site plan
DESCRIPTION
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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