End of development
3.15 3.30
2.70
4.35 0.95
2.95
3.15
3.15
DO SIRHIYA GUMBAD
2.35
2.10
3.15
3.25
3.00 3.05 Width
as per site
2.40
as pe
r site
3.35
Width
3.45 3.30
W idt
h as
per sit
e
2.35
2.70
2.40
1.00
0.80
2.60
4.90
CE7
CE6
CE5
CW4
CW2
CW3
CE1
C
CW1
CW5 CW6 CW7
CW8
3980
3440
3440
2830
790
1030
830
1945
1115
CE4
CE3
CE2
1030
2470
3960
930
4080
A012 A001 A002' '
A002
A002'
Ast 2
Ast 1
A011'
A011
A004
DN6 DN5
260
Court 1
A003
2020
A010
A009
A008
DN4
700 DN3
A005
640
A007
A006
DN2
690 DN1
820 D
B001
B016
B017
B018
820B015 DS1
640
B002 B006
B003
B004
B005
DS2
1320 DS3
B007
CW4
790
CW3
CW2
1030
830
CW1
C
1115
CE 1
1945
CE 2
CE 3
1030
CE 4
930
CW4
CW3
790
CW2
1030
CW1
830
C
1115
CE 1
1945
CE 2
CE 3
1030
CE 4
930
AN6
AN4'
AS 6
AS 4'
2330
2330
AN5
1369
AN4
AN3
AN2
AN1
A
AS 1
AS 2
AS 3
AS 4
AS 5
961
AN6
4130
6465
6385
2430
2430
6385
6465
4130
3366
AN4'
AS4'
AS6
2330
2330
AN5
1369
AN4
AN3
AN2
AN1
A
AS1
AS2
AS3
AS4
AS5
961
961 3366
BE6
4130
6465
6385
2430
2430
6385
6465
4130
1369
3366
595
BE5
SLOPE 1:100
620
BE4
2330
1369
961 3366
1114 BE3'
5610
BE3
1200 BE2
6106
SLO P
E1 :15 0
PE SLO
50 1:1
BE1
2129 B
SLOPE 1:100
SLOPE 1:100
BW1
2129
1 PE SLO
SLO
0 :15
PE 1
:15 0
BW2
6106
BW3
1200
BW5
BW6
BW4
1114 2330
620
SLOPE 1:100
BW3'
5610
595
TO BE CONNECT TO THE EXISTING DRAINAGE
9150
51
R5 73 5
R15 8
4690
10990 R126 6
3524
R6313
12208
5675
R5135
4880
5030
11053
11 255
R3904
10994
9 61 R2
17109
7255
13049
29480
30659
R7163
36961
R8013
14013
R3996
4607
R254 4
26 R64
R7960
8544
9223
R244
6
20446
12507
R1750
R53 82
11159
10660
R1902
Ramped
Passage
Ramped Passa
7
ge
11320
5393
R213
23487
12150
R4675
R3670
R367
12080
46 9 R4
ra Govin
d Garh
1
R5004
11438
6
R4 56 7
12999
48520
29399
10451
R92 32 176032
13 80
R66
R3342
R3330
12100
1191 6
60
13500
10466
R3023
11860
R96
4470
1200 0
10920
R261 5
6880
R3 83 8
R7091
10998 2500
1200
R232
6415
7368
Gurudwa
R6 95
R7003
2
11950
33257
12000
7565
26 R30
103 R11
11043
23
x/1.618/1.618
x/1.618
x
x/1.618
x/1.618/1.618
x
y/1.5/1.5 y y/1.5 y/1.5/1.5/1.5 x/1.5/1.5/1.5
x/1.5/1.5/1.5
x/1.5/1.5
x/1.5/1.5/1.5 x/1.5
x
x/1.5
x/1.5/1.5/1.5 x/1.5/1.5
x