MODEL MADE BY : ADIBA MAHROZE HOQUE PROJECT :HUNJ KUNJ
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MODEL MADE BY : ADIBA MAHROZE HOQUEPROJECT :HUNJ KUNJ
MODEL MADE BY : ADIBA MAHROZE HOQUEPROJECT :HUNJ KUNJ
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054Phone 079-27454537 Fax 079-27452006E-mail [email protected]
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-2A-1.1
ED-2A-1.1
ED-3EDGE3 ED-3
EDGE3
ED-4A-1.1
ED-4A-1.1
ED-5A-1.1
ED-5A-1.1
ED-1A-1.1
ED-1A-1.1
ED-6A-1.1
ED-6A-1.1
ED-7A 1.1
ED-7A 1.1
ED-8A 1.1
ED-8A 1.1ED-9
A 3.1
ED-9A 3.1
ED-10A 3.1
ED-10A 3.1 ED-12
A 1.1
ED-12A 1.1
ED-11A 1.1
ED-11A 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
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00
+90
+90
+90
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-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
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+60
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+90
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-30
-30
-30
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-60
-60
-60
-90-90
-90
-90
-120
-120-150
-150
-210
-210
-180
-180
-270
-270
-270
-270
-270
-270
0000
00
-30
-30
-30
-3000
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-60
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-60
-90
-90
-90
-90-120
-120
-120
-120
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-150
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-180
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-210
-210
-210
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00
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0000+30
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00
00 00
00
+30
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+60 +60
+90 +90+120
+120
+150
+150
+150
+150
+3000
+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
+3000
+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
+3000
-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
+3000
+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
+3000
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+3000
+60
+30
+3000
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
0000+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
+3000
-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 ROAD2.6 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
8A 3.1
8A 3.1
1A 3.1
1A 3.1
6A 3.1
6A 3.1
4A 4.1
4A 4.1
5A 4.1
5A 4.1
11A 3.1
11A 3.1
10A 3.1
10A 3.1
2A.4.1
2A.4.1
6A 4.1
6A 4.1
7A 4.1
7A 4.1
a2A 3.1
a2A 3.1
a1A 3.1
a1A 3.1
a3A 3.1
a3A 3.1
a5A 3.1
a5A 3.1
a4A 3.1
a4A 3.1
a8A 3.1
a8A 3.1
a7A 3.1
a7A 3.1
a6A 3.1
a6A 3.1
a9A 3.1
a9A 3.1
a10A 3.1
a10A 3.1
a11A 3.1
a11A 3.1
a12A 3.1
a12A 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 SECTIONScale - 1:100
ED-2 SECTIONScale - 1:100
ED-12 SECTIONScale - 1:100
ED-5 SECTIONScale - 1:100
ED-10 SECTIONScale - 1:100
ED-8 SECTIONScale - NOT TO SCALE
SITE PLANScale - 1:3000
ED-3 SECTIONScale - 1:100
ED-5 SECTIONScale - 1:100
ED-4 SECTIONScale - 1:100
EDGE CONDITION SECTION
AS SHOWN
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054Phone 079-27454537 Fax 079-27452006E-mail [email protected]
Key Plan
Redevelopment Of BhadraPrecinct
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 PLINTHSHOPPING ARCADE
SEATING PLAZA WATER CHANNEL PLAZA SEATING SHOPPING ARCADE SHOP
0 100
AAA2.2
SECTION THROUGH KARANG BAUGScale - 1:200
BBA2.2
SECTIONScale - 1:100
CCA2.2
SECTIONScale - 1:100
EXPERIMENTATION WITH DIFFERENT LIGHTING OPTIONS
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054Phone 079-27454537 Fax 079-27452006E-mail [email protected]
REDEVELOPMENT OF BHADRAPRECINT
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
99609972
+9900+9940+9960
+10206
+10456
2M WIDE AWNING
O.5M WIDEBILLBOARD
+9987+9945+9940 +9900
+9940
+9900
+9940+9960
+10206
+10456
PORTALSUNDERGROUND SERVICES TREE PIT WITH SEATLIGHT POSTWALK WAY UNDERGROUND SERVICES
SHOPPING STREETSHOP SHOP
60.0
02,
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
cccc
EXISTING ROAD LEVELSET AS +_0.00M 20X20X10 COBBLE STONE
10X10X10 STONE
10X10X10 COBBLESTONE
S H O P S
S H O P S
SHOPPING STREET
SHOPPING STREET
KALI LIGHTFIXTURES
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 - 380054Phone 079-27454537 Fax 079-27452006E-mail [email protected]
Key Plan
REDEVELOPMENT OF BHADRAPRECINCT
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
CONCRETESTEEL RAILING
STEEL GRILL
0
350
350
43
191
157
191
4644
90
15 7.00 45
359
45
1035
20
18.5 8 18.545
45
4520A 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
8678
8
23 3 43
6 10 45
4313
13
15 15 120 15 15
180
4328
1543
2815
1132
4311
3286
180
160
157
45
230.5
180.00
BB
43
157
1023
125
2310
191
43
188
246
55
C C
1 TOP VIEWScale - 1:20
GRANITE BENCHES
MANHOLE COVER
2 PLAN AT 35Scale - 1:20
3 FRONT ELEVATIONScale - 1:20
1 TOP VIEWScale - 1:20
2 FRONT ELEVATIONScale - 1:20
3 SIDE ELEVATIONScale - 1:20
1 TOP VIEW (CIRCULAR BENCH)Scale - 1:20
CC SECTIONScale - 1:20
1 TOP VIEW ( SQUARE STOOL)Scale - 1:20
AA SECTIONScale - 1:20
BB SECTIONScale - 1:20
2 FRONT ELEVATIONScale - 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 PLANScale - 1:50
3 TREE PIT SECTIONScale - 1:50
STREET FURNITURE
NOT TO SCALE
CONCRETE BENCHES
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054Phone 079-27454537 Fax 079-27452006E-mail [email protected]
Key Plan
REDEVELOPMENT OF BHADRAPRECINTS
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.
1A15.1
4A15.1
165
600
+765.0
204
56
±0.0 ±0.0
+85.0+66.0
+165.0
+395.0
+190.3
-255.0
260
185
+535.0
+175.0
+395.0
+535.0
+765.0
EXISTING PLINTH
EXISTING UCO BANK BASEMENT
2A15.1
3A15.1
8030
260
110
11.5
23
102.
5 10
555
129.
5710
27.9
3
3.5 3 3.5
10CM THICKMARBLE
5MM X 5MMGROOVE
10CM THICK P.C.C
EXISTING BRICK WALL
RAMMED EARTH
2.5CM THICKMORTAR
TONGUE ANDGROOVE JOINT
20CM R.C.CRETAINING 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 11 796
10 58 1078
165
20
POLYCARBONATEDSHEETPERFORATEDMS SHEET
2.5CM GRANITE SHEET
7X0.6 CM MS FLAT
2.5CM MORTAR
AIR GAP
EXISTING SLAB
SKYLIGHT
46.5
16.5
16.5
16.5
16.5
16.5
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
73
255
3.5 3 3.510
1030
WATER TROUGH
BRICK MASONARY
2.5CM MORTAR
10CM MARBLE5MM X5MM GROOVE
16.5 16.5 20
36.5 1.25
1.25
10.7
19.3
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
3A.15.2
SECTION OF UCO BANKScale - 1:100
1A.15.2
DETAILScale - 1:20
3A.15.2
DETAILScale - 1:20
1A.2.1
PLAN AT +535 LEVELScale - 1:100
WATER CAPACITY -57m3
WATER CAPACITY -112m3
3A.15.2
DETAILScale - 1:10
2A.15.2
DETAILScale - 1:20
5A.15.2
SIDE STONEScale - 1:10
UCOBANK
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
2212
422
89.4
124
20
30 76 53 53 53 201.6 212 16.5 16.516.5 16.5
16.520
1,378.5 1,318.8 54.854.8 79.5 30.3
208 632 840 840 840 607 233
3089
5353
5323
2.5
211
102.
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
30109
106106
106104
104.5
3089
159
232.
521
11,
944.
110
2.5
640.
620
353
5353
7030
150
690
840
198
198
840
840
259
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
2A 3.1
2A 3.1
EXISTING UCO BANK BASEMENT
WATER TROUGH
GRANITE SLAB
GRANITE WATER CASCADE
2041
8.5
102.
3
520.
6
+104+390
+82.5+148.5
+165.5
3A 3.1
3A 3.1
SKY LIGHT
GLASS FOUNTAIN
0 100 300 600
0 100 300 600
N
VASTU - SHILPA CONSULTANTS
Sangath, Drive-In Road, Ahmedabad - 380054Phone 079-27454537 Fax 079-27452006E-mail [email protected]
Key Plan
Redevelopment Of BhadraPrecinct
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
CA 2.2
CA 2.2
BA 2.2
BA 2.2
RIVER WASHEDGRANITE
1.3 CM MORTARJOINT
POLISHEDGRANITE STRIP40X168X5
1.3 CM MORTARJOINT
COBBLES10X10X10
STORM WATERDRAIN
2033
5320
3353
3343
2033
4320
4333
5333
4043
4333
2020
40
40 800 40
880
880
43
420
420
DA 2.2
DA 2.2
RIVER WASHEDGRANITE
1.3 CM MORTARJOINT
COBBLES10X10X10
COBBLES10X10X10
POLISHEDGRANITE STRIP40X168X5
4333
4340
2043
3353
3320
5320
20332033
5333
4320
4333
4340
40 800 40
880
880
166.7
RIVER WASHEDGRANITE
1.3 CM MORTAR JOINT
POLISHEDGRANITE STRIP40X168X5
1.3
4320
3353
2033
5333
4320
3343
2043
3353
3340
4443
3320
2040
420
420
40 800 40
88088
0
10 86 10
RIVER WASHED GRANITE
1.3 CM MORTAR JOINT
COBBLES10X10X10
COBBLES10X10X10
POLISHEDGRANITE STRIP40X168X5
40 800 40
4080
040
880
880
AA 2.2
AA 2.2
1.3 CM MORTARJOINT
COBBLES10X10X10
POLISHEDGRANITE STRIP40X168X5
40
22.5
102.
55
10cmx10cmX10COBBLES
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 1015
5
104
5 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
10cmx10cmX10COBBLES10CM SAND BED
10CM P.C.C
SAND FILLING
RAMMED EARTH
40x166.7x5 CM POLISHEDGRANITE STRIP
4CM MORTAR JOINT
10
10CM SAND BED
10CM P.C.C
SAND FILLING
RAMMED EARTH
10CM x10CMx10CMCOBBLES
PEBBLES
123451 2 3 4 5 6 7 8 9
BANK O
FIN
DIA
1A 2.3
5A 2.3
3A 2.3
PREM
ABHAI
HALL
KA
RA
NJ P
OLIC
E S
TATION
AZAMKH
AN'S
PALACE
AKUB SH
AH'S M
OSQ
UE
TOILE
T
MF
EXISTING
TOILET
TO BE R
EMO
VED
2A 2.3
4A 2.3
TEEN D
ARW
AZA
STATU
EK
AR
AN
J BA
UG
EX
ISTIN
GFO
UN
TAIN
TOB
E R
EV
IVE
D
0205393
0205393 0205393 0205393
0205393
0205393
0205393
02053930205393
2A.2.1
DETAIL (CIRCULAR FLOORING)Scale - 1:50
3A.2.1
DETAIL (8x8 grid))Scale - 1:50
4A.2.1
DETAILScale - 1:50
1A.2.1
DETAIL ( TREATMENT OF FLOORING INCASE OF EXISTING TREE)Scale - 1:50
5A.2.1
DETAIL ( 8x8 GRID)Scale - 1:50
AA.2.3
DETAIL SECTIONScale - 1:10
CA.2.3
DETAIL (TREE PIT)Scale - 1:10
DA.2.3
DETAIL SECTIONScale - 1:10
BA.2.3
DETAIL SECTION (STORM WATER DRAINAGE)Scale - 1:10
STONE TYPES
RIVERWASHEDGRANITE
20 x20/33/43/53x5 33x33/43/53x5 43x43/53x5 53x53x5
NAMESYMBOL DIMENSION ( CM)
SQUARECOBBLES
10x10x10
SQUARECOBBLES INCIRCULARPATTERN
10x10x10
POLISHEDGRANITE STRIP
40x168x5
NOT TO SCALE
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