STRUCTURE OF THIS BUILDING.

STRUCTURAL STABILITY CERTIFICATETHIS IS TO CERTIFIY THAT SEISMIC LOADS HAVE BEENTAKEN UNDER CONSIDERATION WHILE DESIGNING THE

THE DESIGN HAS BEEN DONE AS PER IS 1893/1894 & I.S 4326/1993.

PARKING CALCULATIONS

STP CAPACITY

TREATED WATER TANK = 42 KL

RAW SEWAGE WATER TANK = 42 KL

UNDER GROUND WATER TANK

PROJECT TITLEPROPOSED CIVIC TOWER AT DHURVA, RANCHI

SETTLING TANK = 20 KL

AREA OF THE SITE = 11512.48 sqmBUILT UP AREA = 25337.83 sqmGROUND COVERAGE (%) = 23.17%FAR = 2.20BASEMENT 02 AREA = 9735.76 sqmBASEMENT 01 AREA = 9735.76 sqmBUILDING FOOTPRINT = 2699.19 sqmHEIGHT OF THE BUILDING = 68.85 m (upto lift machine room)NO. OF STORIES = B1+B2+G+15

FIRE FIGHTING WATER TANK (2 NOS.)FLUSHING WATER TANKDOMESTIC RAW WATER TANKDOMESTIC TREATED WATER TANKRAIN WATER TANKCHILLER WATER TANK

CLIENT RANCHI MUNICIPAL CORPORATION

CONSULTANTJHARKHAND URBAN INFRASTRUCTURE DEVELOPMENT COMPANY LTD.

1.000

RAW SEWAGE

PUMPS

ROTATING MEDIA BIOREACTOR

ACTIVATED CARBON

FILTERS

PRESSURE SAND

FILTER

FILTER FEED

PUMP

385 CFM

200X200

T

775 CFM

250X200

195 CFM

250X150 #04

6.0 M DRIVEWAY6.0 M DRIVEWAY

6.0 M

D

RIVEW

AY

6

.

0

M

D

R

I

V

E

W

A

Y

6.0 M DRIVEWAY6.0 M DRIVEWAY

5.0 M

D

RIVEW

AY

5.0 M

D

RIVEW

AY

8

.

0

M

D

R

I

V

E

W

A

Y

5.5 M

D

RIVEW

AY

7.5 M WIDE RAMP (SLOPE 1:10)

7

.

5

M

W

I

D

E

R

A

M

P

(

S

L

O

P

E

1

:

1

0

)

5

.

0

M

D

R

I

V

E

W

A

Y

2.5 M TWO WHILLER DRIVEWAY

service

area

service

area

6

.

0

M

D

R

I

V

E

W

A

Y

3

.0

M

T

W

O

W

H

E

E

L

E

R

D

R

I

V

E

W

A

Y

3

.

0

M

T

W

O

W

H

E

E

L

E

R

D

R

I

V

E

W

A

Y

3

.

0

M

D

R

I

V

E

W

A

Y

6

.

0

M

D

R

I

V

E

W

A

Y

B

POINT

FOR

ACENT

RAW SEWAGE

PUMPS

ROTATING MEDIA BIOREACTOR

ACTIVATED CARBON

FILTERS

PRESSURE SAND

FILTER

FILTER FEED

PUMP

TOTAL CAR PARKING=205

XXX

OPENABLE DOOR

6 M DRIVEWAY

6 M DRIVEWAY

6

M

D

R

I

V

E

W

A

Y

5.5 M

D

RIVEW

AY

5.5 M

D

RIVEW

AY

2.5 M TWO WHEELER DRIVEWAY2.5 M TWO WHEELER DRIVEWAY

6.0 M DRIVEWAY

5.5 M

D

RIVEW

AY

5

.

5

M

D

R

I

V

E

W

A

Y

R

A

M

P

1

:

1

0

6.0 M DRIVEWAY

7

.

5

M

W

I

D

E

R

A

M

P

(

S

L

O

P

E

1

:

1

0

)

7.5 M

W

ID

E RAM

P (SLO

PE 1:10)

7

.

5

M

W

I

D

E

R

A

M

P

(

S

L

O

P

E

1

:

1

0

)

TOWER-01-15TH FLOORCHILLER PLANT ROOM

3

.

0

M

D

R

I

V

E

W

A

Y

6

.

0

M

D

R

I

V

E

W

A

Y

service

area

service

area

POINT

FOR

ACENT

R.C.C RETAINING WALL AS/ STRUCTURE DWG.

TOTAL CAR PARKING=175

PPPPPPPPPPPPPPPPPPPPPP

BASEMENT - 1 PLAN

BASEMENT - 2 PLAN

SCALE - (NTS)FOUNDATION DETAILS OF RAFT & FOOTING DETAILS

SCALE - (NTS)KEY PLAN

SYMBOLDESCRIPTION

MULTI STACK PARKING 31

SINGLE STACK PARKING 327

PARKING FOR HYBRID/ELECTRIC CAR 22

P

PARKING FOR HYBRID/ELECTRIC TWO WHEELER53

PARKING TWO WHEELER 427

TOTAL- NOS OF CARS=(2x31+327+22)= 411

& TWO WHEELER =480 (BOTH BASEMENT )

= 100000 LTR.= 65000 LTR= 51000 LTR= 51000 LTR= 150000 LTR= 150000 LTR

CAPACITY

FLOOR BUILT UP

AREA

PROJECTIONS

AREA

TOTAL

COV.

AREA

DEDUCTION'S AREA

TOTOL

DEDUCTIONS

{ 5+6+7+8 }

TOTAL

BUILT UP

AREA { 4-9 }

REFUSE

AREA

LIFT

WELL

DUCT/

VOID

FIRE

STAIR

OTHER

{parking}

AREA CALCULATION

{in sqmt}

{ 1 } { 2 } { 3 } { 4 } { 5 } { 6 } { 7 } { 8 } { 9 } { 10 }

PROJ./

TERRACE

G. F.

1st. F.

2nd.F.

3rd. F.

4th. F.

5th. F.

6th. F.

G. F. 2668.16 0.00 0.00 30.05 31.54

1st. F. 2564.80

2nd.F. 0.00

3rd. F. 0.00

4th. F. 0.00

5th. F.

6th. F.

B - 02 0.00 0.00

B - 01 9735.76 0.00 0.00 16.7 68.43 0.00

0.00

0.00

1702.48

8th. F.

9th. F.

7th. F.

1776.57 0.001341.64

1367.16 0.001328.66

1435.19 0.001328.66

0.00

0.00

0.00

74.1 0.00

0.00

936.42 0.00

434.93 0.00

38.5 0.00

68.02

0.00

0.00

0.00

119.31

12th. F.

10th. F. 0.00

11th. F.

14th. F.

15th. F.

13th. F.

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

9735.76

9735.76 9735.76

2668.16

2638.90

2564.8074.12638.90

2638.90

38.5

1367.16 1328.6638.5

1367.16 1328.6638.5

1367.16 1328.6638.5

1435.19 1328.6668.0238.5

1367.16 1328.6638.5

1367.16 1328.6638.5

1367.16 1328.6638.5

1435.19 1328.6668.0238.5

1367.16 1328.6638.5

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

44.78

68.43

31.54

31.54

31.54

31.54

31.54

31.54

31.54

31.54

31.54

31.54

31.54

31.54

31.54

31.54

31.54

30.05

30.05

30.05

30.05

30.05

30.05

30.05

30.05

30.05

30.05

30.05

30.05

30.05

30.05

30.05

0.00

129.91

113.21

106.37

229.68

106.37

106.37

106.37

106.37

106.37

106.37

106.37

106.37

106.37

106.37

106.37

106.37

106.37

106.37

9605.85

9622.55

2561.79

2335.12

2458.43

1596.11

1235.27

1222.29

1222.29

1222.29

1222.29

1222.29

1222.29

1222.29

1222.29

1222.29

1222.29

1222.29