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MODEL MADE BY : ADIBA MAHROZE HOQUE
PROJECT :HUNJ KUNJ
MODEL MADE BY : ADIBA MAHROZE HOQUE
PROJECT :HUNJ KUNJ
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054
Phone 079-27454537 Fax 079-27452006
E-mail sangathad1@sancharnet.in
Key Plan
HANJ KUNJ HABITAT
Project
Title
Checked :
Dealt :
Scale :
Date :
A R C H I T E C T S A N D P L A N N E R S
Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.
Rajeev Kathpalia
ADIBA MAHROZE HOQUE
12/31/10
N
9M WIDE ROAD
0.94.73.4
9M WIDE ROADWET LAND
+ 1.75 ROAD LVL
+ 0.0 MONSOON WATER LVL
- 0.48 SUMMER WATER LVL
- 0.15 WINTER WATER LVL
VILLAGE ROAD SECTION ED-12
4.3 5.5
+ 1.75 ROAD LVL
+ 0.0 MONSOON WATER LVL
- 0.48 SUMMER WATER LVL
- 0.15 WINTER WATER LVL
EXISTING WATER BODY SITE BOUNDARY WET LAND SECTION ED-10
ED-2
A-1.1
ED-2
A-1.1
ED-3
EDGE3 ED-3
EDGE3
ED-4
A-1.1
ED-4
A-1.1
ED-5
A-1.1
ED-5
A-1.1
ED-1
A-1.1
ED-1
A-1.1
ED-6
A-1.1
ED-6
A-1.1
ED-7
A 1.1
ED-7
A 1.1
ED-8
A 1.1
ED-8
A 1.1ED-9
A 3.1
ED-9
A 3.1
ED-10
A 3.1
ED-10
A 3.1
ED-12
A 1.1
ED-12
A 1.1
ED-11
A 1.1
ED-11
A 1.1
00
+30+60
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-30
-60
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-120
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-180
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-240
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-240
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00
00
-30
-30
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-60
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-210
-240
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-270
-270
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00
00
00
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-30
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-90
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-210
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-180
-180
-270
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-270
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-270
00
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-30
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-90
-90
-120
-120
-120
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00
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00
00
00
00
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+60
+90 +90+120
+120
+150
+150
+150
+150
+30
00
+180
-30
-30 -30
-30
-30
-60
-60 -60
-60
-90
-90
-120 -120
-120
-120
-150
-150
-150
-150
-180
-180
-180
-180
-90 -90
-210
-210
-210
-210
-240
-240
-240
-240
-240
-240
-240
-240
-240
-240
-240
-240
-240
-240
-240
-240
00
00
00
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00
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+90
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+120
+120
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+150
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+180
-30
-30
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-60
-60
-60
-90
-90
-90
-120
-120
-120
-150
-150
-150
-180
-180
-210
-210
00
00
+30
+30
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+90
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+120
+120
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+150+180
+30
00
-30
-30
-30
-60
-60
-90
-90
-120
-120
-120
-150
-150 -180
-180
-120
-90
-90
-60-60
-30-30
00
00
+30
+60
+90
+120
+150
00
00
00
00
+30
+30
+30
+30
+60
+60
+60
+60
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+90
+90
+120
+120
+120
+120+90
+90
+90
+120
+120
+60
+30
00
+150
+150
+150
+150+150
+180
+30
+30
+60
00
00
00
00
00
+30
+30
+60
+60
+90
+90
+120
+120
+120
+120+150
+150
+150
+150
+180
-30
-30
-30
-30
-30
-30
-60
-60
-60
-60
-60
-90
-90
-90
-90-120
-120
-120
-120
-120
-60
-90
-90
-120
-150
-150
-150
-150
-150
-150
-180
-180
-180
-180
-180
-180
-210-210
-210
-210
-210
-210
-240
-240
-240
-240
-270 -270
-270
-300
-300
-300
-300
-300
-300
-300
00
0000
00
00
+30
+30
+30
+30
+30
+30
+30
00
00
+60
+60
+60
+60
+60
+60
+60
+90
+90
+90
+90
+90
+90
+90
+120
+120
+120
+120
+120
+120
+120
+120
+120
+120
+120
+60+90
+120
+150
+150
+150
+150
+150
+150
+150
+150
+150
+150
+180
+210
+180
+90
+60
+30
00
+60
+30
+30
00
00
-30
-30
-30
-30
-30
-30
-30
-60
-60
-60
-60
-60
-60
-90
-90
-90
-90
-90
-120
-120
-120
-150
-150
+150
+120
+90
+90
+60
+60
+150
+150
+180
+180
+210
+120
+150
+90
+60
+30
00
+210
+210
+180
+150
00
+30
+60+90
+120
+150
00
00
+30
+30
+60
+60
+90
+120
+150
-30
-30
-30
-30
-30
-60
-60
-60
-60
-30
-30
-60
-60
-60
-60 -30
-90
-90
-90
-90
-90
-90
-90
-120
-120
-120
-120
-120
-120
-120
-150
-150
-150
-180
-180
-180
-210
-210
-210
-150
-150
-150
-150
-180
-180
-180
-210
-210
-210
-210
-180
-240
-240
+30
+30
00
00
+60
+60
+90
+90
+90
+120
+120
+150
+180
00 00
00
00
00
+30
+30
+60
+60
+90
+90
+120
+120
+150
+150+150+150
+180
-30
-30
-30
-30
-30
-30
00
-30
-60
-60
-60
-60
-60
-60
-90
-90
-90
-90
-90
-90
-120
-120
-120
-120
-150
-150
-150
-180
-180
-180
-210
-210
-210
-210
-240
-240
00
00
+30+30
+60
+60
+90
+90
+120
+120
+150
-30
-30
-60
-60
-90
-90 -120
-120
-150 -150
-180
-210
-210
-180
-150
-120
-90
-60
-30
00
+30
+60
+90
+120
+120
+120
+150
+150
+150
+180
+30
00
-30
00
-30
-60
+30
+60
+90
+120
+150
00 -30
-60
+30
+60
+90
+120
+150
6.3 0.9 4.7 3.4
9M WIDE ROAD
4.9
+ 1.75 ROAD LVL
WETLAND WETLAND
+ 0.0 MONSOON WATER LVL
- 0.48 SUMMER WATER LVL
- 0.15 WINTER WATER LVL
SECTION ED-5
9M WIDE ROAD
2.6 8.3 2.7
9M WIDE ROAD
0.9 4.7 3.4 0.94.73.4
+ 1.75 ROAD LVL
WETLAND CANAL
+ 0.0 MONSOON WATER LVL
- 0.48 SUMMER WATER LVL
- 0.15 WINTER WATER LVL
+ 0.0 MONSOON WATER LVL
- 0.48 SUMMER WATER LVL
- 0.15 WINTER WATER LVL
SECTION ED-2
0
9M WIDE ROAD
3.7 0.9 4.7 3.4 4.8
WET LAND WET LAND
+ 1.75 ROAD LVL
+ 0.0 MONSOON WATER LVL
- 0.48 SUMMER WATER LVL
- 0.15 WINTER WATER LVL
SECTION ED-8
12M WIDE ROAD
2.95.53.6 4.8
WETLAND
+ 1.75 ROAD LVL
+ 0.0 MONSOON WATER LVL
- 0.48 SUMMER WATER LVL
- 0.15 WINTER WATER LVL
2.95.53.6
9M WIDE ROAD
+ 1.75 ROAD LVL
+ 0.0 MONSOON WATER LVL
- 0.48 SUMMER WATER LVL
- 0.15 WINTER WATER LVL
SECTION ED-4
6.3 0.9 4.7 3.4
9M WIDE ROAD
4.9
+ 1.75 ROAD LVL
WETLAND WETLAND
+ 0.0 MONSOON WATER LVL
- 0.48 SUMMER WATER LVL
- 0.15 WINTER WATER LVL
SECTION ED-5
8
A 3.1
8
A 3.1
1
A 3.1
1
A 3.1
6
A 3.1
6
A 3.1
4
A 4.1
4
A 4.1
5
A 4.1
5
A 4.1
11
A 3.1
11
A 3.1
10
A 3.1
10
A 3.1
2
A.4.1
2
A.4.1
6
A 4.1
6
A 4.1
7
A 4.1
7
A 4.1
a2
A 3.1
a2
A 3.1
a1
A 3.1
a1
A 3.1
a3
A 3.1
a3
A 3.1
a5
A 3.1
a5
A 3.1
a4
A 3.1
a4
A 3.1
a8
A 3.1
a8
A 3.1
a7
A 3.1
a7
A 3.1
a6
A 3.1
a6
A 3.1
a9
A 3.1
a9
A 3.1
a10
A 3.1
a10
A 3.1
a11
A 3.1
a11
A 3.1
a12
A 3.1
a12
A 3.1
LVL -2.40 M
LVL -4.35 M
LVL -2.40 M
2
LVL -2.15 M
LVL -2.15 M
LVL -5.4 M
LVL -4.9 M
LVL -1.9 M
LVL -1.9 M
LVL -4.9 M
MONSOON
0 100 300 600
0 100 300 600
0 100 300 600
0 100 300 600
0 100 300 600
0 100 300 600
0 100 300 600
ED-8 SECTION
Scale - 1:100
ED-2 SECTION
Scale - 1:100
ED-12 SECTION
Scale - 1:100
ED-5 SECTION
Scale - 1:100
ED-10 SECTION
Scale - 1:100
ED-8 SECTION
Scale - NOT TO SCALE
SITE PLAN
Scale - 1:3000
ED-3 SECTION
Scale - 1:100
ED-5 SECTION
Scale - 1:100
ED-4 SECTION
Scale - 1:100
EDGE CONDITION SECTION
AS SHOWN
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054
Phone 079-27454537 Fax 079-27452006
E-mail sangathad1@sancharnet.in
Key Plan
Redevelopment Of Bhadra
Precinct
Project
Title
Checked :
Dealt :
Scale :
Date :
A R C H I T E C T S A N D P L A N N E R S
Layout
B N PANCHAL
ADIBA M HOQUE
31/12/10
830
600
Y2 Y3 Y5 Y6 Y7 Y8 Y9 Y10 Y11
+600
+170
+43
221.1 788.2 638.9 43 47.3 30 1,496.8 30 70 30 2,259.7 30 51 43 1,024.8 374.6
SHOP PLAZA SEATING DRAIN 1,496.8 WATER CHANNEL UCO BANK FOUNTAIN DRAIN SEATING PLAZA SHOP
Y4
Y4Y7 Y6Y8Y9 Y5
SHOP PLINTH 263.6 43 52 30 903 30 70 30 1,088.7 30 56 43 175 SHOP
+1220
+600
+43
+0.00
SHOP PLINTH 263.6 43 985 130 1,174.6 218 SHOP
SHOP PLINTH
SHOPPING ARCADE
SEATING PLAZA WATER CHANNEL PLAZA SEATING SHOPPING ARCADE SHOP
0 100
AA
A2.2
SECTION THROUGH KARANG BAUG
Scale - 1:200
BB
A2.2
SECTION
Scale - 1:100
CC
A2.2
SECTION
Scale - 1:100
EXPERIMENTATION WITH DIFFERENT LIGHTING OPTIONS
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054
Phone 079-27454537 Fax 079-27452006
E-mail sangathad1@sancharnet.in
REDEVELOPMENT OF BHADRA
PRECINT
Project
Title
Checked :
Dealt :
Scale :
Date :
A R C H I T E C T S A N D P L A N N E R S
B N PANCHAL
ADIBA M HOQUE
31/12/10
Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.
KEY PLAN
N
9900
9960
9972
+9900
+9940
+9960
+10206
+10456
2M WIDE AWNING
O.5M WIDE
BILLBOARD
+9987
+9945
+9940
+9900
+9940
+9900
+9940
+9960
+10206
+10456
PORTALS
UNDERGROUND SERVICES TREE PIT WITH SEATLIGHT POSTWALK WAY UNDERGROUND SERVICES
SHOPPING STREET
SHOP
SHOP
60.00
2,823.44
70.00226.00
+40
+90
+40
+40
+40
+70
+90
+70
+40
+40
+60
+40
+55
+40
±0.000
±0.000
+90
±0.000
+40
+80
+70
+60
+90+90
+45
+40 +40
+45
+45
+60
+45
EE
EE
cc
cc
EXISTING ROAD LEVEL
SET AS +_0.00M 20X20X10 COBBLE STONE
10X10X10 STONE
10X10X10 COBBLE
STONE
S H O P S
S H O P S
SHOPPING STREET
SHOPPING STREET
KALI LIGHT
FIXTURES
TREE PIT WITH SEATING
LAMP POST
PORTALS
BOLLARDS
WALKWAY
SHOPPING STREET
SHOPPING STREET
S H O P S
S H O P S
BOLLARDS
MANHOLE
MANHOLE
PORTALS
PORTALS
PORTALS
SEATING
SEATING
SEATING
SEATING
0 100 300 600
0 100 300 600
0 100 300 600
EXISTING ENTRY AND TRANSPORTATION NODE
EXISTING CIRCULATION AND HOLDING PATTERN
EE PROPOSAL SECTION (OPTION)
Scale - 1:100
CC PROPOSAL SECTION (OPTION)
Scale - 1:100
1 DETAIL PROPOSAL SECTION ( OPTION)
Scale - 1:100
SITE ANALYSIS
PROPOSAL OPTION &
SITE ANALYSIS
AS SHOWN
Sangath, Drive-In Road, Ahmedabad - 380054
Phone 079-27454537 Fax 079-27452006
E-mail sangathad1@sancharnet.in
Key Plan
REDEVELOPMENT OF BHADRA
PRECINCT
Project
Title
Checked :
Dealt :
Scale :
Date :
A R C H I T E C T S A N D P L A N N E R S
B.N panchal
Adiba Mahoze
12/31/10
DRAWING AND DESIGN ARE THE PROPERTY OF VASTU SHILPA CONSULTANTS AND ARE NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION
45
CONCRETE
STEEL RAILING
STEEL GRILL
0
350
350
43
191
157
191
4644
90
15 7.00 45
35945
1035
20
18.5 8 18.5
45
45
45
20
A A
24 8 24
18 6.0 8.0 6.0 18
1035
20
10
23
130
231023
130
23
10
382
314
43
2815
86
788
23 3 43
6 10 45
431313
15 15 120 15 15
180
43
2815
43
28151132
431132
86
180
160
15
7
45
230.5
180.00
BB
43
157
10
23
125
23
10
191
43
188
246
55
C C
1 TOP VIEW
Scale - 1:20
GRANITE BENCHES
MANHOLE COVER
2 PLAN AT 35
Scale - 1:20
3 FRONT ELEVATION
Scale - 1:20
1 TOP VIEW
Scale - 1:20
2 FRONT ELEVATION
Scale - 1:20
3 SIDE ELEVATION
Scale - 1:20
1 TOP VIEW (CIRCULAR BENCH)
Scale - 1:20
CC SECTION
Scale - 1:20
1 TOP VIEW ( SQUARE STOOL)
Scale - 1:20
AA SECTION
Scale - 1:20
BB SECTION
Scale - 1:20
2 FRONT ELEVATION
Scale - 1:20
1 TOP VIEW (CIRCULAR BENCH WITH BACK REST)
Scale - 1:20
TREE PIT
1 TOP VIEW (CIRCULAR BENCH)
Scale - 1:20
2 FRONT ELEVATION (OPTION 1)
Scale - 1:20
3 FRONT ELEVATION (OPTION 2)
Scale - 1:20
3 TREE PIT PLAN
Scale - 1:50
3 TREE PIT SECTION
Scale - 1:50
STREET FURNITURE
NOT TO SCALE
CONCRETE BENCHES
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054
Phone 079-27454537 Fax 079-27452006
E-mail sangathad1@sancharnet.in
Key Plan
REDEVELOPMENT OF BHADRA
PRECINTS
Project
Title
Checked :
Dealt :
Scale :
Date :
A R C H I T E C T S A N D P L A N N E R S
B N PANCHAL
ADIBA M HOQUE
31/12/10
Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.
1
A15.1
4
A15.1
165600
+765.0
20456
±0.0 ±0.0
+85.0
+66.0
+165.0
+395.0
+190.3
-255.0
260185
+535.0
+175.0
+395.0
+535.0
+765.0
EXISTING PLINTH
EXISTING UCO BANK BASEMENT
2
A15.1
3
A15.1
8030
260110
11.5
23
10
2.5
10
55
5
129.571027.93
3.5 3 3.5
10CM THICK
MARBLE
5MM X 5MM
GROOVE
10CM THICK P.C.C
EXISTING BRICK
WALL
RAMMED EARTH
2.5CM THICK
MORTAR
TONGUE AND
GROOVE JOINT
20CM R.C.C
RETAINING WALL
1.25CM X 1.25CM TONGUE AND GROOVE
2.5CM THICK MARBLE
15CM THICK CONCRETE SLAB
20 63.08 23 84.78
7 11 60 11 7
96
10 58 10
78
16520
POLYCARBONATED
SHEET
PERFORATED
MS SHEET
2.5CM GRANITE
SHEET
7X0.6 CM MS FLAT
2.5CM MORTAR
AIR GAP
EXISTING SLAB
SKYLIGHT
46.516.516.516.516.516.5
16.5 16.5 16.5 16.5 16.5 20
5 5
3.5 3 3.5
5
3
6.5
129
10.7
45°
5CMx 5CM
TONGUE & GROOVE
16.5X16.5 CASCADE
2.5CM MORTAR
BRICK MASONARY
3CMx 3CMTONGUE
& GROOVE JOINT
1.25CMx 1.25CM
TONGUE & GROOVE
73255
3.5 3 3.5
10
1030
WATER TROUGH
BRICK MASONARY
2.5CM MORTAR
10CM MARBLE
5MM X5MM GROOVE
16.5 16.5 20
3
6.5
1.251.2510.719.3
1616.5
16.5
32.5
45°
2.5CM MORTAR
POLISHED GRANITE
3CMx 6.5 CMTONGUE
& GROOVE JOINT
1.25CMx 1.25CM
TONGUE & GROOVE
0 10 20 500 10 20 50
3
A.15.2
SECTION OF UCO BANK
Scale - 1:100
1
A.15.2
DETAIL
Scale - 1:20
3
A.15.2
DETAIL
Scale - 1:20
1
A.2.1
PLAN AT +535 LEVEL
Scale - 1:100
WATER CAPACITY -57m3
WATER CAPACITY -112m3
3
A.15.2
DETAIL
Scale - 1:10
2
A.15.2
DETAIL
Scale - 1:20
5
A.15.2
SIDE STONE
Scale - 1:10
UCO
BANK
UCO BANK DETAIL & 3D VIEW
NOT TO SCALE
X43
X43
X42
X42
X41
X41
X40
X40
X39
X39
X38
X38
Y8Y8
Y7Y7
Y6Y6
Y5Y5
Y4Y4
Y9Y9
Y3Y3
16.5
90
79
121
79
121
134.1
121
140.6
121
79
96
79
96
93
121
93
121
79
104.8
79
104.8
94
100.4
66.4
116.7
70
119
120
110
120
40 94 40
22
124
22
89.4
124
20
30 76 53 53 53 201.6 212 16.5 16.5
16.5 16.5
16.5
20
1,378.5 1,318.8 54.854.8 79.5 30.3
208 632 840 840 840 607 233
3089535353232.5211102.51,459
375.8
453.7
101.2
161.1
1,718.6
29
297.5
534.3
1,727.9
181.2
105.1
2,885
30 76 159 413.6 102.5 2,835 141.4
104.5
104 33 73 33 73 33 73 33 76 30
30
109
106
106
106
104
104.5
3089159232.52111,944.1102.5640.62035353537030
150690840198198840840259
102.5 1,546.1 579.5
1,648.4 579.5
47 793 840 595 245
4,558
±0.00
+66
+49.5
+33
+16.5
+36
+36+66
±0.00
+82.77±0.00
+395
+395
+395
+395
+395 +395
+395
+535
+535
+535
+535
+735
+735
+735
+735 +735R 1,541.9
2
A 3.1
2
A 3.1
EXISTING UCO BANK BASEMENT
WATER TROUGH
GRANITE SLAB
GRANITE WATER CASCADE
20418.5102.3
520.6
+104
+390
+82.5
+148.5
+165.5
3
A 3.1
3
A 3.1
SKY LIGHT
GLASS FOUNTAIN
0 100 300 600
0 100 300 600
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054
Phone 079-27454537 Fax 079-27452006
E-mail sangathad1@sancharnet.in
Key Plan
Redevelopment Of Bhadra
Precinct
Project
Title
Checked :
Dealt :
Scale :
Date :
A R C H I T E C T S A N D P L A N N E R S
Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.
B N PANCHAL
ADIBA M HOQUE
31/12/10
420
C
A 2.2
C
A 2.2
B
A 2.2
B
A 2.2
RIVER WASHED
GRANITE
1.3 CM MORTAR
JOINT
POLISHED
GRANITE STRIP
40X168X5
1.3 CM MORTAR
JOINT
COBBLES
10X10X10
STORM WATER
DRAIN
2033532033533343203343204333533340434333202040
40 800 40
880
880
43
420
420
D
A 2.2
D
A 2.2
RIVER WASHED
GRANITE
1.3 CM MORTAR
JOINT
COBBLES
10X10X10
COBBLES
10X10X10
POLISHED
GRANITE STRIP
40X168X5
433343402043335333205320203320335333432043334340
40 800 40
880
880
166.7
RIVER WASHED
GRANITE
1.3 CM MORTAR
JOINT
POLISHED
GRANITE STRIP
40X168X5
1.3432033532033533343203343204333533340444333202040
420420
40 800 40
880
880
10 86 10
RIVER WASHED
GRANITE
1.3 CM MORTAR
JOINT
COBBLES
10X10X10
COBBLES
10X10X10
POLISHED
GRANITE STRIP
40X168X5
40 800 40
4080040
880
880
A
A 2.2
A
A 2.2
1.3 CM MORTAR
JOINT
COBBLES
10X10X10
POLISHED
GRANITE STRIP
40X168X5
40
22.5102.55
10cmx10cmX10
COBBLES
10CM SAND BED
10CM P.C.C
SAND FILLING
RAMMED EARTH
RIVER WASHED GRANITE
4CM MORTAR
1.3 x 1.3 MM GROOVE
10 30 10
3.5 3 3.5
10155
1045
10CM x10CMx10CM COBBLES
10CM THICK SAND BED
10CM THICK P.C.C
RAMMED EARTH
1.3CM THICK MORTAR
1.3CM THICK MORTAR
4cm MS GRILL
5MM X 5MM GROOVE
10CM THICK POLISHED GRANITE
4CM THICK MORTAR
10cmx10cmX10
COBBLES
10CM SAND BED
10CM P.C.C
SAND FILLING
RAMMED EARTH
40x166.7x5 CM POLISHED
GRANITE STRIP
4CM MORTAR JOINT
10
10CM SAND BED
10CM P.C.C
SAND FILLING
RAMMED EARTH
10CM x10CMx10CM
COBBLES
PEBBLES
1
2
3
4
5
123456789
BANKOF
INDIA
1
A2.3
5
A2.3
3
A2.3
PREMABHAI
HALL
KARANJPOLICESTATION
AZAMKHAN'S
PALACEAKUBSHAH'SMOSQUE
TOILET
MF
EXISTINGTOILET
TOBEREMOVED
2
A2.3
4
A2.3
TEENDARWAZA
STATUE
KARANJBAUG
EXISTING
FOUNTAINTO
BEREVIVED
0205393
0205393 0205393 0205393
0205393
0205393
0205393
02053930205393
2
A.2.1
DETAIL (CIRCULAR FLOORING)
Scale - 1:50
3
A.2.1
DETAIL (8x8 grid))
Scale - 1:50
4
A.2.1
DETAIL
Scale - 1:50
1
A.2.1
DETAIL ( TREATMENT OF FLOORING INCASE OF EXISTING TREE)
Scale - 1:50
5
A.2.1
DETAIL ( 8x8 GRID)
Scale - 1:50
A
A.2.3
DETAIL SECTION
Scale - 1:10
C
A.2.3
DETAIL (TREE PIT)
Scale - 1:10
D
A.2.3
DETAIL SECTION
Scale - 1:10
B
A.2.3
DETAIL SECTION (STORM WATER DRAINAGE)
Scale - 1:10
STONE TYPES
RIVER
WASHED
GRANITE
20 x20/33/43/53x5
33x33/43/53x5
43x43/53x5
53x53x5
NAMESYMBOL DIMENSION ( CM)
SQUARE
COBBLES
10x10x10
SQUARE
COBBLES IN
CIRCULAR
PATTERN
10x10x10
POLISHED
GRANITE STRIP
40x168x5
NOT TO SCALE

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Sangath Internship

  • 1. MODEL MADE BY : ADIBA MAHROZE HOQUE PROJECT :HUNJ KUNJ
  • 2. MODEL MADE BY : ADIBA MAHROZE HOQUE PROJECT :HUNJ KUNJ
  • 3. N VASTU - SHILPA CONSULTANTS Sangath, Drive-In Road, Ahmedabad - 380054 Phone 079-27454537 Fax 079-27452006 E-mail sangathad1@sancharnet.in Key Plan HANJ KUNJ HABITAT Project Title Checked : Dealt : Scale : Date : A R C H I T E C T S A N D P L A N N E R S Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission. Rajeev Kathpalia ADIBA MAHROZE HOQUE 12/31/10 N 9M WIDE ROAD 0.94.73.4 9M WIDE ROADWET LAND + 1.75 ROAD LVL + 0.0 MONSOON WATER LVL - 0.48 SUMMER WATER LVL - 0.15 WINTER WATER LVL VILLAGE ROAD SECTION ED-12 4.3 5.5 + 1.75 ROAD LVL + 0.0 MONSOON WATER LVL - 0.48 SUMMER WATER LVL - 0.15 WINTER WATER LVL EXISTING WATER BODY SITE BOUNDARY WET LAND SECTION ED-10 ED-2 A-1.1 ED-2 A-1.1 ED-3 EDGE3 ED-3 EDGE3 ED-4 A-1.1 ED-4 A-1.1 ED-5 A-1.1 ED-5 A-1.1 ED-1 A-1.1 ED-1 A-1.1 ED-6 A-1.1 ED-6 A-1.1 ED-7 A 1.1 ED-7 A 1.1 ED-8 A 1.1 ED-8 A 1.1ED-9 A 3.1 ED-9 A 3.1 ED-10 A 3.1 ED-10 A 3.1 ED-12 A 1.1 ED-12 A 1.1 ED-11 A 1.1 ED-11 A 1.1 00 +30+60 +90 +120 +150 -30 -60 -90 -120 -150 -180 -210 -240 00 00 00 00 00 +30 +30 +30 +30 +30 +60 +60 +60 +60 +60 +60 +30 00 +90 +90 +90 +90 +90 +90 +90 +90 +90 +60 +120 +120 +120 +120 +120 +120 +120 +120 +120 +120 +90 +150 +90 +90 +90 +90 +60 +120 +120 +120 +120 +150 +150 +150 +150 +150 +150 +150 +150 +150 +150 +180 +180 -30 -30 -30 -30 -30 -30 -60 -60 -60 -60 -60 -60 -90 -90 -90 -90 -90 -90 -120 -120 -120 -120 -120 -120 -150 -150 -180 -180 -210 -210 -240 -240 +60 +60 +30 +30 00 00 -30 -30 -60 -60 -30 -60 -90 -120 -150 -180 -210 -240 -270 -270 -270 00 00 00 00 +30 +30 +30 +30 +60 +60 +60 +60 +90 +90 +120 +120 +150 +150 -30 -30 -30 -30 -60 -60 -60 -60 -90 -90 -90 -90 -120 -120 -150 -150 -210 -210 -180 -180 -270 -270 -270 -270 -270 -270 00 00 00 -30 -30 -30 -30 00 -60 -60 -60 -60 -90 -90 -90 -90 -120 -120 -120 -120 -150 -150 -150 -180 -180 -180 -210 -210 -210 -240 -240 -270 +30 +30 +30 +30 +60 +60 +60 +60 +60 +60 +30 +30 00 00 +90 +90 +90 +90 +90 +90 +90 +120 +120 +120 +120 +120 +120 +150 +150 +150 +150 +150 +150 +150 +150 +150 +150 00 00 +30 +30 +60 +60 +90 +90 +90 +120 +120 +120 +150 +150 +180 +180 +180 +180 +210 +210 +210 +240 +270 +120 +90 +60 +30 00 00 00 00 +30 +30 +30 +30 +60 +60 +60 +60 +60 +90 +90+120 +120 +150 +150 +150 +150 +30 00 +180 -30 -30 -30 -30 -30 -60 -60 -60 -60 -90 -90 -120 -120 -120 -120 -150 -150 -150 -150 -180 -180 -180 -180 -90 -90 -210 -210 -210 -210 -240 -240 -240 -240 -240 -240 -240 -240 -240 -240 -240 -240 -240 -240 -240 -240 00 00 00 +30 +30 +30 +30 00 +60 +60 +60 +60 +90 +90 +90 +120 +120 +120 +150 +150 +150 +180 -30 -30 -30 -30 -60 -60 -60 -60 -90 -90 -90 -120 -120 -120 -150 -150 -150 -180 -180 -210 -210 00 00 +30 +30 +60 +60 +60 +60 +90 +90 +120 +120 +150 +150+180 +30 00 -30 -30 -30 -60 -60 -90 -90 -120 -120 -120 -150 -150 -180 -180 -120 -90 -90 -60-60 -30-30 00 00 +30 +60 +90 +120 +150 00 00 00 00 +30 +30 +30 +30 +60 +60 +60 +60 +90 +90 +90 +120 +120 +120 +120+90 +90 +90 +120 +120 +60 +30 00 +150 +150 +150 +150+150 +180 +30 +30 +60 00 00 00 00 00 +30 +30 +60 +60 +90 +90 +120 +120 +120 +120+150 +150 +150 +150 +180 -30 -30 -30 -30 -30 -30 -60 -60 -60 -60 -60 -90 -90 -90 -90-120 -120 -120 -120 -120 -60 -90 -90 -120 -150 -150 -150 -150 -150 -150 -180 -180 -180 -180 -180 -180 -210-210 -210 -210 -210 -210 -240 -240 -240 -240 -270 -270 -270 -300 -300 -300 -300 -300 -300 -300 00 0000 00 00 +30 +30 +30 +30 +30 +30 +30 00 00 +60 +60 +60 +60 +60 +60 +60 +90 +90 +90 +90 +90 +90 +90 +120 +120 +120 +120 +120 +120 +120 +120 +120 +120 +120 +60+90 +120 +150 +150 +150 +150 +150 +150 +150 +150 +150 +150 +180 +210 +180 +90 +60 +30 00 +60 +30 +30 00 00 -30 -30 -30 -30 -30 -30 -30 -60 -60 -60 -60 -60 -60 -90 -90 -90 -90 -90 -120 -120 -120 -150 -150 +150 +120 +90 +90 +60 +60 +150 +150 +180 +180 +210 +120 +150 +90 +60 +30 00 +210 +210 +180 +150 00 +30 +60+90 +120 +150 00 00 +30 +30 +60 +60 +90 +120 +150 -30 -30 -30 -30 -30 -60 -60 -60 -60 -30 -30 -60 -60 -60 -60 -30 -90 -90 -90 -90 -90 -90 -90 -120 -120 -120 -120 -120 -120 -120 -150 -150 -150 -180 -180 -180 -210 -210 -210 -150 -150 -150 -150 -180 -180 -180 -210 -210 -210 -210 -180 -240 -240 +30 +30 00 00 +60 +60 +90 +90 +90 +120 +120 +150 +180 00 00 00 00 00 +30 +30 +60 +60 +90 +90 +120 +120 +150 +150+150+150 +180 -30 -30 -30 -30 -30 -30 00 -30 -60 -60 -60 -60 -60 -60 -90 -90 -90 -90 -90 -90 -120 -120 -120 -120 -150 -150 -150 -180 -180 -180 -210 -210 -210 -210 -240 -240 00 00 +30+30 +60 +60 +90 +90 +120 +120 +150 -30 -30 -60 -60 -90 -90 -120 -120 -150 -150 -180 -210 -210 -180 -150 -120 -90 -60 -30 00 +30 +60 +90 +120 +120 +120 +150 +150 +150 +180 +30 00 -30 00 -30 -60 +30 +60 +90 +120 +150 00 -30 -60 +30 +60 +90 +120 +150 6.3 0.9 4.7 3.4 9M WIDE ROAD 4.9 + 1.75 ROAD LVL WETLAND WETLAND + 0.0 MONSOON WATER LVL - 0.48 SUMMER WATER LVL - 0.15 WINTER WATER LVL SECTION ED-5 9M WIDE ROAD 2.6 8.3 2.7 9M WIDE ROAD 0.9 4.7 3.4 0.94.73.4 + 1.75 ROAD LVL WETLAND CANAL + 0.0 MONSOON WATER LVL - 0.48 SUMMER WATER LVL - 0.15 WINTER WATER LVL + 0.0 MONSOON WATER LVL - 0.48 SUMMER WATER LVL - 0.15 WINTER WATER LVL SECTION ED-2 0 9M WIDE ROAD 3.7 0.9 4.7 3.4 4.8 WET LAND WET LAND + 1.75 ROAD LVL + 0.0 MONSOON WATER LVL - 0.48 SUMMER WATER LVL - 0.15 WINTER WATER LVL SECTION ED-8 12M WIDE ROAD 2.95.53.6 4.8 WETLAND + 1.75 ROAD LVL + 0.0 MONSOON WATER LVL - 0.48 SUMMER WATER LVL - 0.15 WINTER WATER LVL 2.95.53.6 9M WIDE ROAD + 1.75 ROAD LVL + 0.0 MONSOON WATER LVL - 0.48 SUMMER WATER LVL - 0.15 WINTER WATER LVL SECTION ED-4 6.3 0.9 4.7 3.4 9M WIDE ROAD 4.9 + 1.75 ROAD LVL WETLAND WETLAND + 0.0 MONSOON WATER LVL - 0.48 SUMMER WATER LVL - 0.15 WINTER WATER LVL SECTION ED-5 8 A 3.1 8 A 3.1 1 A 3.1 1 A 3.1 6 A 3.1 6 A 3.1 4 A 4.1 4 A 4.1 5 A 4.1 5 A 4.1 11 A 3.1 11 A 3.1 10 A 3.1 10 A 3.1 2 A.4.1 2 A.4.1 6 A 4.1 6 A 4.1 7 A 4.1 7 A 4.1 a2 A 3.1 a2 A 3.1 a1 A 3.1 a1 A 3.1 a3 A 3.1 a3 A 3.1 a5 A 3.1 a5 A 3.1 a4 A 3.1 a4 A 3.1 a8 A 3.1 a8 A 3.1 a7 A 3.1 a7 A 3.1 a6 A 3.1 a6 A 3.1 a9 A 3.1 a9 A 3.1 a10 A 3.1 a10 A 3.1 a11 A 3.1 a11 A 3.1 a12 A 3.1 a12 A 3.1 LVL -2.40 M LVL -4.35 M LVL -2.40 M 2 LVL -2.15 M LVL -2.15 M LVL -5.4 M LVL -4.9 M LVL -1.9 M LVL -1.9 M LVL -4.9 M MONSOON 0 100 300 600 0 100 300 600 0 100 300 600 0 100 300 600 0 100 300 600 0 100 300 600 0 100 300 600 ED-8 SECTION Scale - 1:100 ED-2 SECTION Scale - 1:100 ED-12 SECTION Scale - 1:100 ED-5 SECTION Scale - 1:100 ED-10 SECTION Scale - 1:100 ED-8 SECTION Scale - NOT TO SCALE SITE PLAN Scale - 1:3000 ED-3 SECTION Scale - 1:100 ED-5 SECTION Scale - 1:100 ED-4 SECTION Scale - 1:100 EDGE CONDITION SECTION AS SHOWN
  • 4. N VASTU - SHILPA CONSULTANTS Sangath, Drive-In Road, Ahmedabad - 380054 Phone 079-27454537 Fax 079-27452006 E-mail sangathad1@sancharnet.in Key Plan Redevelopment Of Bhadra Precinct Project Title Checked : Dealt : Scale : Date : A R C H I T E C T S A N D P L A N N E R S Layout B N PANCHAL ADIBA M HOQUE 31/12/10 830 600 Y2 Y3 Y5 Y6 Y7 Y8 Y9 Y10 Y11 +600 +170 +43 221.1 788.2 638.9 43 47.3 30 1,496.8 30 70 30 2,259.7 30 51 43 1,024.8 374.6 SHOP PLAZA SEATING DRAIN 1,496.8 WATER CHANNEL UCO BANK FOUNTAIN DRAIN SEATING PLAZA SHOP Y4 Y4Y7 Y6Y8Y9 Y5 SHOP PLINTH 263.6 43 52 30 903 30 70 30 1,088.7 30 56 43 175 SHOP +1220 +600 +43 +0.00 SHOP PLINTH 263.6 43 985 130 1,174.6 218 SHOP SHOP PLINTH SHOPPING ARCADE SEATING PLAZA WATER CHANNEL PLAZA SEATING SHOPPING ARCADE SHOP 0 100 AA A2.2 SECTION THROUGH KARANG BAUG Scale - 1:200 BB A2.2 SECTION Scale - 1:100 CC A2.2 SECTION Scale - 1:100 EXPERIMENTATION WITH DIFFERENT LIGHTING OPTIONS
  • 5. N VASTU - SHILPA CONSULTANTS Sangath, Drive-In Road, Ahmedabad - 380054 Phone 079-27454537 Fax 079-27452006 E-mail sangathad1@sancharnet.in REDEVELOPMENT OF BHADRA PRECINT Project Title Checked : Dealt : Scale : Date : A R C H I T E C T S A N D P L A N N E R S B N PANCHAL ADIBA M HOQUE 31/12/10 Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission. KEY PLAN N 9900 9960 9972 +9900 +9940 +9960 +10206 +10456 2M WIDE AWNING O.5M WIDE BILLBOARD +9987 +9945 +9940 +9900 +9940 +9900 +9940 +9960 +10206 +10456 PORTALS UNDERGROUND SERVICES TREE PIT WITH SEATLIGHT POSTWALK WAY UNDERGROUND SERVICES SHOPPING STREET SHOP SHOP 60.00 2,823.44 70.00226.00 +40 +90 +40 +40 +40 +70 +90 +70 +40 +40 +60 +40 +55 +40 ±0.000 ±0.000 +90 ±0.000 +40 +80 +70 +60 +90+90 +45 +40 +40 +45 +45 +60 +45 EE EE cc cc EXISTING ROAD LEVEL SET AS +_0.00M 20X20X10 COBBLE STONE 10X10X10 STONE 10X10X10 COBBLE STONE S H O P S S H O P S SHOPPING STREET SHOPPING STREET KALI LIGHT FIXTURES TREE PIT WITH SEATING LAMP POST PORTALS BOLLARDS WALKWAY SHOPPING STREET SHOPPING STREET S H O P S S H O P S BOLLARDS MANHOLE MANHOLE PORTALS PORTALS PORTALS SEATING SEATING SEATING SEATING 0 100 300 600 0 100 300 600 0 100 300 600 EXISTING ENTRY AND TRANSPORTATION NODE EXISTING CIRCULATION AND HOLDING PATTERN EE PROPOSAL SECTION (OPTION) Scale - 1:100 CC PROPOSAL SECTION (OPTION) Scale - 1:100 1 DETAIL PROPOSAL SECTION ( OPTION) Scale - 1:100 SITE ANALYSIS PROPOSAL OPTION & SITE ANALYSIS AS SHOWN
  • 6. Sangath, Drive-In Road, Ahmedabad - 380054 Phone 079-27454537 Fax 079-27452006 E-mail sangathad1@sancharnet.in Key Plan REDEVELOPMENT OF BHADRA PRECINCT Project Title Checked : Dealt : Scale : Date : A R C H I T E C T S A N D P L A N N E R S B.N panchal Adiba Mahoze 12/31/10 DRAWING AND DESIGN ARE THE PROPERTY OF VASTU SHILPA CONSULTANTS AND ARE NOT TO BE COPIED OR USED WITHOUT THEIR PERMISSION 45 CONCRETE STEEL RAILING STEEL GRILL 0 350 350 43 191 157 191 4644 90 15 7.00 45 35945 1035 20 18.5 8 18.5 45 45 45 20 A A 24 8 24 18 6.0 8.0 6.0 18 1035 20 10 23 130 231023 130 23 10 382 314 43 2815 86 788 23 3 43 6 10 45 431313 15 15 120 15 15 180 43 2815 43 28151132 431132 86 180 160 15 7 45 230.5 180.00 BB 43 157 10 23 125 23 10 191 43 188 246 55 C C 1 TOP VIEW Scale - 1:20 GRANITE BENCHES MANHOLE COVER 2 PLAN AT 35 Scale - 1:20 3 FRONT ELEVATION Scale - 1:20 1 TOP VIEW Scale - 1:20 2 FRONT ELEVATION Scale - 1:20 3 SIDE ELEVATION Scale - 1:20 1 TOP VIEW (CIRCULAR BENCH) Scale - 1:20 CC SECTION Scale - 1:20 1 TOP VIEW ( SQUARE STOOL) Scale - 1:20 AA SECTION Scale - 1:20 BB SECTION Scale - 1:20 2 FRONT ELEVATION Scale - 1:20 1 TOP VIEW (CIRCULAR BENCH WITH BACK REST) Scale - 1:20 TREE PIT 1 TOP VIEW (CIRCULAR BENCH) Scale - 1:20 2 FRONT ELEVATION (OPTION 1) Scale - 1:20 3 FRONT ELEVATION (OPTION 2) Scale - 1:20 3 TREE PIT PLAN Scale - 1:50 3 TREE PIT SECTION Scale - 1:50 STREET FURNITURE NOT TO SCALE CONCRETE BENCHES
  • 7. N VASTU - SHILPA CONSULTANTS Sangath, Drive-In Road, Ahmedabad - 380054 Phone 079-27454537 Fax 079-27452006 E-mail sangathad1@sancharnet.in Key Plan REDEVELOPMENT OF BHADRA PRECINTS Project Title Checked : Dealt : Scale : Date : A R C H I T E C T S A N D P L A N N E R S B N PANCHAL ADIBA M HOQUE 31/12/10 Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission. 1 A15.1 4 A15.1 165600 +765.0 20456 ±0.0 ±0.0 +85.0 +66.0 +165.0 +395.0 +190.3 -255.0 260185 +535.0 +175.0 +395.0 +535.0 +765.0 EXISTING PLINTH EXISTING UCO BANK BASEMENT 2 A15.1 3 A15.1 8030 260110 11.5 23 10 2.5 10 55 5 129.571027.93 3.5 3 3.5 10CM THICK MARBLE 5MM X 5MM GROOVE 10CM THICK P.C.C EXISTING BRICK WALL RAMMED EARTH 2.5CM THICK MORTAR TONGUE AND GROOVE JOINT 20CM R.C.C RETAINING WALL 1.25CM X 1.25CM TONGUE AND GROOVE 2.5CM THICK MARBLE 15CM THICK CONCRETE SLAB 20 63.08 23 84.78 7 11 60 11 7 96 10 58 10 78 16520 POLYCARBONATED SHEET PERFORATED MS SHEET 2.5CM GRANITE SHEET 7X0.6 CM MS FLAT 2.5CM MORTAR AIR GAP EXISTING SLAB SKYLIGHT 46.516.516.516.516.516.5 16.5 16.5 16.5 16.5 16.5 20 5 5 3.5 3 3.5 5 3 6.5 129 10.7 45° 5CMx 5CM TONGUE & GROOVE 16.5X16.5 CASCADE 2.5CM MORTAR BRICK MASONARY 3CMx 3CMTONGUE & GROOVE JOINT 1.25CMx 1.25CM TONGUE & GROOVE 73255 3.5 3 3.5 10 1030 WATER TROUGH BRICK MASONARY 2.5CM MORTAR 10CM MARBLE 5MM X5MM GROOVE 16.5 16.5 20 3 6.5 1.251.2510.719.3 1616.5 16.5 32.5 45° 2.5CM MORTAR POLISHED GRANITE 3CMx 6.5 CMTONGUE & GROOVE JOINT 1.25CMx 1.25CM TONGUE & GROOVE 0 10 20 500 10 20 50 3 A.15.2 SECTION OF UCO BANK Scale - 1:100 1 A.15.2 DETAIL Scale - 1:20 3 A.15.2 DETAIL Scale - 1:20 1 A.2.1 PLAN AT +535 LEVEL Scale - 1:100 WATER CAPACITY -57m3 WATER CAPACITY -112m3 3 A.15.2 DETAIL Scale - 1:10 2 A.15.2 DETAIL Scale - 1:20 5 A.15.2 SIDE STONE Scale - 1:10 UCO BANK UCO BANK DETAIL & 3D VIEW NOT TO SCALE X43 X43 X42 X42 X41 X41 X40 X40 X39 X39 X38 X38 Y8Y8 Y7Y7 Y6Y6 Y5Y5 Y4Y4 Y9Y9 Y3Y3 16.5 90 79 121 79 121 134.1 121 140.6 121 79 96 79 96 93 121 93 121 79 104.8 79 104.8 94 100.4 66.4 116.7 70 119 120 110 120 40 94 40 22 124 22 89.4 124 20 30 76 53 53 53 201.6 212 16.5 16.5 16.5 16.5 16.5 20 1,378.5 1,318.8 54.854.8 79.5 30.3 208 632 840 840 840 607 233 3089535353232.5211102.51,459 375.8 453.7 101.2 161.1 1,718.6 29 297.5 534.3 1,727.9 181.2 105.1 2,885 30 76 159 413.6 102.5 2,835 141.4 104.5 104 33 73 33 73 33 73 33 76 30 30 109 106 106 106 104 104.5 3089159232.52111,944.1102.5640.62035353537030 150690840198198840840259 102.5 1,546.1 579.5 1,648.4 579.5 47 793 840 595 245 4,558 ±0.00 +66 +49.5 +33 +16.5 +36 +36+66 ±0.00 +82.77±0.00 +395 +395 +395 +395 +395 +395 +395 +535 +535 +535 +535 +735 +735 +735 +735 +735R 1,541.9 2 A 3.1 2 A 3.1 EXISTING UCO BANK BASEMENT WATER TROUGH GRANITE SLAB GRANITE WATER CASCADE 20418.5102.3 520.6 +104 +390 +82.5 +148.5 +165.5 3 A 3.1 3 A 3.1 SKY LIGHT GLASS FOUNTAIN 0 100 300 600 0 100 300 600
  • 8. N VASTU - SHILPA CONSULTANTS Sangath, Drive-In Road, Ahmedabad - 380054 Phone 079-27454537 Fax 079-27452006 E-mail sangathad1@sancharnet.in Key Plan Redevelopment Of Bhadra Precinct Project Title Checked : Dealt : Scale : Date : A R C H I T E C T S A N D P L A N N E R S Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission. B N PANCHAL ADIBA M HOQUE 31/12/10 420 C A 2.2 C A 2.2 B A 2.2 B A 2.2 RIVER WASHED GRANITE 1.3 CM MORTAR JOINT POLISHED GRANITE STRIP 40X168X5 1.3 CM MORTAR JOINT COBBLES 10X10X10 STORM WATER DRAIN 2033532033533343203343204333533340434333202040 40 800 40 880 880 43 420 420 D A 2.2 D A 2.2 RIVER WASHED GRANITE 1.3 CM MORTAR JOINT COBBLES 10X10X10 COBBLES 10X10X10 POLISHED GRANITE STRIP 40X168X5 433343402043335333205320203320335333432043334340 40 800 40 880 880 166.7 RIVER WASHED GRANITE 1.3 CM MORTAR JOINT POLISHED GRANITE STRIP 40X168X5 1.3432033532033533343203343204333533340444333202040 420420 40 800 40 880 880 10 86 10 RIVER WASHED GRANITE 1.3 CM MORTAR JOINT COBBLES 10X10X10 COBBLES 10X10X10 POLISHED GRANITE STRIP 40X168X5 40 800 40 4080040 880 880 A A 2.2 A A 2.2 1.3 CM MORTAR JOINT COBBLES 10X10X10 POLISHED GRANITE STRIP 40X168X5 40 22.5102.55 10cmx10cmX10 COBBLES 10CM SAND BED 10CM P.C.C SAND FILLING RAMMED EARTH RIVER WASHED GRANITE 4CM MORTAR 1.3 x 1.3 MM GROOVE 10 30 10 3.5 3 3.5 10155 1045 10CM x10CMx10CM COBBLES 10CM THICK SAND BED 10CM THICK P.C.C RAMMED EARTH 1.3CM THICK MORTAR 1.3CM THICK MORTAR 4cm MS GRILL 5MM X 5MM GROOVE 10CM THICK POLISHED GRANITE 4CM THICK MORTAR 10cmx10cmX10 COBBLES 10CM SAND BED 10CM P.C.C SAND FILLING RAMMED EARTH 40x166.7x5 CM POLISHED GRANITE STRIP 4CM MORTAR JOINT 10 10CM SAND BED 10CM P.C.C SAND FILLING RAMMED EARTH 10CM x10CMx10CM COBBLES PEBBLES 1 2 3 4 5 123456789 BANKOF INDIA 1 A2.3 5 A2.3 3 A2.3 PREMABHAI HALL KARANJPOLICESTATION AZAMKHAN'S PALACEAKUBSHAH'SMOSQUE TOILET MF EXISTINGTOILET TOBEREMOVED 2 A2.3 4 A2.3 TEENDARWAZA STATUE KARANJBAUG EXISTING FOUNTAINTO BEREVIVED 0205393 0205393 0205393 0205393 0205393 0205393 0205393 02053930205393 2 A.2.1 DETAIL (CIRCULAR FLOORING) Scale - 1:50 3 A.2.1 DETAIL (8x8 grid)) Scale - 1:50 4 A.2.1 DETAIL Scale - 1:50 1 A.2.1 DETAIL ( TREATMENT OF FLOORING INCASE OF EXISTING TREE) Scale - 1:50 5 A.2.1 DETAIL ( 8x8 GRID) Scale - 1:50 A A.2.3 DETAIL SECTION Scale - 1:10 C A.2.3 DETAIL (TREE PIT) Scale - 1:10 D A.2.3 DETAIL SECTION Scale - 1:10 B A.2.3 DETAIL SECTION (STORM WATER DRAINAGE) Scale - 1:10 STONE TYPES RIVER WASHED GRANITE 20 x20/33/43/53x5 33x33/43/53x5 43x43/53x5 53x53x5 NAMESYMBOL DIMENSION ( CM) SQUARE COBBLES 10x10x10 SQUARE COBBLES IN CIRCULAR PATTERN 10x10x10 POLISHED GRANITE STRIP 40x168x5 NOT TO SCALE