATMENT: During Construction Phase Domestic waste water i.e. 2.0 KLD will be generated which will be disposed off through drainage system of SMC at nearest Sewage treatment plant.

During Operational Phase Domestic waste shall be generated i.e. 158.0 KLD which will be disposed off through SMC mains and treated at Sewage Treatment Plant. SOLID WASTE GENERATION AND ITS DISPOSAL METHOD Door to Door solid waste collection system is existing in whole Surat city. That will be provided at relocation site also. The segregation of wet and dry waste will also be adopted. GREEN BELT DEVELOPMENT Green Belt area shall be developed at plot boundary, road side and Stretch of open land. Green belt development plant is in initial stage which will be submitted letter.

INDEX

CHAPTER NO. CONTENT PAGE

NO.

1 INTRODUCTION OF THE PROJECT 1 2 PROJECT DESCRIPTION 3 3 SITE ANALYSIS 5 4 PLANNING BRIEF 7 5 PROPOSED INFRASTRUCTURE 8 6 REHABILITATION AND RESETTLEMENT (R & R) PLAN 10 7 PROJECT SCHEDULE & COST ESTIMATES 11

LIST OF TABLES

TABLE NO. PARTICULAR PAGE

NO. 1. FLATS PER BUILDING 1 2. DETAILS OF EXISTING LAND USE 5 3. DETAILS OF EXISITNG SOCIAL INFRASTRUCTURE 6 4. DETAILS OF LAND USE BREAKUP 7 5. DETAILS OF DWELLING UNITS 8 6. PROJECT IMPLEMENTATION SCHEDULE 11 7. BREAKUP OF PROJECT COST 11

LIST OF ANNEXURES

ANNEXURE NO. PARTICULAR PAGE

NO. 1 PLAN LAYOUT 12 2 BUILDING DETAILS, BUIL UP

AREA AND FSI AREA TABLE 13

1

CHAPTER – 1

INTRODUCTION OF THE PROJECT 1.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

The proposed construction project of “Pramukh Aranya” is located at F.P. No. 57, Block No.58, T.P.S. NO. 19, Parvat- Magob, Dist. Surat, Gujarat The proposed residential building project is proposed by M/s. Pramukh Aranya Developers. The Registered office is located at F.P. No. 57, Block No. 58, T.P.S. NO. 19, Parvat- Magob, Dist. Surat, Gujarat. Proposed project having capacity and facilities as mentioned below:

A. INTERNAL FACILITIES:

1. Earthquake proof, R.C.C. Design 2. Basement Parking + Ground floor (parking) + Open Parking

TABLE NO. 1 BUILDING DETAILS.

Building A1 & A2

Basement Parking Ground floor Parking 1st to 11th floor 88 flats (4BHK) Stair Cabin --- Security Cabin, Electric Room ---

Building B1, B2, B3 and B4

Basement Parking Ground floor Parking 1st to 11th floor 176 flats (3BHK)

Stair Cabin ---

Security Cabin, Electric Room ---

3. Granamite tiles flooring

4. Glazed tiles in flooring & dado for bath & WC. 5. Internal Plumbing & sanitation 6. Internal & Common electrification 7. Flat roof, with water proofing 8. U.G. tank & O/H tank with Pump. B. PHYSICAL INFRASTRUCTURE FACILITIES: 1. Surround pavement (paver blocks) 2. Drainage Network 3. Water supply Network 4. RCC internal roads 5. Street lights on internal roads

6. Fire and Safety Provisions in campus and individual buildings.

2

C. SOCIAL INFRASTRUCTURES:

1. Children Play area. 2. Broad-band/ Wi-Fi Connectivity

1.2 DESCRIPTION OF THE PROJECT The proposed construction project of Pramukh Aranya is located at F.P. No. 57, Block No. 58, T.P.S. NO. 19, Parvat- Magob, Dist. Surat, Gujarat

1.3 NEED FOR THE PROJECT

The present scheme named as Pramukh Aranya is being developed for the segment of the society. The scheme is located at F.P. No. 57, Block No. 58, T.P.S. No. 19, Parvat- Magob, Dist. Surat, Gujarat

The present scheme is aimed to provide residential accommodation to the said class of people at comparatively reasonable price to suit their requirements. Had the present scheme is not taken up, it will result in higher demand for residential premises thereby causing short supply of dwelling units against the present demand thereby soaring the prices of residential units making it practically infeasible for them to purchase premises. Further, the requirement of said class of segment of society like comfort, preference as to area of locality, etc. Command utmost attention in the present scenario which need to be fulfilled. The present project is aimed at satisfying those needs of segment.

1.4 EMPLOYMENT GENERATION As proposed project is construction project, it will generate a lot of employment for local labours and manpower. Around 50 construction workers will be engaged in the construction work. After an Establishment of proposed residential project indirect employment will also be generated in the nearby region.

3

CHAPTER – 2 PROJECT DESCRIPTION

2.1 TYPE OF PROJECT The proposed construction project of “Pramukh Aranya” is located at F.P. No. 57, Block No. 58, T.P.S. NO. 19, Parvat- Magob, Dist. Surat, Gujarat

2.2 LOCATION OF THE PROJECT WITH COORDINATES

Proposed project is located at F.P. No. 57, Block No. 58, T.P.S. No. 19, Parvat- Magob, Dist. Surat, Gujarat. General location of the proposed project is shown in the below mentioned figure:

FIGURE: GENERAL LOCATION OF THE PROJECT

2.3 SELECTION OF THE PROPOSED PROJECT SITE

All the physical infrastructure facilities like trunk main of water supply, Drainage & Storm drain are planned on this road. So all proposed infrastructure facilities will be available from this road and city level infrastructure facilities will also be available.

2.4 SIZE OF OPERATION

Proposed project is the construction project of ‘Pramukh Aranya’ 15,445.00 sq. m. with 48,703.89 sq. m. of built up area.

4

2.5 RAW MATERIAL REQUIREMENTS

Construction materials i.e. cement, steel, wire, sand, aggregate, bricks etc. will be procured from the local market as per requirements.

2.6 AVAILABILITY OF WATER, ITS SOURCE & POWER REQUIREMENT, ITS

SOURCE

2.6.1 WATER REQUIREMENT AND ITS SOURCE

The main source of water supply is river Tapti. Treated Water will be supplied from SMC water mains. Drinking water quality is as per with the quality of water supplied to other citizens. The water quality is through necessary treatment maintained by SMC. As SMC is supplying treated drinking water in water mains, there is no need for further treatment of water to make it potable. Total water requirement for this proposed construction project during operation phase is 200.0 KLD. During Construction Phase, total water requirement is 10.0 KLD and source will be SMC. 2.6.2 POWER REQUIREMENT AND ITS SOURCE

During construction total power requirement will be 50 KVA and source will be DGVCL. During Operational Phase total power requirement will be 700 KVA for Flats, Lifts and Pumps, source will be DGVCL. D. G. Set of 125 KVA (2 Nos.) will be provided as back up source for power.

2.7 QUANTITY OF WASTES TO BE GENERATED AND THEIR DISPOSAL During Construction Phase Domestic waste water of around 2.0 KLD shall be generated which will be disposed off through SMC drains and treated at nearest Sewage Treatment Plant. During Operational Phase Only domestic waste water of around 158.0 KLD shall be generated which will be suitably disposed off through SMC drainage be at nearest Sewage treatment plant. The solid waste management is one of the key considerations in the area. Door to Door solid waste collection system exists in whole Surat city. That will be provided at relocation site also. The segregation of wet and dry waste will also be adopted.

5

CHAPTER – 3 SITE ANALYSIS

3.1 CONNECTIVITY

The proposed project site shall be located at F.P. NO. 57, Block No. 58, T.P.S. NO; 19, Parvat- Magob, Dist. Surat, Gujarat Transportation facilities to access various markets are readily available. Both skilled and unskilled labours are easily available in the area. The choice of the site is appropriate from the point of view of raw materials availability and the site is located at prime location from the point of view of real estate scenario.

3.1.1 Road Connectivity National Highway – 6 is around 1.6 Km from the proposed project site. 3.1.2 Rail The Area is well connected by Railway. Surat Railway Station is around 4.6 Km from the proposed project site. 3.1.3 Airport The nearest airport is Surat at a distance around 15.0 Km from the proposed project site. 3.1.4 Communication The site has access of telephone, internet and mobile connectivity. 3.2 LAND USE AND LAND OWNERSHIP The Residential flats will be constructed on the Private Land. The flats to be built will be on the private land which has already been acquired by M/s. Pramukh Aranya Developers. 3.3 EXISTING LAND USE PATTERN

Land is non agriculture. There is no National Park; Wild life sanctuary within a radius of 10 Km. Details of existing land use is given in the following table: TABLE 2: DETAILS OF EXISTING LAND USE

SR.NO. PARTICULAR NAME & ITS DISTANCE 1. Nearest National Highway NH-6 at around 1.0 Km 2. Nearest city Project Site is located in Surat city. 3. Nearest River Tapi River at around 4.6 Km 4. Nearest Railway station Surat at around 4.6 Km 5. National park/Reserve Forest, Biosphere, etc. None within a radius of 10 Km 6. Seismicity Zone III

6

3.4 EXISTING SOCIAL INFRASTRUCTURE

The following are the existing infrastructure facilities availability and distance from site are given in the following table: TABLE 3: DETAILS OF EXISITNG SOCIAL INFRASTRUCTURE

SR. NO. PARTICULAR DISTANCE

1. Hospital Present within 15 Km radius.

2. Colleges

3. School

4. Temple

3.5 SOIL CLASSIFICATION

For the proposed project, soil testing has been carried out.

At Ground level Blackish silty clay of high plasticity with sand particles.

7

CHAPTER – 4

PLANNING BRIEF

4.1 PLANNING CONCEPT The proposed construction project of Pramukh Aranya” is located at F.P. NO. 57, T.P.S. NO. 19, Parvat- Magob, Dist. Surat, Gujarat

4.2 POPULATION PROJECTION The proposed construction project of Pramukh Aranya” is located at F.P. NO. 57, T.P.S. NO. 19, Parvat- Magob, Dist. Surat, Gujarat. During construction period 50 Man power will required per day. After construction completion, total 1320 people will live in the proposed project area.

4.3 LAND USE PLANNING For the proposed project Green Belt area shall be developed at plot boundary, road side and Stretch of open land. Green belt development plant is in initial stage which will be submitted letter on. Detailed plan layout is attached as Annexure – II. Detailed land use breakup mentioned in the below table:

TABLE 5: DETAILS OF LAND USE BREAKUP

SR. NO.

PARTICULAR AREA IN SQ. M.

1. Plot / Land Area 15,445.00 2. Built-up Area 48,703.89

3. FSI Area 34,516.24 4. Parking Area 12,318.52 5. Common Plot Area 1,551.49

4.4 ASSESSMENT OF INFRASTRUCTURE DEMAND Surat is referred as the commercial capital of the Indian state of Gujarat. Surat is one of the fastest growing cities in India with a population in 2010 nearly the double of that in 2001. Surat is widely regarded as one of the cleanest cities in the country with the city proper being the third cleanest city in India. The city is located 306 km south of state capital Gandhinagar, and is situated on the left bank of the Tapti River. The city is largely recognized for its textile and diamond businesses. It is also known as the diamond capital of the world and the textile capital of India. 92% of the world's diamonds are cut and polished in Surat. It has one of the highest GDP growth rates in India at 11.5% as of 2008.

As Surat is gradually expanding as a metropolitan city, Real Estate sector is also growing in and around region of Surat, so various areas in outskirts of Surat have been included in the city limit. Thus the demand of residential housing complexes is also increasing with leaps and bounces.

8

CHAPTER – 5

PROPOSED INFRASTRUCTURE

5.1 RESIDENTIAL CUM COMMERCIAL AREA

Proposed project is the construction project of M/s. Pramukh Aranya Developers. ‘Pramukh Aranya’ having total area is around 15,445.00 sq. m. with 48,703.89 sq. m. of built up area. TABLE 6: DETAILS OF DWELLING UNITS

Building A1 & A2

Basement Parking

Ground floor Parking

1st to 11th floor 88 flats (4BHK)

Stair Cabin ---

Security Cabin, Electric Room ---

Building B1, B2, B3 and B4

Basement Parking

Ground floor Parking

1st to 11th floor 176 flats (3BHK)

Stair Cabin ---

Security Cabin, Electric Room ---

For the proposed project Green Belt area shall be developed at plot boundary, road side and Stretch of open land. 5.4 SOCIAL INFRASTRUCTURE

5.4.1 FACILITIES WITHIN SITE 1. Children Play area.

2. Broad-band/ Wi-Fi Connectivity 5.5 CONNECTIVITY

The proposed project site is well connected with the road, railway and air. 5.6 DRINKING WATER SOURCE The main source of water supply is river Tapti. Treated Water will be supplied from SMC water mains. 5.7 SEWERAGE SYSTEM

5.7.1 TYPE OF SEWAGE SYSTEM PROPOSED Regular drainage line of NP3 class R.C.C. pipes will be laid on the internal roads of the developed site. This will be connected with regular sewer line, disposing the sewage water in Sewage Treatment Plant.

9

5.7.2 NO OF SEPTIC TANKS, MANHOLE ETC. (WHICHEVER IS APPLICABLE)

As regular drainage line reaching up to treatment plant is planned, no need of any septic tank. Manholes at regular interval of 30 m will be provided. 5.7.3 SEWAGE DISPOSAL POINT AND ITS INTEGRATION WITH CITY LEVEL

SEWAGE DISPOSAL SYSTEM The disposal point is through SMC drains will be at Sewage treatment plant.

5.8 SOLID WASTE MANAGEMENT The solid waste management is one of the key considerations in the area. Door to Door solid waste collection system exists in whole Surat city. That will be provided at relocation site also. The segregation of wet and dry waste will also be adopted.

10

CHAPTER – 6 REHABILITATION AND RESETTLEMENT (R & R) PLAN

The Flats will be constructed on the private land. There is no human population on the proposed land, so there is no need of Rehabilitation & resettlement plan.

11

CHAPTER – 7

PROJECT SCHEDULE & COST ESTIMATES

7.1 PROJECT SCHEDULE Implementation of Project within a pre-determined time frame is an important factor for the success of a project. Timely implementation saves on various costs like interest, administrative overheads and helps to realize the goals as per pre-determined objectives. Implementation of Project involves co-ordination of different activities at various levels of the firm and amongst different outside agencies. We are giving here under the details of the Project Implementation: TABLE 7: PROJECT IMPLEMENTATION SCHEDULE

SR. NO. PARTICULARS DURATION

IN MONTH 1. Foundation and work up to plinth 3 2. Ground Floor Works 4 3. First to Twelveth Floor Works 10 4. Terrace Cabin Works 3 5. Outer Plaster Works 3 6. Plumbing and Sanitation

3 7. Electrification 8. Colour Work 9. Drainage and water supply Services

2 10. Street Light and Road services 11. Social infrastructure works 12. Allotment to Beneficiaries 2

Total 30

7.2 ESTIMATED PROJECT COST

Cost of the proposed project would be approx Rs. 3210 Lacs. Break up of proposed project cost is given in following table: TABLE 8: BREAKUP OF PROJECT COST

Sr. No.

Project Activity Cost (In Lacs)

1. Land Cost 920 Lacs 2. Land Development 050 Lacs 3. Construction Cost 2200 Lacs 4. Misc. 040 Lacs

Total 3210 Lacs

REVISED RESIDENTIAL HIGH-RISE TYPE BUILDING PLAN ON.T.P.S.NO.19(PARVAT-MAGOB) F.P.NO.-57, O.P.NO.-39, BLOCK NO. -58 AT:-PARVAT DIST:- SURAT

PLOT ARE AS PER SITE

AREA CALCULATION :- PLOT AREA AS PER RECORD

C.O.P REQ. 10%

= 15445.00 SQ. MTS= 15445.00 SQ. MTS= 1544.50 SQ. MTS

= 13893.51 SQ. MTS

= 4400.78 SQ. MTS= 3450.70 SQ. MTS

PROPOSED F.S.I.AREA = 34518.53 SQ. MTS

= 34516.24 SQ. MTSF.S.I. CONSUMED = 2.23

BALANCED PLOT AREA PERMISSIBLE BLT UP 30%PPROP. BLT UP

REQ.PARKING AREA PROP. PARKING AREA

PERMISSIBLE F.S.I. 2.25

NKEY PLANSCALE 1.00CM=20.00MT

NLAY OUT PLAN

SCALE 1.00CM=5.00MT

583957

6838

6732/2

115

59/p/227/2

57/225/2

57/125/1

18.00 MT. ROAD

18.0

0 M

T. R

OA

D

9040/2

ADJ. NO.-115

= 12318.580 SQ.MTS= 5177.436 SQ.MTS

REQUIRED PERCOLATING WELL = 1 PERCOLATING WELL /4000.00 mPLOT AREA = 15445.00 Mİ

= 15445.00 4000.00

= 3.86 NOSSAY = 4 NOS.

PROVIDE = 4 NOS.

0.15 th. B.B.C.C. 1:5:10

1.603.204.80

A

4.80

8.32

0.35 th. BRICKWALL WITH WEEPHOLE

0.23 th. SLAB 1:2:410 MM Ï TWOWAY GRAVELFILLING

0.45 X 0.30MAIN HOLE

250 MM P.C.C.STAINER PIPE (6 MMSTAINE PIPE) 600MM WEEP HOLE

PVC OUTERCA(SLOTTED)

A

ADJ. NO.-114

FLOORS

1st

GR.

F.S.I. AREA TABLE

2nd

3rd

BUIL.- A1

4th

5th

630.52

TOTAL 6935.72

TOTAL

3137.84

34516.24 < 34518.53

PARKING

6th

7th

8th

9th

10th

11th

BUIL.- A2

PARKING

BUIL.- B1

469.20

PARKING

BUIL.- B2

PARKING

BUIL.- B3

PARKING

BUIL.- B4

PARKING

BUILDING

BUIL.- A1

BUILT UP AREA TABLEBUIL UP

TOTAL

676.55

3450.70 3450.70 < 4400.78

BUIL.- A2

BUIL.- B1 524.40

BUIL.- B2

BUIL.- B3

BUIL.- B4

27.46

56.5

0

C.O.P

1551.49 SQ.MT

(A) 27.46 x 56.50 x 1 = 1551.49 SQ.MT.C.O.P. AREA CALCULATION

TOTAL PARKING AREA = 1551.49 SQ.MT.

PAID F.S.I.

REGULAR F.S.I (1.80) = 27568.28 SQ.MT.PROPOSED F.S.I. = 34516.24 SQ.MT.PAID F.S.I = (34516.24 - 27568.28)

TOTAL PAID F.S.I. = 6947.96 SQ.MT.

AREA OF PLOT

AREA STATEMENT

PERMISSIBLE F.S.I.

TOTAL BUILT UP PERMISSIBLE AT

EXISTING FLOOR AREA AT

RECREATION GROUND / C.O.P.

BALANCE AREA OF PLOT ( 3 - 4 )

TOTAL ( a + b )

NET AREA OF PLOT ( 1- 2 )

EXCESS BALCONY AREA ( TOTAL )

PROPOSED BALCONY AREA / FLOOR

BALCONY AREAF.S.I. CONSUMED (34516.24/15445.00)

TOTAL AREA

PROPOSED FLOOR AREA AT

PERMISSIBLE BALCONY AREA / FLOOR

NOS OF ROOMS/ TENAMENT

TENAMENT PARTICULARS

TOILETS PROVIDED FOR TENAMENT

TOTAL TENAMENT ( 3 + 4 )

TENAMENT PROPOESD AT

AREA FOR TENAMENT

TENAMENT EXISTING AT

TENAMENT PERMISSIBLE AT

LOADING & UNLOADING REQIRED

LOADING UNLOADINGPROPOSED PARKING

PARKING STATEMENT

TENAMENT FLOOR AREA

PARKING REQUIRED BY REGULATIONS

TOTAL LOADING UNLOADING PROVIDED

TENAMENT STATEMENT

DEDUCTION FOR

E

F2

2

1

A

5

4

6a

3

7

3

21

B

1

3

2

1

2

4

3

C

2

LIC. NO:

CA/2009/44920TDO/AR/256

I S.Q.MTS.LIST OF ATTACHED

(b) AS PER SITE

(a) AS PER RECORDNO OF COPIES

DATEII

III

REF DESCRIPTION LAST

APPROVED PLANS ( IF ANY )

IN PLAN

SCALE

SHOWN

CERTIFICATE

IV

V

AS

ME.

( 1 )

( 2 )

NORTH LINE

VERIFIED THAT THE PLOT UNDER

(15445.00X2.25)

(a)

(a) GROUND FLOOR

(b) ALL FLOORS

(10%)

SIGNATURE

RECORD

OWNER SIGNATURE

PLANNER

GROUND FLOOR

GROUND FLOOR

ALL FLOOR

ALL FLOOR

GROUND FLOOR

ALL FLOOR

WITHOUT DEFECT TO EXISTING WORK

WILL BE TAKEN FOR SMOOTH WORKING

EXISTING STRUCTURE AND ADJOINING IS

SEEN BY ME & NECESSARY PRECAUTIONS

MANWHOLE CONNECTION IS VERIFIED BY

DESCRIPTION OF PROPOSED PROPERTY

REMARKS

ARCHITECT / ENGINEER / SURVEYOR

STATED IN DOCUMENT OF OWNERSHIO / T.P.

AS MEASURED ON SITE AND THE AREA SO

SIDES ETC OF PLOT STATED ON PLAN ARE

WORKED OUT TALLIES WITH THE AREA

REFERENCE WAS SURVEYED BY ME ON

DATE : 15 /05 / 2013 AND THE DIMENSIONS OF

SIGNATURE

13893.51

15445.00

4400.78

15445.0015445.00

0.00

30117.75

34751.25

2.23

REVISED RESIDENTIAL HIGH-RISETYPE BUILDING PLANON.T.P.S.NO.19(PARVAT-MAGOB)F.P.NO.-57, O.P.NO.-39, BLOCK NO. -58AT:-PARVAT, DIST:- SURAT

1544.50

A TYPE EXI.BULD.AREA --

GROUND FLOOR PARKING

6

3137.84

34516.24

(15445.00X30%)

5177.436

12318.580

6 PERMISSIBLE F.S.I. (15445.00X1.80)=27801.00 less 1551.49 x 15% = 232.72 27568.28

1st FLOOR

2nd FLOOR

3rd FLOOR 4th FLOOR 5th FLOOR

6th FLOOR

7th FLOOR

8th FLOOR

9th FLOOR

10th FLOOR

11th FLOOR

3137.84

3137.84

3137.843137.843137.84

3137.843137.84

3137.84

PARKING

LIFT2225X2100

LIFT2225X2100

LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

LIFT1830 X 1800

LIFT1830 X 1800

PARKING PARKING

PARKINGPARKING

LVL Ñ 0.00 MT. LVL Ñ 0.00 MT.

LVL Ñ 0.00 MT.LVL Ñ 0.00 MT.

18.00 MT. WIDE ROAD

12.00

12.00 21.32

6.006.00

12.16

12.00

A1

7.50 mt. WIDE APPROCH

6.006.00

7.50

A2

Up

Dn

LIFT1830 X 1800

LIFT1830 X 1800

PARKINGPARKING

PARKINGPARKING

LVL Ñ 0.00 MT.LVL Ñ 0.00 MT.

LVL Ñ 0.00 MT.LVL Ñ 0.00 MT.

Up

Dn

PARKING

LIFT2225X2100

LIFT2225X2100

LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

12.00

12.00

PARKING

T = 0.30 mt.R = 0.15 mt.

Landing

LIFT2225X2100

LIFT2225X2100

LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

Landing

PARKING

T = 0.30 mt.R = 0.15 mt.

Landing

LIFT2225X2100

LIFT2225X2100

LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

PARKING LVL. Ñ 0.00 MT.

Landing

B1

B2B3

B4

36.09 36.09

27.02

27.0227.02

27.02

RAMP 1:7 RAMP 1:7 DNDN

117.55

77.75

12.52

12.41

12.34

12.25

12.08

C.O.P.1551.49 sq.mt.

27.46

7.50

H = 39.600.3H=11.880.2H=7.92

H = 39.600.3H=11.880.2H=7.92

H = 39.600.3H=11.880.2H=7.92

H = 39.600.3H=11.880.2H=7.92

H = 39.600.3H=11.880.2H=7.92

H = 39.600.3H=11.880.2H=7.92

39.46

=34751.25 less 1551.49 x 15% = 232.72

=4633.50 less 1551.49 x 15% = 232.72

ABEYANCE

3450.70

PROPOSED GROUND / C.O.P. 1551.49

BUILDING

BUIL.- A1

BUILT UP AREA TABLEBUIL UP

676.55

BUIL.- A2

BUIL.- B1 524.40

BUIL.- B2

BUIL.- B3

BUIL.- B4

FLOOR TOTAL

(GR.+11) 8118.6

6292.80

(GR.+11)

(GR.+11)

(GR.+11)

(GR.+11)

STAIR CABIN

52.07

57.17

57.17

57.17

52.07

57.17

TOTAL

8170.67

6349.97

BASEMENT 6875.07 6875.07

BASEMENT FLOOR PARKING

3450.70

0332.82 STAIR CABIN

6875.07

48703.89

PLOT BOUNDRY

DRAINAGE LINE SHOWN IN

PROPOSED WORK SHOWN IN

O.P.LINE SHOWN IN

F.P.LINE SHOWN IN

C.O.P.SHOWN IN

ROAD SHOWN IN

RAIN WATER PIPE SHOWN IN

EXISTING WORK

_p lanners

_a rchitects

_i nterior designers

paradava design consultants

_a: City Palace Society, Plot no. 314, B/s Shree HariNursory, Dumbhal ,Surat._m: +91 968 77 444 00

_e: pdcparadava@gmail.com

PRASHANT PARADAVA

B.ARCH, AIIA, AIIID

PRASHANT PARADAVA

B.ARCH, AIIA, AIIID

(GR.+11)

3137.84

3137.84

PROPOSED SITE

C.O.P PROPOSED = 1551.49 SQ. MTS

LAY OUT PLANBASEMENT & BUILDING PLANELEVATION & SECTIONPARKING LAY PUT PLAN

T.D.O./DP./NO. : 370

DATE : 29-01-2015

sr.no.SCHEDULE OF OPENING

particular size

0.91 X 2.10D10.76 X 2.10D2

DoorDoor

3.05 X 2.40WWINDOW ( sliding)

1.07 X 2.10DDoor

W2Ventilation v

1.20 X 1.20W1WINDOW 1.80 X 1.80

WINDOW0.60 X 0.90

1234567

676.55 8118.6 8170.67

524.40 6292.80 6349.97

524.40 6292.80 6349.97

524.40 6292.80 6349.97

676.55

524.40

524.40

524.40

3450.70

3450.70

3450.703450.703450.70

3450.70

3450.70

3450.70

3450.70

3450.70

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

630.52

6935.72

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

5161.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

5161.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

5161.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

469.20

5161.20

3137.84

3137.84

3137.84

3137.84

3137.84

3137.84

3137.84

3137.84

3137.84

3137.84TOTAL 10325.77 48703.89

87.6SECURITY CABIN,ELECTRICAL ROOM,WATER TANK

LAYOUT OF PROPOSED PLAN ANNEXURE-I

13

ANNEXURE-II

BUILDING DETAILS

TYPE NO. OF FLATS DETAILS NO. OF STAIRS/WIDTH HEIGHT

(m)

A1 44 flats Basement + G floor (Parking) + 11 Floor (4 BHK)

Two staircase of 1.65 m and 1.8 m width & two lifts 39.1 m

A2 44 flats Basement + G floor (Parking) + 11 Floor (4 BHK)

Two staircase of 1.65 m and 1.8 m width & two lifts

39.1 m

B1 44 flats Basement + G floor (Parking) + 11 Floor (3 BHK)

Two staircase of 1.65 m and 1.8 m width & two lifts

39.1 m

B2 44 flats Basement + G floor (Parking) + 11 Floor (3 BHK)

Two staircase of 1.65 m and 1.8 m width & two lifts

39.1 m

B3 44 flats Basement + G floor (Parking) + 11 Floor (3 BHK)

Two staircase of 1.65 m and 1.8 m width & two lifts

39.1 m

B4 44 flats Basement + G floor (Parking) + 11 Floor (3 BHK)

Two staircase of 1.65 m and 1.8 m width & two lifts

39.1 m

Total 264 flats

FLOOR WISE BUILT UP AREA TABLE

Floors A1 A2 B1 B2 B3 B4 Total Basement 6875.07 (Parking) 6875.07 Gr. Floor 676.55 676.55 524.40 524.40 524.40 524.40 3450.70

1st 676.55 676.55 524.40 524.40 524.40 524.40 3450.70

2nd

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

3rd

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

4th

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

5th

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

6th

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

7th

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

8th

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

9th

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

10th

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

11th

676.55 676.55 524.40 524.40 524.40 524.40 3450.70

Stair cabin 52.07 52.07 57.17 57.17 57.17 57.17 332.82 Security Cabin, Electric room etc

87.6

Total 8170.67 8170.67 6349.97 6349.97 6349.97 6349.97 48703.89

14

FLOOR WISE FSI AREA TABLE

Floors A1 A2 B1 B2 B3 B4 Total Basement Parking Parking Gr. Floor Parking Parking Parking Parking Parking Parking Parking

1st 630.52 630.52 469.20 469.20 469.20 469.20 3137.84

2nd

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

3rd

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

4th

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

5th

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

6th

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

7th

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

8th

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

9th

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

10th

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

11th

630.52 630.52 469.20 469.20 469.20 469.20 3137.84

Total 6935.72 6935.72 5161.20 5161.20 5161.20 5161.20 34516.24