T
A
P
I R
IV
E
R
K
A
T
A
R
G
A
M
T
O
U
T
A
R
A
N
S
T
A
T
I
O
N
T
O
U
T
A
R
A
N
N
T
A
P
I R
IV
E
R
S
A
Y
A
N
V
I
L
L
A
G
E
K
O
S
A
D
V
IL
L
A
G
E
T
O
C
H
H
A
P
R
A
B
H
A
T
H
A
PLAN
P
R
O
P
. R
E
T
A
IN
IN
G
W
A
L
L
S
E
R
V
IC
E
L
A
N
E
7
.5
0
M
. L
O
W
E
R
L
V
L
.
S
L
IP
R
O
A
D
7
.5
0
M
.
R
H
S
L
H
S
L
H
S
R
H
S
S
T
A
R
T
O
F
R
A
M
P
C
H
:
(
-
)
3
3
4
.2
9
8
S
E
R
V
IC
E
L
A
N
E
8
.5
0
M
.
M
IN
. A
T
L
O
W
E
R
L
V
L
.
P
R
O
P
. R
E
T
A
IN
IN
G
W
A
L
L
B
R
T
S
L
A
N
E
AT GRADE LOCAL TRAFFIC
AT GRADE BRTS TRAFFIC
ELEVATED TRAFFIC OVER FLYOVER
P
R
O
P
. B
R
T
S
B
U
S
S
T
O
P
/B
U
S
S
H
E
L
T
E
R
F
L
O
W
F
L
O
W
U
/
S
D
/
S
A
A
B
B
C
C
D
D
S
T
A
IR
P
R
O
P
.
S
T
A
IR
P
R
O
P
.
E
X
IS
T
. T
A
P
I R
IV
E
R
B
R
ID
G
E
E
X
IS
T
. P
IP
E
L
IN
E
T
O
B
E
S
H
IF
T
E
D
P
R
O
P
. R
O
W
A
D
D
IT
IO
N
A
L
L
A
N
D
T
O
B
E
A
C
Q
U
IR
E
D
P
R
O
P
.
B
R
T
S
B
U
S
S
T
O
P
/
B
U
S
S
H
E
L
T
E
R
2
5
.3
6
3
2
5
.2
0
4
2
5
.2
0
4
2
5
.3
2
3
2
5
.3
4
0
2
5
.3
4
0
2
8
.7
4
5
3
4
.2
9
8
4
S
P
A
N
S
O
F
2
0
.0
0
M
.
=
8
0
.0
0
M
.
2
S
P
A
N
S
O
F
2
5
.0
0
M
.
=
5
0
.0
0
M
.
6
S
P
A
N
S
O
F
2
0
.0
0
M
. =
1
2
0
.0
0
M
.
3
S
P
A
N
S
O
F
2
5
.0
0
M
. =
7
5
.0
0
M
. 5
S
P
A
N
S
O
F
2
0
.0
0
M
. =
1
0
0
.0
0
M
.
4 SPANS OF 21.971 M. = 87.884 M.
3
S
P
A
N
S
O
F
2
5
.
0
0
M
.
=
7
5
.
0
0
M
.
3
5
.
0
0
2
5
.
1
9
7
1
9
.
9
6
8
2
5
.
1
6
5
2
5
.
1
9
7
1
9
.
9
6
8
5
S
P
A
N
S
O
F
2
0
.
0
0
M
.
=
1
0
0
.
0
0
M
.
6
S
P
A
N
S
O
F
2
0
.
0
0
M
.
=
1
2
0
.
0
0
M
.
8
S
P
A
N
S
O
F
1
0
.
0
0
M
.
=
8
0
.
0
0
M
.
8
S
P
A
N
S
O
F
1
0
.
0
0
M
.
=
8
0
.
0
0
M
.
5
S
P
A
N
S
O
F
6
.
0
0
M
.
=
3
0
.
0
0
M
.
5
S
P
A
N
S
O
F
6
.
0
0
M
.
=
3
0
.
0
0
M
.
ANG
LE = 46.67°
RA
DIU
S =
130.6
0
ST
AR
T C
H:131.6
0
EN
D C
H:237.9
7
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
R
O
W
1
7
.0
0
6
.5
0
1
7
.0
0
6
.5
0
1
7
.
0
0
8
.
5
0
8
.
5
0
S
L
IP
R
O
A
D
7
.5
0
M
.
R
H
S
L
H
S
2
0
.
0
8
5
S
T
A
T
I
O
N
3
S
P
A
N
S
O
F
1
0
.0
0
=
3
0
.0
0
M
.
6 S
PA
NS
OF
6.0
0 =
36.0
0 M
.
4
S
P
A
N
S
O
F1
0
.0
0
=
4
0
.0
0
M
.
6 S
PA
NS
OF
6.0
0 =
36.0
0 M
.
CH
: (-)3
34
.2
98
M
.
ST
AR
T O
F R
AM
P
CH
: 5
98
.0
49
M
.
EN
D O
F R
AM
P
AMROLI JUNCTION
LONGITUDINAL SECTION OF RHS PROFILE
00.000
ROAD
LEVEL
GROUND
LEVEL
DATUM = (-)15.00
CHAINAGE
IN METER
MANSAROVAR JUNCTION CROSS ROAD JUNCTION AT 45.00 M. DP ROAD
TOTAL LENGTH OF FLYOVER 932.347 M.
TO KATAR GAM TO SAYAN
SUPER
ELEVATION
MATERIAL TABLE :-
SR. NO. COMPONENT MATERIAL
NOTES :-
LONGITUDINAL SECTION OF LHS PROFILE
CH
: 5
98
.1
34
M
.
EN
D O
F R
AM
P
ROAD
LEVEL
GROUND
LEVEL
DATUM = (-)15.00
CHAINAGE
IN METER
SUPER
ELEVATION
CH
: (-)3
34
.2
98
M
.
ST
AR
T O
F R
AM
P
TO SAYAN
TO KATAR GAM
multi media consultants pvt. ltd.
CONSTRUCTION OF FLY OVER ON AMROLI JUNCTION
AND MANSAROVAR JUNCTION IN SURAT.
SURAT MUNICIPAL CORPORATION
GENERAL ARRANGEMENT DRAWING
DHARMESH D. K. PARIKH A. N. P.
AMROLI - FOB - 01
1:1000 SEP. - 2015 00 - 000 R0
AJAY ENGINEERS PVT. LTD.
1 OF 3
BED LVL. BED LVL.
SECTION A-A'
AT RIVER BRIDGE PORTION
G.L.
SECTION B-B'
AT SURAT SIDE RAMP
G.L. G.L.
TYP. CROSS SECTION AT BRTS BUS SHELTER LOCATION
SECTION C-C
LHS RHS
G.L. G.L.
(SPAN P15 & P20)
TYP. CROSS SECTION AT UP & DOWN RAMP LOCATION
SECTION D-D
LHS RHS
G.L. G.L.
TYP. CROSS SECTION AT SPLIT FLYOVER LOCATION
SECTION E-E
LHS RHS
G.L. G.L.
TYP. CROSS SECTION AT P13 LOCATION
G.L. G.L.
TYP. CROSS SECTION AT P14 LOCATION
G.L. G.L.
TYP. CROSS SECTION AT P15 LOCATION
G.L.
TYP. CROSS SECTION AT P27 & 28 LOCATION
G.L.
G.L.
DISCONTINUOUS PIER
SIDE ELEVATION OF
G.L.
PORTION OF EXISTING TAPI RIVER BRIDGE
SIDE ELEVATION AT WIDENING
G.L. G.L.
G.L. G.L.
VIADUCT OF FLYOVER (SPAN 10M)
TYP. CROSS SECTION OF
G.L. G.L.
RAMP PORTION (SPAN 10M)
TYP. CROSS SECTION OF
G.L.
VIADUCT OF FLYOVER (6M SPAN)
TYP. CROSS SECTION OF
G.L.
RAMP PORTION (6M SPAN)
TYP. CROSS SECTION OF
G.L.
CONTINUOUS PIER
SIDE ELEVATION OF
G.L.
TYP. GIRDER FOR 25.00 M. SPAN TYP. GIRDER UPTO 22.00 M. SPAN
multi media consultants pvt. ltd.
CONSTRUCTION OF FLY OVER ON AMROLI JUNCTION
AND MANSAROVAR JUNCTION IN SURAT.
SURAT MUNICIPAL CORPORATION
GENERAL ARRANGEMENT DRAWING
DHARMESH D. K. PARIKH A. N. P.
AMROLI - FOB - 01
1:150 SEP. - 2015 15 - 564 R1
AJAY ENGI - INFRASTRUCTURE PVT. LTD.
3 OF 3
NOTES :
MULTI MEDIA CONSULTANTS PVT. LTD. L. J. PURANI & ASSOCIATES
ROAD
LEVEL
GROUND
LEVEL
DATUM = (-)15.00
CHAINAGE
IN METER
CH
: (-)242.246 M
.
EN
D O
F R
AM
P
TO SAYAN
TO KATAR GAM
L - SECTION FOR WIDENING PORTION OF EXIST. RIVER BRIDGE AT
RHS & SLIP ROAD UP TO AMROLI CIRCLE
ROAD
LEVEL
GROUND
LEVEL
DATUM = (-)15.00
CHAINAGE
IN METER
CH
: (-)237.805 M
.
EN
D O
F R
AM
P
TO SAYAN
TO KATAR GAM
L - SECTION FOR WIDENING PORTION OF EXIST. RIVER BRIDGE AT
LHS & SLIP ROAD UP TO AMROLI CIRCLE
LONGITUDINAL SECTION OF UP RAMP (RHS SIDE)
ROAD
LEVEL
GROUND
LEVEL
DATUM = (-)15.00
CHAINAGE
IN METER
TO KATAR GAM
TO SAYAN
LONGITUDINAL SECTION OF DOWN RAMP (LHS SIDE)
ROAD
LEVEL
GROUND
LEVEL
DATUM = (-)15.00
CHAINAGE
IN METER
TO KATAR GAM
TO SAYAN
multi media consultants pvt. ltd.
CONSTRUCTION OF FLY OVER ON AMROLI JUNCTION
AND MANSAROVAR JUNCTION IN SURAT.
SURAT MUNICIPAL CORPORATION
GENERAL ARRANGEMENT DRAWING
DHARMESH D. K. PARIKH A. N. P.
AMROLI - FOB - 01
1:1000 SEP. - 2015 00 - 000 R0
AJAY ENGINEERS PVT. LTD.
2 OF 3
NOTES :
Recommended
