1. 01
PROPOSED D TYPE 3 BLOCK
PROPOSED C TYPE 2 BLOCK
NEWLY CONSTRUCTED
C TYPE 2BLOCK
OF IB VALLEY AREA
NEWLY COSTRUCTED
24 NO C TYPE OF ORIENT
AREA
PROPOSED
OFFICERS
CLUB
BUILDING
ENTRY
ROAD
LOCATION PLAN FOR 'D' TYPE ,C TYPE AND CLUB AT
ORIENT AREA
2. 0.250
1.5to1.8mtr
0.350
0.100
0.600
0.375
0.250
P.L
G.L
Typical Brick Foundation details
for bondary wall
G.L
P.L
PCC 1:3:6
250 mm
250mm
16mm bar
8mm Strp.
@250 c/c
1.400
1.200
0.150
0.300
0.750
1.000
0.150
12 mm bar @150 mm
c/c bothways
8 mm strp@
250c/c
16 mm 4 no at corner
0.050
0.375
0.075
8mm strp@150c/c
8mm bar 2no
at corner
0.0750.825
Roof slab
Half B/w
150x250mm
RCC band 250mm wide x
75 mm thick
0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150
DETAILS OF PARAPET WALL ON ROOF TOP
0.100
0.900
SECTION COLUMN
0.450
Scale MKA
1 : 20
B/W & COL. DETAILProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 20
COL,B/W Boundary wall
1
3. B5
B3
B4
B2
2.0503.8502.300
DETAILS OF ROOF AND
BEAM AT Lev 3.90 mtr.
4.100
6.550
3.750
4.700
1.800 2.3002.050
5.250
3.850
4.550
3.151
1.250
2.825
1.099
1
2
3
4 5
6
7
3.850
4.250
2.275
1.185
0.450
2.920
1.800
1.450
3.500
4.900
4.850
4.250
Inverted Beam,B6
B3
DETAIL OF ROOF AND
BEAM AT LEV 2.4 mtr
4.800
DETAIL OF ROOF AND
BEAM AT LEV 5.4 mtr
4.800
3.500
3.000
5.350
3.683
2.825
4.100
0.817
1.650
5.050
3.683
2.525
6.150
3.450
1.600
Scale MKA
As indicated
ROOF & BEAM DETAILProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 75
ROOF AND BEAM DETAIL
AT 3.90 mtr1
1 : 50
ROOF DETAIL AT LEV 6.3
mtr2
4. 3
A
B
C
D
F
G
H
I
C1
C2
D1
G1
E
16.599
m²
MASTER BED
14.949
m²
CHILDREN BED
3.102 m²
TOILET
3.960 m²
TOILET
2.716 m²
DRESS
10.700
m²
SERVANT ROOM
21.780
m²
TERRACE
2.531 m²
TOILET
10.700
m²
Area
2.531 m²
Area
4.550 4.300 1.250
4.300
6.050
4.200
-
---
2a
Scale MKA
1 : 75
FLOOR AREAProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 75
Roof 3.9 mtr
1
5. 0.300
4.850
0.350
B5
5.100
0.350
B6
1.800
0.300
B3
3.250
0.300
B1
0.300
B2
SECTION 3-3
6
6
2 12mm Alth.
2 -16mm
Alth.
2 no 12
mm bar
16mm 2 no
8 mm strp @
200c/c
300
250 mm
3
3
2 12mm Alth.
2 -16mm
Alth.
300
16mm 2 no
250 mm
8 mm strp
@200c/c
SECTION 6-6
SECTION 8-8
2 no 12
mm bar
8 mm strp
@200c/c
300
250 mm
4
4
3 no 16 mm bar
12 mm 2 no
8 mm strp.
@200c/c
SECTION 4 - 4
6
6
3
3 5
5
12 mm bar 2 no
3.500
2 no 12 mm alth.
2 no 12 mm alth.
8 mm strp
@20c/c
SECTION 7-7
3.857 B4
0.35m
3no 16 mm bar
2 no 12 mm
alth.
8 mm strp
@200c/c
SECTION 5-5
2 no16 mm
alth.
Scale MKA
1 : 25
BEAM DETAILProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 25
Section ,beam
1
6. 2.7003.2002.9501.450
2
1
4 5 6 7
A
B
C
D
F
G
H
I
2 4a3
C1
C2
D1
1a
G1
E
2.600
0.900
4.100
3.650
0.900
0.450
4.100
6.8750.000
2.950
0.900
9.400
4.200
0.900
0.900
0.900
0.900
0.900
0.600
0.900
2.4252.150
4a
2.921
4.200
C1F1 C1F1
C1F1
1.850
3.650
1
4
5 6
7
2
31a
G
G
G.L
P.L BEAM
Sand filling 75mm
PCC1:3:6 100mm
finshing 15 mm
to 20 mm m.m
0.150
0.250
0.250
0.2500.960
0.900
0.375
0.500
0.625
0.750
0.190
PCC 1:3:6
0.250
1.050
P.L
0.150
0.000
0.150
Scale MKA
As indicated
EXCAVATION PLANProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 75
EXCAVATION PLAN FOR 1
UNIT1 1 : 20
TYPICAL BRICK
FOUNDATION DETAIL2
7. 1
4
5 6 7
A
B
C
D
E
F
G
H
I
1a
2 3
D1
E
2.550
4.250
3.800
0.750
0.450
3.350 4.250
4.700
2.800
1.050
2.750
9.550
6.775
4.500
4.350
4.000
4.050
3.100
2.500
2.000
4a
G1
C1
C2
2
0.900
0.750
0.625
0.500
0.375
0.450
0.450
0.900
0.750
0.625
0.500
0.375
0.250
C.L C.L
Scale MKA
1 : 75
B/W DETAILProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 75
FOUNDATION DETAIL OF
B/W 7501
plan view typical juction
2
8. 1 4 5 6 7
A
B
C
D
E
F
G
H
I
2 4a3
C1
C2
D1
1a
G1
3.4752.425
4.375
0.450
3.925
4.175
3.875
4.375
1.175
2.675
2.875
4.638
1.875
0.625
3.225
6.713
4.500
4.488
2.875
1
2
1a
4
3 5 6
7
4a
1.400
1.400
6.163
2.563
Scale MKA
1 : 75
B/W DETAILProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 75
FOUNDATION DETAIL OF
B/W 6251
9. 1 5 6 7
A
B
C
D
F
G
H
I
2 4
a
3
C1
C2
D1
1a
G1
E
4.500
4.050
2.2993.6012.550
1.300
3.000
4.575
9.600
3.750
4.300
6.300
4.500
3.350
2.6001.750
0.500
0.500
1.550
0.450
4
E
11a
2
3 4 5 6 7
0.500
6.650
Scale MKA
1 : 75
B/W DETAILProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 75
FOUNDATION DETAIL OF
B/W 5001
10. 3.475
4.800
0.373
1 4 5 6 7
A
B
C
D
F
G
H
I
2 4a3
C1
C2
1a
G1
E E
11a
2a
4 5 63
4a
2a
D1
2.6880.875
6.425
4.175
9.725
1.675
3.125
1.4252.425
4.488
3.625
4.500
6.613
4.625
2.1753.725
0.825
Scale MKA
1 : 75
B/W DETAILProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 75
FOUNDATION DETAIL OF
B/W 3751
11. 2.650
shelf
Scale MKA3 D viewsProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
section cut at plinth
1
3d view typical juction
2
16. 1
1
3
3
5
5
6
6
A
A
B B
C C
D D
F F
G
H H
I
2
2
4
4
C1 C1
C2
C2
D1
D1
1a
1a
G1
G1
E E-
---
2a
7
7
4a
8
8
9
9
10
10
11
11
12
12
13
14
14
X
X1
X1
Y
Y1 Y1
4.200
3.600
24.050
16.350
10.800
7.700
4.775
16.350
0.450
1.800
2.600
4.250
4.850
2.763
1.500
2.0503.850
4.300
2.950
3.000
1.550
2.300
3.000
4.800
3.600
4.250
4.750
1.550
S.T
S.P
2.000
1.000
S.T
LIVING
ROOM
DINING
HALL
GUEST
ROOM
TOILET
SPACE
KITCHEN
STORE
GARRAGE
VERANDAH
OP
OP
D1
S
W2
W2
W
W1
W4
W5
W3b
W3b
W4
1.250
A.C cabinate
D3
D1
D1
D2
D1
D1
W4
Chajja
600mm
4.500
PLINTH BEAM
375x150mm
FLOOR DETAIL
CERAMIC TILE
CERAMIC TILE
CERAMIC TILE
TILE
CERAMIC TILE
TILE
IPS
FLOOR
IPS FLOOR
COURT YARD IPS FLOOR OVER PCC1:3:6
IPS
FLOOR
P
A
T
H
W
A
Y
P
A
T
H
W
A
Y
PCC1:2:4
PAVEMENT
50 mm thick
over PCC1:3:6
in pathway
ips floor over
tread ,landing
and roof projn
of stair
case
LAWN TOP FINISH WITH
GRADED EARTH, and
SAND FILL
DWARF BRICK WALL
PLINTH PROTECTION
50 mm thick
STEPS
1.450
5.000 3.850 1.250 3.250
0.6001.4502.0502.0502.0501.8002.8001.625
1.800 4.450 2.600 1.250 3.250
Scale MKA
1 : 100
PLANProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 100
PLAN
1
17. 1 5 62 41a 2a 74a 8 9 10 11 12 13 14 X1
0.750
Typ.ht.
it must be
maintained
2.050
2.400
3.000
3.1503.150
2.400
0.900
0.900
2.100
0.9006.300
Garrage Roof
Roof at 3.9mtr
Roof at 5.4m
Roof at 6.3 mtr
Roof at 7.05mtr
Parapet
P.L beam
G.L
P.L for
Garrage
GRADED EARTH AND
SAND FILLING
Boundary
wall
1.800
Partition wall
1.300
G.L
Scale MKA
1 : 100
CROSS SECTIONProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 100
TYPICAL FOUNDATION
AND FILLING DETAILS1
18. UP
1
3
5 6
A
B
C
D
F
G
H
I
2 4
C1
C2
D1
1a
G1
E -
---
6.441 m²
Area
15.570
m²
Area
16.178
m²
Area
4.680 m²
Area
2.790 m²
Area
9.588 m²
Area
13.366
m²
Area3.286 m²
Area
20.514
m²
Area
KIT.
GUEST BED
TOILET
STORE
LIVING
DINING
GARRAGE
VER
SPACE
107.969
m²
AreaIPS FLOORING , COURT YARD AREA
41.107
m²
Area
PAVEMENT
125.367
m²
Area
LAWN AREA
2a
74a
X
Y
Y1
Scale MKA
1 : 100
AREA PLANProject Name :CONSTUCTION OF D TYPE Qtr. AT ORIENT AREA ( MCL).
1 : 100
P.L.750mm
1
19. Project Location LOCTION PLAN FOR PROPOSED CTYPE AND D TYPE QTR AT ORIENT AREA A 01PAGE DESCRIPTION
Proposed location
for 3 block of D type
qtr.
PROPOSED 2 BLOCK
OF C TYPE QTR
OF O.A.
NEW ROAD
MRS COLONY
CGM OFFICE O.A
R
O
A
D
DTYPE
DTYPE
EXISTING NEW C TYPE O.A
24 UNIT(4BLOCK)
PROPOSEDLOCATION
FOROFFICERCLUB
EXISTIN ROAD
EXISTING C TYPE QTR
IB VALLEY AREA
12 UNIT (2 BLOCK)
47.45m
16.71 m
59.50m
67.85m
108.18m
87.98 m
117.69m
Drain'A'
Drain'A'
Drain'B'
42.33m
39.30 m
43.65 m
Drain'B'
Drain'A'
Drain'A'
ENTRANCE
COLONY
PROPOSED LOCATION/LAYOUT PLAN FOR C AND D TYPE Qtr AT ORIENT AREA