R

O

A

D

8

M

W

I

D

E

SE

RV

IC

E R

OA

D 3.5M

W

ID

E

Lvl ±0.00m

Lvl 0.05m

Lvl +0.10m

Lvl +0.55m

Lvl +4.55m

Lvl +8.45m

Lvl +12.45m

Rain Water Tank

LAWN

RWP Ø4"

POOL BELOW

BALCONY

STAIR MUMTYTERRACE

PLINTH

AC

CE

SS

R

OA

D 4

M W

ID

E

Septic Tank

2.5 x 1.0 x1.5 m

3800 ltrs

8300 ltrs.

2.5 x 2.2 x1.5 m

RWP Ø4"

RWP Ø4"

RWP Ø4"

INSPECTION

CHAMBER

UP

SITE ENTRY

SLOPE 1:40

SLOPE 1:40

SLOPE 1:40

SLOPE 1:40

SLOPE 1:40

KHURRA

0.83

0.73

30.00

25.00

45.00

23.00

SITE PLAN

RIDGE LINE

RIDGE LINE

RIDGE LINE

Lvl +9.45m

PARAPET

Lvl +0.15m Lvl +0.15m

Lvl +0.15m

Lvl +0.15m

Lvl +0.15m

Lvl +0.15m

Lvl +0.15m

12.79

4.37

4.35

6.71

1.00

1:100

OVER HEAD TANK

3M X 2M

13.92

16.17

13.92

16.17

2.23

19.64

RAINFALL IN MANGALORE: 100MM/HOUR

ANNUAL AVERAGE RAINFALL OF MANGALORE =

1200 MM (JULY)

AREA OF ROOF CATCHMENT: 130 SQ. M

COEFFICIENT FOR ROOF SURFACE: 0.85

RAINWATER ENDOWMENT OF THE AREA = 130

SQ.M.X 1.2 M = 156 CU.M.

LITRES = 1,56,000 L

EFFECTIVELY HARVESTED WATER = ENDOWMENT

OF AREA X 0.85 = 132600 L

ANNUAL DOMESTIC RAINWATER DEMAND

(TOILETS, LAUNDRY, GARDEN(60L/SQ.M)) = 109060

+ 24060 L = 133120 L

TANK SIZE = AVERAGE OF RAIN YIELD AND RAIN

DEMAND = (156000+133120)/2 X 21 DAYS

(RESERVE) /365 DAYS = 8317 L STORAGE= 8.317

CU.M.

TANK SIZE - 2.5 X 2.21 X 1.5 M

APPLICANT

PROPOSED CONSTRUCTION OF

RESIDENTIAL BUILDING

PEACOCK HILL POINT,MANIPAL

SCALE 1:100 ALL DIMENSIONS ARE IN "m"

SCHEDULE OF OPENING

DOOR

D1

D2

D3

WIDTH

1M

1.2M

0.8M

WINDOW SIZE WINDOW SIZE

W1

W2

W3 W6

W5

W4

W7

2Mx1.4M

V1

1.5Mx1.4M

0.5Mx1.4M

1.63Mx1.4M

2.5Mx1.4M

1Mx1.4M

2.43Mx1.4M

0.50Mx0.3M

SITE BOUNDARY LINE SHOWN AS

SITE EXTENT - 937.50 SQ.M

F.A.R = NET AREA

SITE EXTENT

PLOT COVERAGE

=

407.53

937.5

0.43=

=

213x100

937.50

=

22%

FLOOR

GROUND FLOOR

FIRST FLOOR

TOTAL

PLINTH AREA SIT-OUT STAIR CASE NET AREA

213.83

153.64

367.47

-----

22.75

22.75

-----

17.31

17.31

213.83

193.7

407.53

AREA STATEMENT

NOTES

ASHUTOSH AGRAWAL

SUMBITTED BY

RAIN WATER PIPE TO THE TANK

SEPTIC TANK