Inst1924 50
Inst1924 50
drainage
system 0.23 L
P L
2.88
0.45
2.88
BRICKS TILES OVER L 0.45
G L
450 MM HIGH
MUD PHUSKA OVER
HOT BITUMEN OVER M.Dia 0.15
PARAPET WALL RCC SLAB
450 MM HIGH
PARAPET WALL
0.15 0.15
OPEN TERRACE 600 mm dia 600 mm dia
0.15 0.15
0.9
MUMTY TERRACE + 20930 MUMTY TERRACE. + 20930 mainhole cover
OPEN TERRACE mainhole cover 3.00 3.00
BRICKS TILES OVER
MUD PHUSKA OVER
1050 MM HIGH
pipe
0.15 0.15 0.75
HOT BITUMEN OVER
1050 MM HIGH
0.15 0.15
2.93
3.00
PARAPET WALL
3.00
900 Ht. Railing 900 Ht. Railing
3.60
105 Ht. Ht.
Rai 900
3.60
PLOT AREA = 1924.50 Sq.Mt.
li ng
100
95
RISER =150
TREAD =300
WIDTH =1500
RISER =150
TREAD =300
WIDTH =1500
95
100
1.50 560Ø HD C.I
R.C.C SLAB AS/STR.
560Ø HD C.I
FOUNDATION DETAIL
FOURTH FLOOR LVL. + 14400 93 93 LVL. +1500 G.L.
MH COVER MH COVER G.L.
FOURTH FLOOR LVL. + 14400
90 90 DRAINAGE
PIPE FROM STORM WALL CAP WALL CAP
VARIES
85 85 LVL. ± 00 WATER MANHOLE
ng
900 R aili 82 TOP OF WATER
3.60
3.60
81 Ht. Ht.
80 Rai 900 80
3.60
li ng
OVERFLOW PIPE gate
3.75
3.75
WIDTH =1500
2.55
WIDTH =1500
THIRD FLOOR LVL. + 10800 70 69 69 70 LVL. +1500 160 (OD) BLIND PIPE
THIRD FLOOR LVL. + 10800
5000
WALL AS/STR.
65 65 P.V.C FOOT REST
@300mm C/C
0.60
LVL. ± 00
0.06
60 ilin
g 60 +600 PL.
58 900 Ra 58 300 MM TH.
3.60
3.60
18.00
57 t.
Ht. 0H GRAVEL 3.0-6.0mm
Rai 90
ram
18.00
3.60
55 li 55
ng
RISER =150
MS p
600 MM TH. COURSE
50 RISER =150 TREAD =300
WIDTH =1500
50 BED AS / STR. SAND 1.5-2.0mm
TREAD =300
WIDTH =1500 1.50
SECOND FLOOR LVL. + 7200 46 45 45 LVL. +1500
SECOND FLOOR LVL. + 7200 600 MM TH.
GRAVEL 5.0-10.0mm
pipe 600 mm dia
3000
40 40
LVL. ± 00 600 MM TH.
ng
BOULDERS 15.0-20.0mm
35 aili 34
3000
900 t. R
3.60
3.60
33 Ht. 0H
Ra 90
3.60
E
ilin
30 g 30
160 (OD) NOMINAL
25 25
160 (OD) NOMINAL
DIA P.V.C SCREEN DIA P.V.C SCREEN pipe FIRE TOWER
2400
RISER =150 RISER =150
TREAD =300 TREAD =300 1.50 PIPE UP TO 2.0M ABOVE PIPE UP TO 2.0M ABOVE
21 22 WIDTH =1500 WIDTH =1500 22 SUB-SOIL WATER LEVEL
FIRST FLOOR LVL. +3600 21 FIRST FLOOR LVL. +3600 LVL. +1500 SUB-SOIL WATER LEVEL
drain
3.00
18
16 16 400mm BORE 400mm BORE
ng
13 aili
900 t. R
Ht. 0H
3.00
3.00
R 90
10 aili
ng 10
CULVERT DETAIL
3.00
2.40
5 5
0.15
2000
2000
STILT LVL. + 600 RISER =150 RISER =150
0.15
TREAD =300 TREAD =300 STILT LVL. + 600
1 WIDTH =1500 1 SUB SOIL WATER LVL.
DRIVEWAY LVL. + 450
WIDTH =1500
STILT FOR PARKING
EXISTING ROAD LVL. ± 00 DRIVEWAY LVL. + 450
EXISTING ROAD LVL. ± 00
0.45
INSIDE
0.45
P.C.C.
SECTION-AA RAILING
SECTION - A A KOTA WATER PROOFING
RAFT AS/STR.
OUTSIDE
LVL+350
L
PL. LVL
LVL+000
FRONT COMPOUND WALL
0.23 THICK & 1.5 M HIGH COMPOUND WALL
16.30
6.70
S3
N
30.00 16.30
0.75
3.60
TREE-2
P
S1
REAR SETBACK 3000 WIDE
2.90
2.90
LVL. + 600
Setback Line S1
10.69
5.00 5.00
3.00
16.30
5.00
31.38
31.38
31.38
P1
--
16.51
M
BEAM
2.00 W1 3.00 0.90 BOTTOM WINDOW
2.00
L1
BEAM
W2 1.80 1.50 BOTTOM WINDOW
G.T G.T G.T BEAM
V 1.50 1.50 BOTTOM VENTILATOR
7.10
4.06
16.30
P2
5.00
450 MM HEIGHT
PARAPET WALL
G.T
4.06
M.H SL
OP
E
SLO
SLOPE
PE
MUMTY
A
TERRACE
9.39
LVL+20930
STILT FLOOR ENVELOPE PLAN FIRST FLOOR ENVELOPE PLAN MUMTY
7.16
G.T
G.T
TERRACE
2000 ht. Boundry wall
LVL+20930
G.T
E
Setback Line
M.H
2000 ht. Boundry wall
PE
60.00
60.00
450 MM HEIGHT
SLO
E PARAPET WALL
OP
SL
SLOPE
A 16.30
A 16.30
A
16.30 MUMTY -2 TERRACE
G.T G.T
W1 W1 MUMTY -1 TERRACE
ELECTRICAL VEHICLE PANTRY
W1 W1
PANTRY
1050 MM HIGH WALL CHARGING POINT 2.40 x 1.72 2.40 x 1.72 A
13 16 33
D2 57
D2
34 58
35 55
Ladies Toilet
10 30
2.40 x 1.52 60 Ladies Toilet SLOPE
31.38
31.38
40 Dn 50
E
OP
D3 D3
1350x1150
1350x1150
7.10 3.00
SL
25 65 104
5
3.12
0 WIDE
S
SIDE SETBACK 3000 WIDE
G.T G.T 22 46
26.38
Up 45 Up 69 Dn 100 110
1 D2 D2
SIDE SETBACK 300
LVL. + 600
Up
LVL. + 600
Gents Toilet
Gents Toilet
4.01 x 2.40
4.01 x 2.40
RISER =150 RISER =150 RISER =150
TREAD =300 TREAD =300
G2
TREAD =300
G3
WIDTH =1500 WIDTH =1500 WIDTH =1500
95 115
94
Dn 117
D3 D3 D3 D3
RISER =150
M.H TREAD =300
2.90
2.90
ELECTRICAL ROOM ELECTRICAL ROOM WIDTH =1500
W2 3.00X2.90
W2 3.00X2.90
3.00
3.00
G.T
G.T
3000 WIDE ROAD
ELECTRICAL VEHICLE
CHARGING POINT Over Head
Tank
STILT FOR
W1 W1 W1 W1 OPEN TERRACE
PARKING INFORMATION TECHNOLOGY SERVICE INFORMATION TECHNOLOGY SERVICE 10000 LTR. LVL+18000
31.38
31.38
31.38
15840 x 30900
31.15
W1 W1 W1 W1
1050 MM HEIGHT
PARAPET WALL
G.T G.T G.T
2.00
2.00
CHARGING POINT
9.00
9.00
FCD
FCD
2.00
16.87 RISER =150 LIFT
FCD
TREAD =300 RISER =150
WIDTH =1500 TREAD =300 2000 x 2000
G1
WIDTH =1500
R.W.H.
2.77
Up
3.00
3.00
Dn
5 25
65
ENTRY 40 50
SEVER LINE
1.00
TO OPEN
TO MAIN
S EXIT 117 Dn
DRAIN
21
94
W1 W1
LVL.±00 LVL.±00 10 30 60 115 95
4.50 35 55
4.50 34 58
13 33 57
16
RISER =150 110 100
TREAD =300
W1 W1 WIDTH =1500 W1 W1
SLOPE
1500 MM WIDE PROJECTION AT ROOF LVL.
KH 0x4
1050 MM HIGH RAILING
45
1050 MM HIGH RAILING
UR 50
RISER =150
RA
TREAD =300
STILT/ GROUND FLOOR PLAN FIRST FLOOR PLAN FLOOR02,FLOOR03,FLOOR04-TYPICAL 1050 MM HEIGHT PARAPET WALL
A