SHREE ANAND HEIGHTS - environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/FormB/TOR/PFR/22_Mar... · SHREE ANAND HEIGHTS (Developed By Shree Developers) RS. No. 05,

SHREE ANAND HEIGHTS (Developed By Shree Developers)

RS. No. 05, O.P. No. 07, FP. No. 7/2, Draft TPS No. 113 (Vastral), Ta –Vatva, Dist – Ahmedabad.

Date: 22-03-2016

To,

The Member secretary,

State Level Expert Appraisal committee, Gujarat

Paryavaran Bhavan,

Sector 10 A,

Gandhinagar

Subject: Environment clearance under the EIA notification 2006-Proposed ``Shree Anand Height’’

(Developed By Shree developers) Residential Project of at RS. No. 05, O.P. No. 07, FP. No. 7/2,

Draft TPS No. 113 (Vastral), Ta –Vatva, Dist – Ahmedabad.

Respected Sir,

We Land owner Propose to develop Residential Project ``Shree Anand Height’’ (Developed By Shree

developers) Residential Project of at RS. No. 05, O.P. No. 07, FP. No. 7/2, Draft TPS No. 113 (Vastral), Ta

–Vatva, Dist – Ahmedabad.

The total plot area is 6469 Sq. meter and our total built up area is 26930.65 Sq. meter including

Basement + Hollow Plinth, 1st

Floor to 7th

Floor. There will be 414 affordable Residential flats and 23

commercial shops in our Project. So, as per EIA Notification, we have to obtain Environmental Clearance

for our project.

At present we have purchased only the open land for proposed residential project. So, we are applying

for obtaining EC for our project with form 1, Form 1 A and related supporting documents.

We therefore request you to accord Environment Clearance to the project based on above documents.

Thanking you,



LIST OF ANNEXURES

Annexure – 1 Introduction Regarding Project

Annexure – 2 No. of Flats with its area.

Annexure – 3 Floor Area Table , Built Up Area Table& FSI Area Table

Annexure – 4 Parking Facility

Annexure – 5 Water Consumption & Wastewater generation

Annexure – 6 Key Plan

Annexure – 7 Rain water harvesting Structure

Annexure – 8 Green Belt Plan

Annexure – 9 Land Supporting Documents

Annexure – 10 Plan in details

Annexure – 11 Environment management Plan



Annexure: 01

About Project

Project Shree Anand Heights

Location

RS. No. 05, O.P. No. 07, FP. No. 7/2, Draft TPS No. 113 (Vastral), Ta –

Vatva, Dist – Ahmedabad.

Project Proponent Rameshbhai Maganbhai Patel

Plot Area 6469 m2

Type of Project Residential + Commercial

Built-up area Total Built up Area–26930.65 m2

Total Project cost Rs. 30 Crore

TOTAL AREA OF PLOT(F.A.AREA) 6469.00 m2

PERMISSIBLE COMMON PLOT 8% 517.52 m2

PROVIDED COMMON PLOT

517.62 m2

PROPSOED BUILT UP AREA ON G.F 2967.88 m2

TOTAL BUILT UP AREA 26930.65 m2

TOTAL FLOOR AREA 14727.05 m2



Annexure: 02

No. of Flats with its area

Blocks No. of Floors Built up Area in

m2

No. of

Residential

Units

No. of

Commercial

Units

Basement 3469.26 --

---

A F.F.,SF,TF,FF,FF,SF ,SF 3818.36 70 13

B F.F.,SF,TF,FF,FF,SF ,SF 3815.09

70 10

C F.F.,SF,TF,FF,FF,SF ,SF 3041.31

56 0

D + E F.F.,SF,TF,FF,FF,SF ,SF 7594.55

134 0

F + G F.F.,SF,TF,FF,FF,SF ,SF 5192.08

84 0

Total

26930.65 414 23



Residential Units No. Table

Floor A B C D +E F +G Total

Basement --- --- --- --- --- ---

HP /GF --- --- --- --- --- ---

1 10 10 8 20 12 60

2 10 10 8 20 12 60

3 10 10 8 20 12 60

4 10 10 8 20 12 60

5 10 10 8 20 12 60

6 10 10 8 20 12 60

7 10 10 8 14 12 54

Total 70 70 56 134 84 414

Commercial Units No. Table


Basement

HP /GF 13 10 --- --- --- 23

1 --- --- --- --- --- ---

2 --- --- --- --- --- ---

3 --- --- --- --- --- ---

4 --- --- --- --- --- ---

5 --- --- --- --- --- ---

6 --- --- --- --- --- ---

7 --- --- --- --- --- ---

Total 13 10 --- --- --- 23



Unit Area Table in Sq. meter

Floor Upto 50 to 66 Sq. meter Upto 66 to

80 Sq.

meter

Total

COMM RESI. TOTAL RESI COMM RESI. TOTAL

GR.FL 23 -- 23 -- 23 -- 23

1ST

FL -- 56 56 04 -- 60 60

2ND

FL -- 56 56 04 -- 60 60

3RD

FL -- 56 56 04 -- 60 60

4TH

FL -- 56 56 04 -- 60 60

5TH

FL -- 56 56 04 -- 60 60

6TH

FL -- 56 56 04 -- 60 60

7TH

FL -- 52 52 02 -- 54 54

TOTAL 23 388 411 26 23 414 437



Annexure: 03

Built up Area, Floor Area & FSI Area table

Residential Built up Area Table in Sq. meter:

Floor Basement A B C D + E F + G TOTAL

Basement 3469.26 --- --- --- --- --- 3469.26

HP / G.F. --- 227.17 268.29 371.88 968.47 634.06 2469.87

1 FL --- 467.36 467.36 371.88 968.47 634.06 2909.13

2 FL --- 467.36 467.36 371.88 968.47 634.06 2909.13

3 FL --- 467.36 467.36 371.88 968.47 634.06 2909.13

4 FL --- 467.36 467.36 371.88 968.47 634.06 2909.13

5 FL --- 467.36 467.36 371.88 968.47 634.06 2909.13

6 FL --- 467.36 467.36 371.88 968.47 634.06 2909.13

7 FL --- 467.36 467.36 371.88 703.70 634.06 2644.36

Stair Cabin --- 24.26 24.26 41.44 62.00 71.70 223.66

Lift m/c room --- 24.21 24.21 24.83 49.56 47.90 170.71

Total 3469.26 3547.16 3588.28 3041.31 7594.55 5192.08 26432.64

Commercial Built Up Area Table


Basement

HP /GF 271.20 226.81 --- --- --- 498.01

1 --- --- --- --- --- ---

2 --- --- --- --- --- ---

3 --- --- --- --- --- ---

4 --- --- --- --- --- ---

5 --- --- --- --- --- ---

6 --- --- --- --- --- ---

7 --- --- --- --- --- ---

Total 271.20 226.81 --- --- --- 498.01

Total: Residential + Commercial = 26432.64 + 498.01 = 26930.65 Sq. Meter



Floor Area Table in Sq. meter:

Residential Floor Area Table in Sq. meter:

Floor A B C D + E F + G TOTAL

HP / G.F.

1 FL 327.15 327.15 260.32 677.93 443.84 2036.39

2 FL 327.15 327.15 260.32 677.93 443.84 2036.39

3 FL 327.15 327.15 260.32 677.93 443.84 2036.39

4 FL 327.15 327.15 260.32 677.93 443.84 2036.39

5 FL 327.15 327.15 260.32 677.93 443.84 2036.39

6 FL 327.15 327.15 260.32 677.93 443.84 2036.39

7 FL 327.15 327.15 260.32 677.93 443.84 2036.39

Total 2290.05 2290.05 1822.24 4745.51 3106.88 14254.73

Commercial Floor Area Table


HP /GF 258.44 213.88 --- --- --- 472.32

1 --- --- --- --- --- ---

2 --- --- --- --- --- ---

3 --- --- --- --- --- ---

4 --- --- --- --- --- ---

5 --- --- --- --- --- ---

6 --- --- --- --- --- ---

7 --- --- --- --- --- ---

Total 258.44 213.88 --- --- --- 472.32

Total Floor Area: Residential + Commercial = 14254.73 + 472.32 = 14727.05 Sq. Meter



FSI Area Table in Sq. meter:

Residential FSI Area Table in Sq. meter:

Floor A B C D + E F + G TOTAL

HP / G.F.

1 FL 395.60 395.60 310.92 823.33 523.92 2449.37

2 FL 395.60 395.60 310.92 823.33 523.92 2449.37

3 FL 395.60 395.60 310.92 823.33 523.92 2449.37

4 FL 395.60 395.60 310.92 823.33 523.92 2449.37

5 FL 395.60 395.60 310.92 823.33 523.92 2449.37

6 FL 395.60 395.60 310.92 823.33 523.92 2449.37

7 FL 395.60 395.60 310.92 555.32 523.92 2181.36

Total 2769.20 2769.20 2176.44 5495.30 3667.44 16877.58

Commercial FSI Area Table


HP /GF 271.20 226.81 --- --- --- 498.01

1 --- --- --- --- --- ---

2 --- --- --- --- --- ---

3 --- --- --- --- --- ---

4 --- --- --- --- --- ---

5 --- --- --- --- --- ---

6 --- --- --- --- --- ---

7 --- --- --- --- --- ---

Total 271.20 --- --- --- --- 498.01

Total FSI Area: Residential + Commercial = 16877.58+ 498.01 = 17375.59 Sq. Meter



Annexure: 04

Parking facility

Parking Required as per GDCR:

Plot Area = 6469.00 Sq. Meter.

Total Residential Used FSI= 16877.58 Sq. Meter.

10 % Parking of used FSI = 0.10 x 16877.58 = 1687.76 Sq. meter.

50 % car Parking = 843.88 Sq. Meter

50 % others Parking = 675.10 Sq. Meter

Add. Req. 10 % Visitor Parking = 168.77 Sq. Meter

Total Required Parking for Residential = 1687.76 +168.77 = 1856.53 Sq. Meter.

Total Commercial Used FSI= 498.01 Sq. Meter.

50 % parking of used FSI = 0.50 x 498.01 = 249.00 Sq. meter.

Total Required Parking for Commercial = 249.00 Sq. Meter.



Required Parking As per NBC:-

Residential Parking Required as per NBC:

Total No. of flats = 414

All the flats are below 90 sq. meter.

So, no. of ECS = 414/2= 207.

Commercial Parking Required as per NBC:

� Total No. of Commercial Shops as per plan = 23

� As per NBC norms ,one car parking space for every 25 m2 area of fraction for

considering population above 50,00,000 (NBC -2005, Part 3, Page 41, Annexure B).

� The total commercial floor area = 498.01 Sq. meter.

� So, no. of ECS = 498.01/ 25 = 19.92 = 20



Provided Residential Parking Area:

Parking Area for Commercial Shops

Required

Parking as per

GDCR

Required

parking as per

NBC

Provided Parking

1856.53 Sq.

meter

207 ECS 2257.65 Sq. mt

in Hollow Plinth

2257.65 /28 No. of ECS = 81

2884.73Sq. mt in

Basement

2884.73/32 No. of ECS = 91

834.26 Sq Mt. in

Open

834.26 /23 No. of ECS = 37

Total ECS =

209

Two wheeler

Parking

300 Sq. mt in

Open area and

HP -100 Sq.

meter

No of two

wheeler= 242

Parking Area in Sq. Meter

Required As per

GDCR

Required As per

NBC

Provided

Total parking 249 Sq. meter For 20 ECS Basement Parking for Cars: ---

132.80 Sq. meter in Basement.

No. of ECS = 132.8 /32 = 05

Open Parking :

No. of ECS = 350 /23 = 16

Total No. of ECS : 16 + 05 = 21

Open Area parking for two wheeler = 50 Sq.

meter.

No. of two wheeler parking in open space = 25



Annexure: 05

Water Consumption & Waste water generation

Sr.

No.

Purpose

Water Requirement Waste Water Generation

Remarks

Quantity

(KLD)

Remarks

Quantity

(KLD)

1. Domestic water for

residential flats

150 Liter/ Day

for 1702

Occupants

255.3

@ 85% of water

consumption

Discharged into

Municipal

sewer line

217

2 Horticulture/Green

belt development -- 4.7 -- --

Total

260

217

Source of fresh Water: Ahmedabad Municipal Corporation

Mode of Final Discharge: AMC drainage line.

Details of Soak well and Septic Tank:

Required for 4000 Sq. meter = 01 No.

Total Plot Area = 6469 Sq. meter.

So, required percolation well = 1.62 = ~ 01.



Annexure: 06

Key plan

SHREE ANAND HEIGHTS(Developed By Shree Developers)

RS. No. 05, O.P. No. 07, FP. No. 7/2,


No. 7/2, Draft TPS No. 113 (Vastral), Ta –Vatva, Dist –

Annexure: 07

Rain Water harvesting structure

Ahmedabad.



Details of Percolation wells

Size of the plot is 6469.00 Sq. Mt.

According to General Development Control Regulation No. 27, there is 02 No. of percolation well are

required for the plot of 6469.00 Sq. Mt. area.

Locations of the wells are indicated in the Layout plan of the projects.

Details of Soak well and Septic Tank:

Plot area = 6469 Sq. meter.

Required for 4000 Sq. meter = 01 No.

So, required percolation well = 6469 /4000 = ~ 1.62

= 02 Nos.

Total Area of land : 64696.00 Sq.m

Garden / Open Area : 606.24 Sq.m.

Roof Area : 2967.88 Sq.m.

Paved and Road Area : 2000 Sq.m.

Catchments Area : 4967.88 Sq.m. (approx) (2967.88 +2000)



Average Runoff

Average

Through roof area of 2967.88 sq.m : 65.29 cu.m. /day

( 22 mm per day /1000 * 2967.88 sq.m)

Through paved area and roads of 2000

sq.m

: 44 cu.m. /day

(22 mm per day /1000 *2000 sq.m)

Total runoff of 4967.88 sq.m : 109.29 cu.m. /day.

Average

Annual Rain fall : 800 mm *

Monsoon period

(36 days assumed)

: 22.22 mm./day



Design

Diameter of each bore of the water

harvesting structure

: 0.25 m

Depth of each bore of the water

harvesting structure.

: 6 m (minimum).

Percolating surface area of each bore

stated above

: 4 sq.m.

Required Percolating capacity of the

well (total average run off x run off co-

efficient)

: 76.50 m3./day

(Average run-off 109.29 m3 per day x run off co-

efficient 0.7= 76.50 m3/day)

Assimilation rate : 10 m3 /sq.m. /day

Total percolating area required

(Required percolating capacity/Vertical

assimilator rate)

: 7.650 sq.m.

Percolating surface area of 0.25

diameter bore

: π x D x L

= 3.14 x 0.25 x 6

= 4.71 X 1 bore hall



Therefore, required percolating well = 7.650 / 4.71 = 1.62 is advisable. But we will Provide 02 No. of

Percolation wells.

Annexure: 08

Green belt Plan.

Total area provided for green belt development = 517.62 Sq. meter. (Common Plot).

Total periphery area = 108.90 + 23.73 + 24.77+108.90+68.00 = 334.30Sq. meter.

Area provided for tree plantation = periphery area x 1.03 meter = 86.03 x 1.03 = 88.62 Sq. meter.

Around 150trees will be planted and maintained at the project site.

So, total greenbelt area will be 517.62 Sq. meter + 88.62 Sq. meter = 606.24 Sq. meter



Annexure: 9

Land Supporting Document



Annexure: 10

Plan in detail

1 5

.

0

0

M

T

W

I

D

E

T

. P

. S .

R

O

A

D

24.1

2

21.46

7 . 5 0 M T W I D E R O A D

7 . 5 0 M T W I D E R O A D

4.00

4.00

4.00

6.01

6.01

4.00 6.00

6.00

6.00

7.04

3.00

3.003.00

3.00

6.02

6.39

6.48

6.02

6.00

4.00

4.00

77.69

75.85 6.01

6.01

72.35

4.00

1

2

3

4

567891011121314151617181920212223

1 5 . 0 0 M T T . P . S . R O A D

80.2

2

PLAT FORM

DN TO CELLAR

DN TO CELLAR

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

3.77

M.

W I

D E

( C

ELLA

R )

D R

I V

E

W A

Y SL

OPE

IN 1

:7 R

AMP

LEN

GTH

20.0

0 M

T3.

77 M

. W

I D

E

( CEL

LAR

) D

R I

V E

W

AY

SLOP

E IN

1:7

RAM

P L

ENGT

H 20

.00

MT

BLOCK-B BLOCK-A

BLOCK-C

BLOCK-D BLOCK-E

BLOCK-F BLOCK-G

24.1

2

21.46

COMMON PLOT517.66 SQ MT

33.12

15.5

5

33.12

15.5

5

14.85

27.1

1

68.74

15.5

5

PLAT FORM

TOTAL NO. OF UNIT - 203 NOS.PER UNIT REQ 10 LTRS 1 CONTAINER

CONTAINER BIN CALC. :-

25.37 NOS.=TOTAL NO. = 203 / 880 LTRS = 8 UNITS

26NOS.REQ. REFUSED CONT.

MAXI.CAPACITY OF CONTAINER 80 LTRS

PROVI. 26 NOS. 80 LTRS CONTAINER OF CAPACITY

17375.59

11644.20

USE : RESI.+COMM. AFFORDABLE HOUSINGZONE : RESI.-1SCALE :1CM = 2.00 MT

TOTAL UTILISED F.S.I. AREA

PERMI. F.S.I. AREA (1:1.8) ( 6469.00 X 1.8 )

AREA TABLE :- IN SQ MT

PERMI. CHARGEBLE F.S.I. @ 0.90 % (6469.00X0.90%) 5822.10

AUTHORITY

6469.00PLOT AREA OF F.P. NO. :- 7/2

BLOCK :-

REQ. 200.00 SQMT = 3 TREE

6469.00X3/200 SMT = 97.04

SAY REQ.TREE = 98 NOS.

TREE PLANTATION CALC :-

PROVI.TREE = 98 NOS.

PROVI. P.WELL = 2 NOS.SAY REQ. P.WELL = 2 NOS.

6469.00 / 4000.00 = 1.62 NOS.

REQ. 1500 TO 4000 SMT= 1 NOS.

PERCOLATING WELL CALC:-

SAY 26=

CHARGEBLE F.S.I. AREA (17375.59-11644.20) 5731.39

MAXIMUM PERMI. F.S.I. 17466.30

LAY OUT PLAN SHOWING PROPSED AFFORDABLE HOUSING BUILD. ON F.P. NO :- 7/2 , O.P. NO :-7,OF R.SUR NO : 5 , PRELIMINARY T.P.S. NO.:- 113 (VASTRAL) , AT :- VASTRAL ,

PARKING

PROP.DRAIN

ROAD

PROP.WORK

FP BOUNDARY

COLOUR NOTE :-

TREE

PERCOLATING WELL

CERTIFY THAT THE PLOT UNDER REFERANCE WAS SURVEYED BY ME ON Dt.05/07/2013 & THE DIMENSIONS OF

THE AREA STATED IN DOCUMENT OF OWNERSHIP / TOWN- PLANNING RECORD.

SIDES ETC. OF PLOT STATE ON PLAN AREA AS MEASURE ON SITE AND THE AREA SO WORKED OUT TALLIES WITH

CERTIFICATES:-

CAN GET CONNECTION AS SHOWN IN PLAN.

THE DEPTH POSITION EXI. MH IS CHECKED & VERIFIED PERSNALLY BY ME ON SITE PREMICESDRAINAGE CERTIFICATES

:-

SUFFICIENT NUMBER OF DOWNTAKE PIPES AND SUCH PIPES SHALL BE SO FIXED AS TO DISCHARGE THE

ECT. SHALL NOT BE LESS THAN 1.15 MTS. FROM THE FINISHING FLOOR LEVEL AND MORE THAN

NO ROOF OR TERRACE ABUTTING ON A PUBLIC STREET SHALL BE CONSTRUCTED WITHOUT PROVIDING

RAIN WATER AT A LEVEL NOT HIGHER THAN 0.6 METRE ABOVE THE STREET LEVEL.

PARAPET WALL AND HANDRAILS PROVIDED ON THE EDGES OF THE ROOF, TERRACE, BALCONY,

1.3 MTS. HEIGHT ABOVE THE UNFINISHED FLOOR LEVEL.

PARAPET

DISCHARGE OF RAIN WATER

:-

:-

MOSQUITO_PROOF WATER TANK:-

CONDITION. BY PROVIDING A PROPERLY FITTING HINGED COVER AND EVERY TANK MORE THEN 1.50 MTS. IN HEIGHT

SHALL BE PROVIDED WITH A PERMANENTLY FIXED IRON LADDER TO ENABLE INSPECTION BY ANTI-MALARIA STAFF.

WATER STORAGE TANK SHALL BE MAINTAINED THAT PERFECTLY MOSQUITO-PROOF

ALL OUTER SIDE & INSIDE WALL ARE AS PER INDIAN NATIONAL BUILDING CODE & I.S. SPECIFICATION.:-NOTE

RESI.TOTAL FLOOR AREAREQ. FL. AREA/100

MAXI. CAPACITY OF CONTAINER 80 LTRSSAY

151/80

7.51X 20

PROVIDE 1 NOS. CONTAINER

COMM.= 751.46= 751.46/100

= 150.20 LTR= 151 LTR

= 1.89 SAY = 2 NOS.

ENGINEER IS FULLY RESPONSIBLE FOR LEAVING OPEN SPACE AND MARGIN.*NOTE:- THE DEPTH AND POSITION OF EXISTING MUNICIPAL MAINHOLE IS VERYFIED ME ON SITE AND PREMISES *

IT IS CERTIFY THAT ACCORDING TO GDCR 2021 ALL REQUIREMENTS OF THE BUILDING ARE CHECKED*

IT IS CERTIFY THAT ACCORDING TO THE CLAUSE NO.-4.5.3 OF THE GDCR 2021 THE STRUCTURE OF THE*

DESIGN OF STAIRCASE AND RAILING IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.-23.1.12 AND*

LIFT IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.-23.12 AND 24.7 OF GDCR 2021*WATER TANK IS PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.-23.6 OF GDCR 2021*SEPARATE LETTER BOX IS PROVIDED AT GROUND LEVEL FOR EACH UNIT.*WATER TANK FOR FIRE SAFFTY REQUIREMENT PROVIDED AS PER CHEPTER NO.-24 OF GDCR 2021*ELECTRICAL INFRASTRUCTURE SHALL BE PROVIDED AS PER CLAUSE NO.-23.11*DRINKING WATER FACILITY FOR DISABLED PERSONS IS PROVIDED AS PER THE CLAUSE NO.-23.6.2*DRAINAGE FACILITY IS PROVIDED AS PER THE CLAUSE NO.-23.10*SIGNAGES OF THE PARKING PLACE IS TO BE PROVIDED AS PER THE CLAUSE NO.-23.7 OF THE GDCR 2021*ENTRANCE OF THE BUILDING IS PROVIDED AS PER THE CLAUSE NO.-23.1.7 OF GDCR 2021*THE PAVING OF BUILDING UNIT/FINL PLOT AS PER THE PROVISION OFTHE CLAUSE NO.-23.1.4 OF GDCR 2021*THE STRUCTUE OF THE BUILDING IS AS PER THE NORMS OF THE SPECIFIED IN THE INDIAN STANDARD*AND TAKE NACESSARY ACTION FOR THE STRUCTRAL SAFFTY DURING THE CONSTRUCTION.RAIN WATER STORAGE TANK AND RAIN WATER HARVESTING SYSTEM IS PROVIDED AS PER THE*CLAUSE NO.-27.2 OF GDCR 2021COMMUNITY BIN PROVIDED AS PER THE PROVISION OF THE CLAUSE NO.-27.3 OF GDCR 2021*TREE PLANTATION IS PROVIDED AS PER THE CLAUSE NO.-27.5 OF GDCR 2021*POLLUTION CONTROL SYSTEM IS PROVIDED AS PER THE CHAPTER NO.-28 OF GDCR 2021*FIRE SAFFTY SYSTEM IS PROVIDED AS PER CHAPTER NO.-24 OF GDCR 2021*MAINTANANCE AND UPGRADATION OF BUILDING IS AS PER CHAPTER NO.-29 OF GDCR 2021*

AND 23.14 AND 24.60 OF GDCR 2021

BUILDING IS DESIGN AS PER THE NORMS OF THE NDIAN STANDARDS.

AND NECESSARY ACTIONS ARE TAKEN.

GATES DRAINAGE CONNECTION.

(RESI. AFFORDABLE HOUSING PROJECT)TA :- VATVA , DIST :- AHMEDABAD.

SHEET NO.:-1/8

517.62PROVI. COMMON PLOT

517.52REQ. COMMON PLOT @ 08 % ( 6469.00 X 0.08 )

= 517.6221.46 X 24.12 SMT

COMMON PLOT PLOT AREA CALC :-

STR.ENGINEER ENGINEER

C.O.W.DEVELOPER

OWNER

P.W.

P.W.

BELOW CELLAR LINE

BELOW CELLAR LINEBELOW CELLAR LINE

6.03

6.00

3.50

3.50

3.50

3.50

3.50

3.50

3.503.50

6.00

6.00

28.82

24.1

2

60.57 MT ROAD LENGTH


4.00

SPACE FOR DOOR TODOOR DUST BIN

PICK-UP

LAYOUT PLAN

SCALE : 1CM=2.00 MT

0.23

MT

TH. R

.C.C

. WAL

L0.

23 M

T TH

. R.C

.C. W

ALL

SUFF

ICIE

NT R

EQUI

REM

ENTS

RAIN

WAT

ER S

TORA

GE T

ANK

OF

TENAMENT & FLOOR AREA TABLE :

A

TOTAL

BLOCK

PARKING

USE

472.32

FLOOR AREA(IN SQ MT)

23

EQ. TENA.

+RESI.

258.4413RESI.+COMM.

COMM.

414

70

RESI.

437

83

TOTAL COMM.

14069.39

2290.05

RESI.

14541.71

2548.49

TOTAL

B 213.8810RESI.+COMM. 70 80 2290.05 2503.93

C --RESI. 56 56 1822.24 1822.24

D+E -- 134 134 4560.17 4560.17RESI.

F+G -- 84 84 3106.88 3106.88RESI.

F.S.I. AREA TABLE:- (IN SQ MT)

1st. FLOOR

2nd. FLOOR

3rd. FLOOR

STAIR CABIN

LIFT MACHINE RM

TOTAL

GR. FLOOR+H.P.

BLOCK-AFLOOR

& O.H.W.T.

TOTAL(SMT)

CELLAR

COMM.

-

-

-

271.20

271.20

-

-

-

RESI.

395.60

395.60

395.60

2769.20

-

-

-

-

TOTAL

395.60

395.60

395.60

3040.40

271.20

-

-

-

BLOCK-B

COMM.

-

-

-

226.81

226.81

-

-

-

RESI.

395.60

395.60

395.60

2769.20

-

-

-

-

TOTAL

395.60

395.60

395.60

2996.01

226.81

-

-

-

COMM.

-

-

-

498.01

498.01

-

-

-

RESI.

2449.37

2449.37

2449.37

16877.58

-

-

-

TOTAL

2449.37

2449.37

2449.37

17375.59

498.01

4th. FLOOR - 395.60 395.60 - 395.60 395.60 - 2449.37 2449.37

5th. FLOOR - 395.60 395.60 - 395.60 395.60 - 2449.37 2449.37

6th. FLOOR - 395.60 395.60 - 395.60 395.60 - 2449.37 2449.37

7th. FLOOR - 395.60 395.60 - 395.60 395.60 - 2181.36 2181.36

310.92

310.92

310.92

2176.44

-

-

-

-

310.92

310.92

310.92

310.92

RESI.

BLOCK-C

BUILT UP AREA TABLE:- (IN SQ MT)

1st. FLOOR

2nd. FLOOR

3rd. FLOOR

STAIR CABIN

LIFT MACHINE RM

TOTAL

GR. FLOOR+H.P.

BLOCK-AFLOOR

& O.H.W.T.

TOTAL(SMT)

CELLAR

COMM.

-

-

-

271.20

271.20

-

-

-

RESI.

467.36

467.36

467.36

3547.16

227.17

24.26

24.21

-

TOTAL

467.36

467.36

467.36

3818.36

498.37

24.26

24.21

-

BLOCK-B

COMM.

-

-

-

226.81

226.81

-

-

-

RESI.

467.36

467.36

467.36

7434.24

268.29

24.26

24.21

3845.96

TOTAL

467.36

467.36

467.36

7661.05

495.10

24.26

24.21

3845.96

COMM.

-

-

-

498.01

498.01

-

-

-

RESI.

2909.13

2909.13

2909.13

26809.34

2469.87

223.66

170.71

3845.96

TOTAL

2909.13

2909.13

2909.13

27307.35

2967.88

223.66

170.71

3845.96

4th. FLOOR - 467.36 467.36 - 467.36 467.36 - 2909.13 2909.13

5th. FLOOR - 467.36 467.36 - 467.36 467.36 - 2909.13 2909.13

6th. FLOOR - 467.36 467.36 - 467.36 467.36 - 2909.13 2909.13

7th. FLOOR - 467.36 467.36 - 467.36 467.36 - 2644.36 2644.36

BLOCK-C

371.88

371.88

371.88

3041.31

371.88

41.44

24.83

-

371.88

371.88

371.88

371.88

BLOCK-D+E

RESI.

-

-

823.33

823.33

823.33

5495.30

-

-

-

-

823.33

823.33

823.33

555.32

RESI.

BLOCK-D+E BLOCK-F+G

523.92

523.92

523.92

3667.44

-

-

-

-

523.92

523.92

523.92

523.92

RESI.

BLOCK-F+G

968.47

968.47

968.47

7594.55

968.47

62.00

49.56

-

968.47

968.47

968.47

703.70

RESI.

634.06

634.06

634.06

5192.08

634.06

71.70

47.90

-

634.06

634.06

634.06

634.06

RESI.

- -

UNIT AREA TABLE :-

FLOOR

GR. FLOOR

1st. FLOOR

2nd. FLOOR

3rd. FLOOR

IN SQMT

TOTAL

4th. FLOOR

5th. FLOOR

6th. FLOOR

7th. FLOOR

TOTAL

56

56

56

-

388

up to 50 to 66 SQMT

COMM. RESI. TOTAL

-

-

-

23

23

56

56

56

23

411

56- 56

56- 56

56- 56

52- 52

04

04

04

-

26

up to 66 to 80 SQMT

RESI.

04

04

04

02

60

60

60

-

414

COMM. RESI. TOTAL

-

-

-

23

23

60

60

60

23

437

60- 60

60- 60

60- 60

54- 54

0.00

30.0

00.

7529

.25

DIST

.GR

.CU

TT.

INT.

LVL

LVL

LVL

13.1

530

.00

0.97

29.0

3

19.4

030

.00

1.07

28.9

3

27.5

030

.00

1.21

28.7

9

35.2

830

.00

1.44

28.5

6

47.2

730

.00

1.64

28.3

6

62.1

130

.00

1.89

28.1

1

68.8

130

.00

2.00

28.0

0

75.5

130

.00

2.11

27.8

9

90.4

130

.00

2.35

27.6

5

102.

6230

.00

2.55

27.4

5

111.

7930

.00

2.70

27.3

0

L-DRAINAGE SECTIONH :- 1 CM=5.00 MTV :- 1 CM=1.00 MT

ICd1 WITH V.P. 0.10 MT Ø

0.75X

0.75

GR.

0.15 MT Ø S.W.P.L. SLOPE : 1 : 60

MHd1 0

.91X0

.91

MHd2 0

.91X0

.91

MHd3 0

.91X0

.91

MHd5 0

.91X0

.91

TO EX

I. MUN

. MH

LVL3.00 M

T DEP

TH

MHd7 0

.91X0

.91

MHd4 0

.91X0

.91

MHd6 0

.91X0

.91

MHe6 0

.91X0

.91

MHe7 0

.91X0

.91

MHe8 0

.91X0

.91

BLOCK - F+G

BLOCK - D+E

1 5

.

0

0

M

T

W

I

D

E

T

. P

. S .

R

O

A

D

24.1

2

21.46

4.00

4.00

4.00

6.01

6.01

4.00

4.00 6.00

6.00

6.00

2.54

7.04

3.00

3.003.00

3.00

2.52

6.39

3.06

2.98

6.02

6.00

4.00

4.00

77.69

75.85 6.01

6.01

72.35

4.00

1

2

3

4

567891011121314151617181920212223

1 5 . 0 0 M T T . P . S . R O A D

80.2

2

PLAT FORM

DN TO CELLAR

DN TO CELLAR

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

3.77

M.

W I

D E

( C

ELLA

R )

D R

I V

E

W A

Y SL

OPE

IN 1

:7 R

AMP

LEN

GTH

20.0

0 M

T3.

77 M

. W

I D

E

( CEL

LAR

) D

R I

V E

W

AY

SLOP

E IN

1:7

RAM

P L

ENGT

H 20

.00

MT

BLOCK-B BLOCK-A

BLOCK-C

BLOCK-D BLOCK-E

BLOCK-F BLOCK-G

24.1

2

21.46

COMMON PLOT517.62 SQ MT

33.12

15.5

5

33.12

15.5

5

14.85

27.1

1

68.74

15.5

5

PLAT FORMP.W.

P.W.

ADJ

. F.P

. NO.

:- 1

35/2

/2

6.03

6.00

3.50

3.50

3.50

3.50

3.50

3.50

3.503.50

6.00

6.00

28.82

24.1

2



MHa4

MHa3

MHa2 MHa1 MHa7 MHa8

MHa10MHa5 MHa6

MHa9

ICa1 ICa2

MHb6

MHb4

MHb2 MHb3

MHb5ICb

ICb1

MHc5

MHc4

MHc7MHc3

MHc6

MHc2

MHc1

MHd4 MHd5 MHd6 MHd7 MHe6 MHe7 MHe8

MHe5

MHe4MHe3MHe2MHe1ICd1MHd1MHd2

MHd3

ICe1

ICe2

ICe4

ICe3

ICd2

4.00

MHf1

ICf1

ICf3

MHf6

ICf2

MHf3 MHf7

MHf5

MHf2 MHf4 MHf8

EXI. MUN. M.H

EXI. MUN. M.H

SPACE FOR DOOR TODOOR DUST BIN

PICK-UP

NORTHLAYOUT PLAN

SCALE : 1CM=2.00 MT

0.23

MT

TH. R

.C.C

. WAL

L0.

23 M

T TH

. R.C

.C. W

ALL

SUFF

ICIE

NT R

EQUI

REM

ENTS

RAIN

WAT

ER S

TORA

GE T

ANK

OF

R.c.c. Channel For Drainage


R.c.

c. C

hann

el F

or D

rain

age

MHb1

R.c.

c. C

hann

el F

or D

rain

age


BLOCK - F+G

BLOCK - D+E

SANITARY AREA CALC:-

22 W.C. PROVIDE IN SHOP NO.-14 to 23

118.08472.32 SMT/ 4

REQ. 1 USERS FOR EACH 4 SQMT FL.AREA

= SAY 119 USERS

BLOCK-A FLOOR AREA 258.44= SMT

(Comm.)

25 % SANITARY REQ. FOR COMMON USE

3 W.C. & 2 URINAL PROVIDE =

REQ. SANITARY CALC:- (G.D.R.CL.NO.-23.9.2)

URINAL G-W.C. L-W.C.

1 1 1<20

NO. OF USERS

4 4 421-100

6 6 6TOTAL

6 G-W.C. & 6 L-W.C. & 6 URINAL (G.D.R.CL.NO.-23.9.2) REQ.

1 TOI. FOR PHYSICAL HANDICAP PERSON

BLOCK-B FLOOR AREA 213.88= SMT

TOTAL 472.32= SMT

1 1 1101-500

BLOCK - B

UNIT NO.

101,201,301,401,501,601,701

F.S.I. OF

39.45

NOS OFUNIT

07 276.15

EACH UNITTOTALF.S.I.

41.37 07 289.59103,203,303,403,503,603,703

TOTAL - 70 2769.20

up to 0 to 50 SQMT

41.18 07 288.26102,202,302,402,502,602,702

39.45 07 276.15104,204,304,404,504,604,704

F.S.I. OF NOS OFUNITEACH UNIT

TOTALF.S.I.

- - -

up to 50 to 66 SQMT

- - -

- - -

- - -

- - -

43.64 07 305.48 - - -

39.19 07 274.33 - - -

36.49 07 255.43 - - -

36.30 07 254.10 - - -

105,205,305,405,505,605,705

106,206,306,406,506,606,706

107,207,307,407,507,607,707

108,208,308,408,508,608,708

39.08 07 273.56 - - -109,209,309,409,509,609,709

39.45 07 276.15 - - -110,210,310,410,510,610,710

BLOCK - A

UNIT NO.

101,201,301,401,501,601,701

F.S.I. OF

39.45

NOS OFUNIT

07 276.15


36.30 07 254.10103,203,303,403,503,603,703

TOTAL - 70 2769.20

up to 0 to 50 SQMT

39.08 07 273.56102,202,302,402,502,602,702

36.49 07 255.43104,204,304,404,504,604,704


TOTALF.S.I.

- - -

up to 50 to 66 SQMT

- - -

- - -

- - -

- - -

39.19 07 274.33 - - -

43.64 07 305.48 - - -

39.45 07 276.15 - - -

41.37 07 289.59 - - -

105,205,305,405,505,605,705

106,206,306,406,506,606,706

107,207,307,407,507,607,707

108,208,308,408,508,608,708

41.18 07 288.26 - - -109,209,309,409,509,609,709

39.45 07 276.15 - - -110,210,310,410,510,610,710

UNIT NO.

101,201,301,401,501,601,701

F.S.I. OF

38.36

NOS OFUNIT

07 268.52


39.42 07 275.94103,203,303,403,503,603,703

TOTAL - 56 2176.44

up to 0 to 50 SQMT

39.42 07 275.94102,202,302,402,502,602,702

38.26 07 267.82104,204,304,404,504,604,704


TOTALF.S.I.

- - -

up to 50 to 66 SQMT

- - -

- - -

- - -

- - -

38.26 07 267.82 - - -

39.42 07 275.94 - - -

39.42 07 275.94 - - -

38.36 07 268.52 - - -

105,205,305,405,505,605,705

106,206,306,406,506,606,706

107,207,307,407,507,607,707

108,208,308,408,508,608,708

BLOCK - C

BLOCK - D

UNIT NO.

101,201,301,401,501,601

F.S.I. OF

39.45

NOS OFUNIT

06 236.70


36.31 06 217.86103,203,303,403,503,603

TOTAL - 61 2397.47

up to 0 to 50 SQMT

39.08 06 234.48102,202,302,402,502,602

36.50 06 219.00104,204,304,404,504,604


TOTALF.S.I.

- 06 313.68

up to 50 to 66 SQMT

- - -

- - -

- - -

- - -

39.18 06 235.08 - - -

43.64 06 261.84 - - -

39.45 06 236.70 - - -

- - - 52.28 06 313.68

105,205,305,405,505,605

106,206,306,406,506,606

107,207,307,407,507,607

108,208,308,408,508,608

41.18 06 247.08 - - -109,209,309,409,509,609

39.45 06 236.70 - - -110,210,310,410,510,610

39.45 01 - - -701

39.08 01 - - -702

36.31 01 - - -703

36.69 01 - - -704

39.63 01 - - -707

41.42 01 - - -709

39.45 01 - - -710

39.45

39.08

36.31

36.69

39.63

41.42

39.45

BLOCK - E

UNIT NO.

101,201,301,401,501,601

F.S.I. OF

39.45

NOS OFUNIT

06 236.70


- - -103,203,303,403,503,603

TOTAL - 61 2472.27

up to 0 to 50 SQMT

41.18 06 247.08102,202,302,402,502,602

42.99 06 257.94104,204,304,404,504,604


TOTALF.S.I.

- 06 311.88

up to 50 to 66 SQMT

- - -

51.98 06 311.88

- - -

- - -

43.64 06 261.84 - - -

39.08 06 234.48 - - -

41.21 06 247.26 - - -

38.75 06 232.50 - - -

105,205,305,405,505,605

106,206,306,406,506,606

107,207,307,407,507,607

108,208,308,408,508,608

39.08 06 234.48 - - -109,209,309,409,509,609

39.45 06 236.70 - - -110,210,310,410,510,610

39.45 01 - - -701

41.42 01 - - -702

43.55 01 - - -704

41.59 01 - - -707

38.75 01 - - -708

39.08 01 - - -709

39.45 01 - - -710

39.45

41.42

43.55

41.59

38.75

39.08

39.45

UNIT NO.

101,201,301,401,501,601,701

F.S.I. OF

38.83

NOS OFUNIT

07 271.81


42.57 07 297.99103,203,303,403,503,603,703

TOTAL - 35 1438.78

up to 0 to 50 SQMT

42.28 07 295.96102,202,302,402,502,602,702

39.29 07 275.03104,204,304,404,504,604,704


TOTALF.S.I.

- 07 386.89

up to 50 to 66 SQMT

- - -

- - -

- - -

- - -

- - - 55.27 07 386.89

42.57 07 297.99 - - -

105,205,305,405,505,605,705

106,206,306,406,506,606,706

BLOCK - F

UNIT NO.

101,201,301,401,501,601,701

F.S.I. OF

42.57

NOS OFUNIT

07 297.99


39.29 07 275.03103,203,303,403,503,603,703

TOTAL - 35 1454.88

up to 0 to 50 SQMT

- - -102,202,302,402,502,602,702

42.57 07 297.99104,204,304,404,504,604,704


TOTALF.S.I.

- 07 386.89

up to 50 to 66 SQMT

- - -

- - -

55.27 07 386.89

- - -

42.28 07 295.96 - - -

41.13 07 287.91 - - -

105,205,305,405,505,605,705

106,206,306,406,506,606,706

BLOCK - G

27.89

14.0

7

3.37

8.31

6.68

28.82

11.72

15.5

5

25.947.

72

3.67

4.63

6.31

6.61

3.37

4.63

6.31

6.72

11.8

7

14.85

11.8

7

8.78

11.8

7

6.07

11.72

7.72

6.31

6.72

6.20

8.83

11.72

7.72

5.52

7.72

6.20

8.83

6.31

6.72

Car Parking(Resi.)(5)









Car Parking (RESI.)(1)




Car Parking (RESI.)(3)Car Parking (RESI.)

(2)



(18)

(20)



Car Parking (COMM.)(A)

BELOW CELLAR LINE

BELOW CELLAR LINE

BELOW CELLAR LINE

3.00

498.01 X 0.50%

RESI. PROVI.REQ.

PARKING AREA CALCULATION :- (COMM.)

COMM. F.S.I. :- 498.01 SMT

CAR PARKING

TWO VEH. PARKING

(C) 5.62 X 3.00 = 16.86 SMTIN MARGIN

IN SQMT

(A) 42.00 X 3.00 = 126.00 SMTIN MARGIN

BELOW CELLAR LINE

BELOW CELLAR LINE BELOW CELLAR LINE

7 . 5 0 M T W I D E R O A D

7 . 5 0 M T W I D E R O A D

2.75

1.52

15.5

5

CAR PARKING IN HOLLOW PLINTH

(1) 11.72 X 7.72 X 2 = 180.96 SMTIN H.P.

Other's Parking(D)

(Comm.)

(D) 1/2(1.52+2.75)X15.55 = 33.20 SMTIN MARGIN

TOTAL = 50.06 SMT

(2) 6.31 X 6.72 X 2 84.80 "IN H.P.

(3) 6.20 X 8.83 X 2 109.49 "IN H.P.

=

=

(4) 5.52 X 7.72 42.61 "IN H.P. =

(5) 14.85 X 11.87 176.27 "IN H.P. =

(6) 8.78 X 11.87 104.22 "IN H.P. =

(7) 6.07 X 11.87 72.05 "IN H.P. =

(8) 11.72 X 15.55 182.25 "IN H.P. =

135/2/2

SUR NO:-9/14O.P. NO:-31

F.P. NO:-31

SUR NO:-5

O.P. NO:-7

F.P. NO:-7/2

SUR NO:-1162

O.P. NO:-131

F.P. NO:-131

1 5

. 0

0 M

T W

I D

E R

O A

D

1 5 . 0 0 MT W I D E R O A D

SCALE : 1 CM = 20.00 MT

KEY PLAN

NORTH

ADJ

. F.P

. NO.

:- 1

31

ADJ. F.P. NO. :- 131 ADJ. F.P. NO. :- 31

ADJ

. F.P

. NO.

:- 1

35/2

/2 A

DJ. F

.P. N

O. :-

131

ADJ. F.P. NO. :- 131 ADJ. F.P. NO. :- 31

D= U

P TO

UND

ER G

ROUN

D ll

nd (S

ECIN

D) R

IVER

(AQU

IFER

)

125 MM DIA. GRAVEL

AND PART THERE OF IT. NOTE:- STRUCTURE DESIGN AS PER STRUCTURALFOR BUILDING UNIT 1500.00 SQ.MTS. OR MORE AND UP TO 4000.00 SQ.MTS.

PERCOLATION WELL (NOT TO SCALE)

PACKING

STAINER

PERFORATED R.C.C SLAB

450 MM DIA. BORE

200 MM DIA. STANER PIPE

300 MM DIA. P.V.C. PIPE

G.F G.F

10.0

0 M

AIR VENT

SIZE:- 2.00 X 2.00 X 2.50 M

PEA GRAVEL 300 mm

C.C CHANNEL WITH C.ION TOP OF CHANNEL

GRAVEL 300 mm

CATCH PIT WITH FILTATION MEDIA

ENGINEER (THIS IS ONLY SKETCH PLAN)

HOLLOW PLINTH PARKING AREA = 2371.51

REQ. CAR AREA 28.0 SMT = 2371.5128.00

= 84.70 NOS.

OPEN MARGIN AREA & C.P. AREA PARKING = 703.61 SMT

REQ. CAR AREA 23.0 SMT = 703.6123.00

= 30.59 SMT

REQ. PARKING AREA : 414 UNITS / 2 = 207 NOS. CAR PARKING AREA

PERMI. PARKING IN COMMON PLOT CALC.:-

PERMI.PARKING IN C.P. @ 50 % OF AREA

= 517.52 X 0.50 = 258.76 SMT

IN SQMT

(d) 21.46 X 12.04 = 258.38 SMT

12.0

4

73.19

3.00

24.1

2

24.1

2

15.5

5

Car Parking(Resi.)(26d)

(9) 6.31 X 6.72 42.40 "IN H.P. =




18.62

6.00Car Parking(Resi.)

(22)

14.85

NORTH

17.25

15.5

5




(25)

(26)

(26a)

1.16

16.5

6

2.45

(26b)

2.44

1.0917

.33

1.60

6.79

2.10

(26c)

42.00

3.00

3.00

24.62 5.62

Car Parking (COMM.)(B)

(Comm.)

(27) 11.49 X 21.09 = 242.32

(28) 6.31 X 12.16 = 76.73

(29) 6.31 X 2.09 = 13.19

(30) 9.68 X 4.40 = 42.59

(31) 29.44 X 21.09 = 620.89

(32) 6.31 X 2.09 = 13.19

(33) 9.68 X 4.40 = 42.59

(34) 11.49 X 15.31 = 175.91

(35) 6.31 X 12.49 = 78.81

(36) 1/2(11.04+11.49)X5.78 = 65.11

(37) 1/2(27.46+28.11)X8.41 = 23.67

(38) 1/2(27.20+26.02)X15.28 = 406.60

(39) 43.22 X 11.59 = 500.92

(40) 2.64 X 3.37 = 8.90

(41) 43.22 X 12.10 = 522.96

(43) 8.31 X 3.37 = 28.00

(44) 1.86 X 1.04 X 2 = 3.87

(45) 29.95 X 3.37 = 100.93

(10) 3.37 X 4.63 15.60 "IN H.P. =

(11) 6.31 X 6.61 41.71 "IN H.P. =

(12) 25.94 X 7.83 203.11 "IN H.P. =

(13) 25.94 X 7.72 200.25 "IN H.P. =

(14) 3.67 X 4.63 16.99 "IN H.P. =

(15) 17.25 X 15.55 268.24 "IN H.P. =

(16) 27.89 X 14.07 392.41 "IN H.P. =

(17) 8.31 X 3.37 28.00 "IN H.P. =

(18) 1.86 X 1.04 X 2 3.87 "IN H.P. =

(19) 28.82 X 6.68 192.52 "IN H.P. =

7.83

25.94

7.72

24.11

(20) 6.20 X 1.11 X 2 13.76 "IN H.P. =

TOTAL 2371.51 SMT=

CAR PARKING IN MARGIN & C.P.

(21) 3.00 X 24.12 X 2 = 144.72 SMTIN MARGIN

(22) 18.62 X 6.00 111.72 "IN MARGIN =

(23) 6.00 X 15.55 93.30 "IN MARGIN =

(24) 14.85 X 6.01 89.25 "IN MARGIN =

1.00

16.5

6

70.421.00

1.00

(25) 1.00 X 16.56 16.56 "IN MARGIN =

(26) 70.42 X 1.00 70.42 "IN MARGIN =

(26a) 1/2(1.16+2.45)X16.56 29.89 "IN MARGIN =

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

IN CELLAR

"

"

"

"

"

"

"

"

"

"

"

"

"

"

"

CAR PARKING IN CELLAR

TOTAL 703.61 SMT=

TOTAL 2884.73 SMT=

249.00

CELLAR PARKING AREA = 2884.73 SMT

REQ. CAR AREA 32.0 SMT = 2884.7332.00

= 90.15 SMT

(26d) 21.46 X 12.04 258.38 "IN C.P. =

(26b) 1/2(1.09+2.44)X17.33 30.59 "IN MARGIN =

(26c) 1/2(1.60+2.10)X6.79 12.56 "IN MARGIN =

(42) 3.37 X 7.47 X 2 = 50.35IN CELLAR "

PROVI. CAR PARKING= 85+31+91

= 207 NOS. OF CAR

IN CELLAR

IN CELLAR

IN CELLARTOTAL 132.80 SMT=

"

"

"

16877.58X0.10 % = 1687.76 SMT

RESI.

TOTAL

REQ.

PARKING AREA CALCULATION :- (RESI.)

TOTAL UTILISED F.S.I. :- 17375.59 SMT

IN SQMT

ADD. 10% REQ. VISI. PAR. =1687.76X0.10%

=168.78 SMT

TOTAL UTILISED F.S.I. - COMM. F.S.I. = RESI. F.S.I.

17375.59-498.01 = 16877.58 SQ MT

TOTAL

PROVI.

536.50

BELOW CELLAR LINE

BELOW CELLAR LINE

BELOW CELLAR LINE

ENTR

YEX

IT

IN

OUT


ENTR

YEX

IT

IN

OUT

BLOCK-D+E

968.47

968.47

968.47

7594.55

968.47

62.00

49.56

968.47

968.47

968.47

703.70

RESI.

Other's Parking(C)

(Comm.)

(B) 24.62 X 3.00 = 73.86 SMTIN MARGIN

6.20

1.11

1.11 6.20

(18) 1.04

1.861.86

1.04

(20)

85 SAY

31 SAY

91 SAY

353.64 SMTTOTAL =

OPEN MARGIN AREA PARKING = 353.64 SMT

REQ. CAR AREA 23.0 SMT = 353.6423.00

= 15.38 SMT

REQ. PARKING AREA : 414 UNITS / 2 = 207 NOS. CAR PARKING AREA

CELLAR PARKING AREA = 132.80 SMT

REQ. CAR AREA 32.0 SMT = 132.8032.00

= 4.15 SMT

PROVI. CAR PARKING= 16+5

= 21 NOS. OF CAR

16 SAY

5 SAY

RESI. PARKING

COMM. PARKING

PROVI. TWO VEH. PARKING 50.06 SMT

50.062.00

= 25.03 NOS.

(43) 1/2(68.75+69.23)X6.29 = 433.95IN CELLAR SMT

TWO VEH. PARKING IN CELLAR

PROVI. TWO VEH. PARKING 433.95 SMT

433.952.00

= 216.98 NOS. 217 SAY

1 5 . 0 0 M T W I D E T . P . S . R O A D

1 5

.

0

0

M

T

W

I

D

E

T

. P

. S .

R

O

A

D7 . 5 0 M T W I D E R O A D

7 . 5 0 M T W I D E R O A D

GF

D E

CCommon plot

ENTR

YEX

IT

NORTH

AB

Parking Parking Parking Parking

ParkingParking

Parking

Parking Parking

Parking

Parking


PARKING LAYOUT PLAN

C I R

C U

L A

R

R O

A D

C I R C U L A R R O A D C I R C U L A R R O A D C I R C U L A R R O A D

C I R

C U

L A

R

R O

A D

C I R

C U

L A

R

R O

A D

C I R

C U

L A

R

R O

A D

C I R C U L A R R O A D C I R C U L A R R O A D

IN HOLLOW PLINTH 2371.51:-(1)IN OPEN AREA 703.61:-(2)

TOTAL 5959.85:-

Sq mtSq mt

Sq mt

CAR PARKING AREA CALCULATION

IN CELLAR AREA 2884.73:-(3) Sq mt

IN

OUT


Par

king

Par

king

Par

king

LAY OUT PLAN SHOWING PROPSED AFFORDABLE HOUSING BUILD. ON F.P. NO.:- 7/2 , O.P. NO.:- 7, OFR.SUR NO.:- 5, PRELIMINARY T.P.S. NO.:- 113 (VASTRAL) , AT :- VASTRAL ,TA :- VATVA ,

DIST:- AHMEDABAD.

Parking

Parking

Parking

Parking

Parking

IN CELLAR 433.95:-(4) Sq mt

TWO VEH. PARKING AREA CALCULATION

RESI. PARKING

IN OPEN AREA 353.64:-(1)

TOTAL 486.44:-

Sq mt

Sq mt

CAR PARKING AREA CALCULATION

IN CELLAR AREA 132.80:-(2) Sq mt

IN OPEN AREA 50.06:-(3) Sq mt

TWO VEH. PARKING AREA CALCULATION

COMM. PARKING

1 5 . 0 0 M T W I D E T . P . S . R O A D

1 5

.

0

0

M

T

W

I

D

E

T

. P

. S .

R

O

A

D7 . 5 0 M T W I D E R O A D

7 . 5 0 M T W I D E R O A D

GF

D E

CCommon plot

EXIT

ENTR

Y

TREE PLANTION LAY OUT PLAN TREE PLANTION AREA = 88.62 SQMT

NORTH

AB

IN

OUT


DIST:- AHMEDABAD.

1 5 . 0 0 M T W I D E T . P . S . R O A D

1 5

.

0

0

M

T

W

I

D

E

T

. P

. S .

R

O

A

D7 . 5 0 M T W I D E R O A D

7 . 5 0 M T W I D E R O A D

GF

D E

CCommon plot

NORTH

AB

LAWN COVERED AREA = 226.53 SQMTLAWN COVERED LAY OUT PLAN


DIST:- AHMEDABAD.

ENTR

YEX

IT

IN

OUT



ANNEXURE: 11

ENVIRONMENTAL MANAGEMENT PLAN

1. INTRODUCTION:

Any vast project is associated with certain positive impacts as well as some negative impacts on

the Environment. However, the negative or adverse impacts can not possibly rule out

development. At the same time adverse impacts can not be neglected.

An environmental Management plan should be formulated for mitigation of the adverse impacts

and should be based on the present environmental conditions and environmental impact

appraisal. This plan helps in formulation, implementation and monitoring of the environmental

parameters.

The environmental Management plan describes in brief, the plan for keeping a constant check

on all the major poltroon sources, in the form of regular environment monitoring, proper and

adequate implementation of treatment and control systems for air, liquid and solid pollutants

and for maintaining the environment. It also includes development of green belt, noise control

and other mitigative measures.

2. ENVIRONMENT MANAGEMENT POLICY:

Although there shall not be any major environmental pollution from the proposed residential

buildings, measures are taken to make the building environmental friendly.

There will be no air pollution from the Proposed Residential building on regular basis, except for

the vehicular emissions.

Only, domestic effluent (Sewage) is generated from the residential building.

No Solid hazardous waste is generated from the proposed building. Only non hazardous

domestic / municipal waste is generated.

This solid waste is handover to municipal solid waste disposal facility developed by Ahmedabad

Municipal Corporation for ultimate disposal. There will be no continuous source of

noise pollution from the residential building. Landscaping and Green belt shall be provided

within the area.



3. OBJECTIVE OF ENVIRONMENTAL MANAGEMENT PLAN:

The main objective in formulating this environmental management plan is:

To treat all the pollutants viz. air, liquid and solid, which contribute to the degradation of the

environment, with appropriate technology.

To comply with all regulations stipulated by the central / State Pollution Control Boards related

to gaseous emissions, liquid effluent and solid / hazardous wastes discharges as per air, water

and environment pollution control laws/ rules.

To reduce fire and accidents hazardous.

4. ENVIRONMENTAL MANAGEMENT DURING CONSTRUCTION PHASE:

Construction phase usually results in temporary environmental pollution only. Such pollution

shall be mainly due to site preparation, civil works, transportation, storage & handling of

different kinds of materials, construction workers ‘sanitations etc. these are usually short term

impacts as compared to those during operational phase.

Table: Mitigation Measures Employed During Construction phase

No. Source of

Impact

Impact Predicted Mitigation Employed

A AIR ENVIRONMENT

1 Fugitive dust emission

from construction

areas

Increase in SPM and

RSPM levels.

Water sprinkling in vulnerable

areas.

2 Pollution from vehicles

and construction

equipment

Increase in SPM and

RSPM and NOx levels.

Enforced proper maintenance

of vehicles and construction

equipment. Allowing only PUC

approved vehicles in the site,



5. ENVIRONMENTAL MANAGEMENT DURING OPERTAIONAL 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 ate tabulated as under.

Table: Recommended Mitigation Measures During Operational phase

3 Fugitive emission of

construction material

in dust / powder

form.

Increase in SPM and

RSPM levels.

Enforced usage of covered

trucks for transportation of

such material

B WATER ENVIRONMENT

1 Large number of

construction workers

working at a time

Unhealthy working

conditions.

Temporary drinking water

supply and proper sanitation

facilities within site was

provided.

2 Construction area

involving high waste

water generation

Water logging at such

areas

These waste water was

canalized to temporary

sedimentation tanks for

removal of suspended solids.

C LAND / SOIL ENVIRONMENT

1. Surplus earth and

construction debris

Unaesthetic Proper disposal at regular

intervals for landscaping and

filling at site.

No. Source of Impact Impact Predicted Mitigation

Employed

A AIR ENVIRONMENT

1 Pollution from vehicles Increase in SPM and

RSPM, NOx levels.

Allow proper

ventilation, Indoor

plants are placed

whenever possible.

B WATER ENVIRONMENT



In addition to the above, suggestions given following shall also be implemented as under.

The storm water drains is laid confirming to the specification of AMC/AUDA, so that its quality,

volume and rate of flow is least affected.

The project site is almost devoid of natural vegetation. Hence, there is no question of clearing of

the same.

1 Disposal of Sewage Leakage from pipeline,

Corrosion of pipeline

or any damage to

pipeline, external /

Internal

Good quality non

corrosive type pipeline

is used. Regular

checking of the

pipelines for early

detection of any

possible leakages and

damage.

C LAND / SOIL ENVIRONMENT

1. Disposal of solid non-

hazardous waste to

secured landfill facility of

AMC/AUDA

Spillage of solid waste

on road.

The waste should be

transported in covered

trucks.