Legend
WATER PUMP
Municipal Water Main
+1296 M
TO OHT
Underground Water Tank
FROM
MUNICIPAL
WATER MAIN
Ferrule
Stop Cock
Water Pump
+1293 M
Water Meter
UNDERGROUND WATER
TANK
4
WATER METER
OVER HEAD TANK
(WATER TOWER)
Water Supply Line
FIRE TANK
+1290 M
STOP COCK /
NON RETURN VALVE
WATER SUPPLY CALCULATIONS
CALCULATION FOR UGT 1
MUNICIPAL WATER MAINS
+1287 M
SEMI-OPEN
STALL
ED
CLOS L
STAL
CLOS
ED
STAL
L
SE
M
ST I-OP
AL EN
L
CL
ST OS
AL ED
L
3
TOTAL NUMBER OF PEOPLE IN COMMUNITY
CENTER = 50 + 100
WATER REQUIRED PER DAY PER PERSON= 45L
TOTAL WATER REQUIRED= 45X150
=6750L
SO, 6.75 + 6.75 = 13.5 CU.M
60% UGWT=8.1 cu.m=2x2x2 m
FIRE TANK 31 OF UGWT = 2.6 cu.m= 2X1X2
40% OHWT= 5.4 cu.m =2x2x1.5m
CALCULATION FOR UGT 2
+1284 M
5
CLO
SE
STA D
LL
MI
ST -OP
AL EN
L
SE
CL
ST OS
AL ED
L
+1281 M
TOTAL NUMBER OF PEOPLE IN PLASTIC CENTER=
= 100
WATER REQUIRED PER DAY PER PERSON= 45L
TOTAL WATER REQUIRED= 45X100
=4500L
1000 CU. M FOR 1 TON PLASTIC WASHING
SO 4500 + 1000 = 5500
1 CU.M.=1000L
So, 5500L IS 5.5cu.m. 2x2x2
60% UGWT=3.3 cu.m=2x2x1 m
FIRE TANK 31 OF UGWT = 1 cu.m= 1X1X1
40% OHWT= 2.2 cu.m =2x1.5X1m
EN
OP
MI- LL
A
ST
SE
SED
CLO LL
STA
CALCULATION FOR UGT 3
TOTAL NUMBER OF PEOPLE IN FOOD STALL = 500
WATER REQUIRED PER DAY PER PERSON= 70L
TOTAL WATER REQUIRED= 70X500
=35000L
1 CU.M.=1000L
So, 35000L IS 35cu.m. 4x3x3
+1278 M
RY
WBER
STRA UATER
Q
HEAD
GE
VILLA
UNITY
COMM
E
OFFIC
ST
5.3M
+
NG E
WI
SE CHIN TS
C
MA DU
O
PR
E
OR
E
OR
ST
60% UGWT=21 cu.m=3x3x2.5 m
FIRE TANK 31 OF UGWT = 4.6 cu.m= 2X2X1.5
40% OHWT= 14 cu.m =3x2.5X2m
M
+
6.6
M
+
+
+1275 M
5.6
0.9M
OM
LO
ND IT
HA UN
AY
DISPL
L
MURA
FERRULE
TOTAL NUMBER OF PEOPLE IN ADMIN = 50 STAFF
+100 TOURIST
REQUIRED PER DAY PER PERSON= 45L
TOTAL WATER REQUIRED= 45 X 150
=6750L
RY
WBER
STRA Y HALL
R
HISTO
URAL
CULT ERY
GALL
N
MI
AD
5M
+
Y
DR
4.9
ES
OC
G
SIN
IT
UN
PR
RY
TA
E
OR
ST
Y
LA
SP
DI REA
A
N
PA
EN
OP G
MI IN
SE ORK A
W ARE
M
1.3
+
IST P
UR HO
TO KS
R
O
W
+1272 M
G
IN
AD
& NG
I
T
R
SO
GR
G
IN
AD
& ING
AD
O
L
UN
LO
IST P
UR HO
TO KS
R
WO
2
1
ARY
T
PAN
STO
RE
G
TIN
EA
DS
SE
O
CL
+
M
5.27
Y
PLA
DIS
ITAL
SCRE
EN
EN
DISP
I OP
DIG
AV
40m
20m
OM
M
2.95
Y
TAR
N
TIO
R
MA
OR ENTE
INF
C
'S
ANT
UNT FFICE
CCO
O
A
ING
KIT
TIC NTER
U
CO
30m
10m
M
5.27
G
ETIN M
O
RO
60% UGWT=4.5 cu.m=2x2x1.5 m
FIRE TANK 31 OF UGWT = 1.4 cu.m= 3X3X2
40% OHWT= 3 cu.m =2x2X1m
RO
PAN
S
BM
OM
RO
TOTAL NUMBER OF PEOPLE= 500
WATER REQUIRED PER DAY PER PERSON= 15L
TOTAL WATER REQUIRED= 15X 500
=7500L
1 CU.M.=1000L
So, 7500L IS 7.5cu.m.
SEM
+
+
+1269 M
LAY
E
STOR
ER'S
NAG BIN
CA
'S MA
OR
ECT ABIN
DIR
C
L
ITA
DIG EN
E
SCR
CALCULATION FOR UGT 4 & 5
Y
BU K
C
BA TER
N
CE
+
1.7M
ION
PT
CE
RE
ME
+
ITAL
DIG ER
T
CEN
KER
LOO OOM
R
M
2.95
Scale : 1:500
1.7M
+
AFF
ST
SEMESTER - 10
A.R.D. LAYOUT
Drawn By :
51_PURVA RANJANE
2017PA0034
6
12
+1266 M
MUNICIP
AL WAT
ER MAIN
S
+1263 M
3
+1260 M
Drawing No. 1
WATER SUPPLY
Slope
Footpath
Slope
6M WIDE ROAD
Slope
Footpath
Slope
Chamber
Chamber
+1296 M
STORM WATER DRAIN
Legend
STORM WATER DRAIN
Rainwater Harvesting Tank
TYPICAL ROAD SECTION INCLUDING SLOPE
Filtration Tank
Municipal Storm Water Drain
+1293 M
CURB CUT
Slope Indication
(on road)
CONCRETE CURB PAVING
SOIL MIXTURE:
50% SAND
30% TOPSOIL
20% COMPOST
GRAVEL PIPE BED
PERFORATED PIPE CONNECTING
TO CATCH BASIN
REINFORCED CONCRETE
GRAVEL BASE
Down Take Pipe
FILTRATION
TANK
+1290 M
Surface Water Drain
Pipe to R.H.W.T.
Slope 1:100 (on roof)
PAVING
Recharge Pit
Sump
RAINWATER
HARVESTING
TANK
14M X 14M X 2.5
M
Slope
RAINWATER HARVESTING TANK CALCULATIONS
A.
B.
C.
Slope
+1287 M
SOIL MIXTURE:
50% SAND
30% TOPSOIL
20% COMPOST
REINFORCED CONCRETE
ANNUAL RAINFALL OF BHILAR = 2812 MM
DAILY AVERAGE RAINFALL = 24MM
RUNOFF COEFFICIENT OF FERROCEMENT = 0.9
RAINWATER HARVESTING TANK
CATCHMENTS AREA = 7850 SQ.M.
ANNUAL WATER HARVESTING POTENTIAL= 7850 X 2.8 X 0.9
=19,782 CU.M.
GRAVEL BASE
TANK CAPACITY
PERFORATED PIPE CONNECTING TO CATCH BASIN
GRAVEL PIPE BED
(a)
DRY PERIOD = 365 DAYS - 120 DAYS (4 MONTHS) = 245 DAYS
(b)
PURPOSE - FLUSHING = 30 LITERS PER PERSON
(c) NO. OF PERSONS = 250(STAFF) + 3540 (TOURIST)=3790
PERSONS
GRAVEL BASE
REQUIRED FOR STAFF = a x b x c = 245 X 30 X 250 = 18,37,500 LITERS
REQUIRED FOR TOURIST = a x b x c = 245 x 15 x 2302 = 84,59,850
LITERS
+1284 M
TOTAL REQUIRED = 10,29,350 LITERS
=
1029 CU.M ( 1 CUBIC METER = 1000 LITERS )
ANNUAL WATER HARVESTING POTENTIAL = 19782 CU.M
WATER STORED (TOTAL REQUIRED) = 1029 CU.M
LANDSCAPE REQUIREMENT = 70510(17 ACRE) - 7850 =62,660 SQM
CONSIDERING 6 LITERS PER SQ M = 62660 X 6 = 375960 LITERS
350MM THK
CHIRA STONE
WALL
=
GUTTER
375.96 CU.M
TOTAL REQUIREMENT = 1029 + 375.96 = 1404 CU. M
DIVIDING REQUIREMENT IN 3 EQUAL PARTS
+1281 M
LINTEL LVL
2100MM
TANK 1 SIZE = 14 X 14 X 2.5
TANK 2 SIZE = 14 X 14 X2.5
TANK 3 SIZE = 14X 14 X 2.5
R.C.C SILL
100MM THICK
DPC 100MM
RAINWATER
DOWNSPOUT PIPE
+1278 M
Total Site Area = 17 acres
RWH from non roof
Considering ground area open =18,798
Rainwater Harvested = Daily average rainfall x surface area x run-off
coefficient of the surface
=
0.24 x 18798 x 0.3
+1275 M
=
1352.8 litres
=
1.35 cu.m.
Tank Size = length x breath x height
=
2 x 2 x 1m
150mm THICK P.C.C.
BED
IN RATIO OF 1:2:4
CONNECTED TO RAINWATER
HARVESTING TANK
+1272 M
FILTRATION
TANK
FILTRATION
TANK
RECHARGE
PIT
RUBBLE SOLING
RAINWATER
HARVESTING TANK
14M X 14M X 2.5M
RAINWATER
HARVESTING TANK
14M X 14M X 2.5M
MURUM FILLING
40m
20m
+1269 M
10m
Daily Average number of Tourists
Scale : 1:500
SEMESTER - 10
A.R.D. LAYOUT
The projected urban population in the year 2022 is 35400 and hence Daily average number of
tourists @ 13% will be 4603 whereas yearly total will be 1679730
Average Daily number of Tourists in tourist season
The daily average number of tourists in the month of May @ 20% will be 7080 and that in the whole
month of May will be 219480.
1350 in non season and 2302 in tourist season per day may be treated as existing carrying capacity
of the Region.
30m
51_PURVA RANJANE
R
TE NK
WA G TA
N
I
RA STIN X 1M
E
2M
RV
A
H 2M X
3
Drawn By :
+1260 M
2017PA0034
6
12
+1266 M
Drawing No. 2
+1263 M
SURFACE WATER DRAINAGE AND
RAINWATER HARVESTING LAYOUT
Legend
WATER PUMP
Municipal Water Main
+1296 M
TO OHT
Underground Water Tank
FROM
MUNICIPAL
WATER MAIN
Ferrule
Stop Cock
Water Pump
+1293 M
Water Meter
UNDERGROUND WATER
TANK
4
WATER METER
OVER HEAD TANK
(WATER TOWER)
Water Supply Line
FIRE TANK
+1290 M
STOP COCK /
NON RETURN VALVE
WATER SUPPLY CALCULATIONS
CALCULATION FOR UGT 1
MUNICIPAL WATER MAINS
+1287 M
SEMI-OPEN
STALL
ED
CLOS L
STAL
CLOS
ED
STAL
L
SE
M
ST I-OP
AL EN
L
CL
ST OS
AL ED
L
3
TOTAL NUMBER OF PEOPLE IN COMMUNITY
CENTER = 50 + 100
WATER REQUIRED PER DAY PER PERSON= 45L
TOTAL WATER REQUIRED= 45X150
=6750L
SO, 6.75 + 6.75 = 13.5 CU.M
60% UGWT=8.1 cu.m=2x2x2 m
FIRE TANK 31 OF UGWT = 2.6 cu.m= 2X1X2
40% OHWT= 5.4 cu.m =2x2x1.5m
CALCULATION FOR UGT 2
+1284 M
5
CLO
SE
STA D
LL
MI
ST -OP
AL EN
L
SE
CL
ST OS
AL ED
L
+1281 M
TOTAL NUMBER OF PEOPLE IN PLASTIC CENTER=
= 100
WATER REQUIRED PER DAY PER PERSON= 45L
TOTAL WATER REQUIRED= 45X100
=4500L
1000 CU. M FOR 1 TON PLASTIC WASHING
SO 4500 + 1000 = 5500
1 CU.M.=1000L
So, 5500L IS 5.5cu.m. 2x2x2
60% UGWT=3.3 cu.m=2x2x1 m
FIRE TANK 31 OF UGWT = 1 cu.m= 1X1X1
40% OHWT= 2.2 cu.m =2x1.5X1m
EN
OP
MI- LL
A
ST
SE
SED
CLO LL
STA
CALCULATION FOR UGT 3
TOTAL NUMBER OF PEOPLE IN FOOD STALL = 500
WATER REQUIRED PER DAY PER PERSON= 70L
TOTAL WATER REQUIRED= 70X500
=35000L
1 CU.M.=1000L
So, 35000L IS 35cu.m. 4x3x3
+1278 M
RY
WBER
STRA UATER
Q
HEAD
GE
VILLA
UNITY
COMM
E
OFFIC
ST
5.3M
+
NG E
WI
SE CHIN TS
C
MA DU
O
PR
E
OR
E
OR
ST
60% UGWT=21 cu.m=3x3x2.5 m
FIRE TANK 31 OF UGWT = 4.6 cu.m= 2X2X1.5
40% OHWT= 14 cu.m =3x2.5X2m
M
+
6.6
M
+
+
+1275 M
5.6
0.9M
OM
LO
ND IT
HA UN
AY
DISPL
L
MURA
FERRULE
TOTAL NUMBER OF PEOPLE IN ADMIN = 50 STAFF
+100 TOURIST
REQUIRED PER DAY PER PERSON= 45L
TOTAL WATER REQUIRED= 45 X 150
=6750L
RY
WBER
STRA Y HALL
R
HISTO
URAL
CULT ERY
GALL
N
MI
AD
5M
+
Y
DR
4.9
ES
OC
G
SIN
IT
UN
PR
RY
TA
E
OR
ST
Y
LA
SP
DI REA
A
N
PA
EN
OP G
MI IN
SE ORK A
W ARE
M
1.3
+
IST P
UR HO
TO KS
R
O
W
+1272 M
G
IN
AD
& NG
I
T
R
SO
GR
G
IN
AD
& ING
AD
O
L
UN
LO
IST P
UR HO
TO KS
R
WO
2
1
ARY
T
PAN
STO
RE
G
TIN
EA
DS
SE
O
CL
+
M
5.27
Y
PLA
DIS
ITAL
SCRE
EN
EN
DISP
I OP
DIG
AV
40m
20m
OM
M
2.95
Y
TAR
N
TIO
R
MA
OR ENTE
INF
C
'S
ANT
UNT FFICE
CCO
O
A
ING
KIT
TIC NTER
U
CO
30m
10m
M
5.27
G
ETIN M
O
RO
60% UGWT=4.5 cu.m=2x2x1.5 m
FIRE TANK 31 OF UGWT = 1.4 cu.m= 3X3X2
40% OHWT= 3 cu.m =2x2X1m
RO
PAN
S
BM
OM
RO
TOTAL NUMBER OF PEOPLE= 500
WATER REQUIRED PER DAY PER PERSON= 15L
TOTAL WATER REQUIRED= 15X 500
=7500L
1 CU.M.=1000L
So, 7500L IS 7.5cu.m.
SEM
+
+
+1269 M
LAY
E
STOR
ER'S
NAG BIN
CA
'S MA
OR
ECT ABIN
DIR
C
L
ITA
DIG EN
E
SCR
CALCULATION FOR UGT 4 & 5
Y
BU K
C
BA TER
N
CE
+
1.7M
ION
PT
CE
RE
ME
+
ITAL
DIG ER
T
CEN
KER
LOO OOM
R
M
2.95
Scale : 1:500
1.7M
+
AFF
ST
SEMESTER - 10
A.R.D. LAYOUT
Drawn By :
51_PURVA RANJANE
2017PA0034
6
12
+1266 M
MUNICIP
AL WAT
ER MAIN
S
+1263 M
3
+1260 M
Drawing No. 1
WATER SUPPLY
Slope
Footpath
Slope
6M WIDE ROAD
Slope
Footpath
Slope
Chamber
Chamber
+1296 M
STORM WATER DRAIN
Legend
STORM WATER DRAIN
Rainwater Harvesting Tank
TYPICAL ROAD SECTION INCLUDING SLOPE
Filtration Tank
Municipal Storm Water Drain
+1293 M
CURB CUT
Slope Indication
(on road)
CONCRETE CURB PAVING
SOIL MIXTURE:
50% SAND
30% TOPSOIL
20% COMPOST
GRAVEL PIPE BED
PERFORATED PIPE CONNECTING
TO CATCH BASIN
REINFORCED CONCRETE
GRAVEL BASE
Down Take Pipe
FILTRATION
TANK
+1290 M
Surface Water Drain
Pipe to R.H.W.T.
Slope 1:100 (on roof)
PAVING
Recharge Pit
Sump
RAINWATER
HARVESTING
TANK
14M X 14M X 2.5
M
Slope
RAINWATER HARVESTING TANK CALCULATIONS
A.
B.
C.
Slope
+1287 M
SOIL MIXTURE:
50% SAND
30% TOPSOIL
20% COMPOST
REINFORCED CONCRETE
ANNUAL RAINFALL OF BHILAR = 2812 MM
DAILY AVERAGE RAINFALL = 24MM
RUNOFF COEFFICIENT OF FERROCEMENT = 0.9
RAINWATER HARVESTING TANK
CATCHMENTS AREA = 7850 SQ.M.
ANNUAL WATER HARVESTING POTENTIAL= 7850 X 2.8 X 0.9
=19,782 CU.M.
GRAVEL BASE
TANK CAPACITY
PERFORATED PIPE CONNECTING TO CATCH BASIN
GRAVEL PIPE BED
(a)
DRY PERIOD = 365 DAYS - 120 DAYS (4 MONTHS) = 245 DAYS
(b)
PURPOSE - FLUSHING = 30 LITERS PER PERSON
(c) NO. OF PERSONS = 250(STAFF) + 3540 (TOURIST)=3790
PERSONS
GRAVEL BASE
REQUIRED FOR STAFF = a x b x c = 245 X 30 X 250 = 18,37,500 LITERS
REQUIRED FOR TOURIST = a x b x c = 245 x 15 x 2302 = 84,59,850
LITERS
+1284 M
TOTAL REQUIRED = 10,29,350 LITERS
=
1029 CU.M ( 1 CUBIC METER = 1000 LITERS )
ANNUAL WATER HARVESTING POTENTIAL = 19782 CU.M
WATER STORED (TOTAL REQUIRED) = 1029 CU.M
LANDSCAPE REQUIREMENT = 70510(17 ACRE) - 7850 =62,660 SQM
CONSIDERING 6 LITERS PER SQ M = 62660 X 6 = 375960 LITERS
350MM THK
CHIRA STONE
WALL
=
GUTTER
375.96 CU.M
TOTAL REQUIREMENT = 1029 + 375.96 = 1404 CU. M
DIVIDING REQUIREMENT IN 3 EQUAL PARTS
+1281 M
LINTEL LVL
2100MM
TANK 1 SIZE = 14 X 14 X 2.5
TANK 2 SIZE = 14 X 14 X2.5
TANK 3 SIZE = 14X 14 X 2.5
R.C.C SILL
100MM THICK
DPC 100MM
RAINWATER
DOWNSPOUT PIPE
+1278 M
Total Site Area = 17 acres
RWH from non roof
Considering ground area open =18,798
Rainwater Harvested = Daily average rainfall x surface area x run-off
coefficient of the surface
=
0.24 x 18798 x 0.3
+1275 M
=
1352.8 litres
=
1.35 cu.m.
Tank Size = length x breath x height
=
2 x 2 x 1m
150mm THICK P.C.C.
BED
IN RATIO OF 1:2:4
CONNECTED TO RAINWATER
HARVESTING TANK
+1272 M
FILTRATION
TANK
FILTRATION
TANK
RECHARGE
PIT
RUBBLE SOLING
RAINWATER
HARVESTING TANK
14M X 14M X 2.5M
RAINWATER
HARVESTING TANK
14M X 14M X 2.5M
MURUM FILLING
40m
20m
+1269 M
10m
Daily Average number of Tourists
Scale : 1:500
SEMESTER - 10
A.R.D. LAYOUT
The projected urban population in the year 2022 is 35400 and hence Daily average number of
tourists @ 13% will be 4603 whereas yearly total will be 1679730
Average Daily number of Tourists in tourist season
The daily average number of tourists in the month of May @ 20% will be 7080 and that in the whole
month of May will be 219480.
1350 in non season and 2302 in tourist season per day may be treated as existing carrying capacity
of the Region.
30m
51_PURVA RANJANE
R
TE NK
WA G TA
N
I
RA STIN X 1M
E
2M
RV
A
H 2M X
3
Drawn By :
+1260 M
2017PA0034
6
12
+1266 M
Drawing No. 2
+1263 M
SURFACE WATER DRAINAGE AND
RAINWATER HARVESTING LAYOUT
Legend
DRY WASTE DUSTBIN
+1296 M
WET WASTE DUSTBIN
COLLECTION POINT
BIOGAS AND COMPOST PIT
+1293 M
+1290 M
+1287 M
ALL THE DRY WASTE GENERATED IN THE SITE
CAN BE USED TO UP CYCLE THE IN THE PLASTIC
UP CYCLE UNIT OR SENT TO VENDORS WHO CAN
REUSE THEM
+1284 M
+1281 M
ALL THE WET WASTE GENERATED IN THE SITE
CAN BE USED TO GENERATE GAS FOR FOOD
STALL AND THE MANURE FROM COMPOST PIT
CAN BE USED IN THE VEGETATION AND
LANDSCAPING ALSO TO RETAIN THE FERTILITY
AND PREVENT SOIL EROSION,
+1278 M
+1275 M
+1272 M
AFTER THIS THE UNUSED WASTE COLLECTED
COULD BE SENT TO MUNICIPALITY DURING THE
NON TOURIST SERVICE HOURS IN MORNING OR
EVENING
RECHARGE
PIT
40m
20m
30m
10m
+1269 M
Scale : 1:500
SEMESTER - 10
A.R.D. LAYOUT
Drawn By :
51_PURVA RANJANE
2017PA0034
3
6
12
+1266 M
+1263 M
+1260 M
Drawing No. 3
WASTE LAYOUT