general arrangement drawings (rev.0) · general notes:-material table sr no item description cl u/s...
TRANSCRIPT
DESIGN CONSULTANT :
IDECK IN CONSORTIUM WITH
SANKALP CONSULTANCY
SERVICES
CONSULTANCY SERVICES FOR FEASIBILITY STUDY CUM DPR, SURVEY AND PREPARATION
OF LAND PLAN BY ADOPTING LIDAR OR SIMILAR TECHNOLOGY FOR WIDENING TO TWO
LANE WITH PAVED SHOULDERS
(PACKAGE NO - AU - 113 - CONSTRUCTION OF TWO LANE ROAD WITH PAVED SHOULDERS
FROM POKHARNI-BORWAND (KH) LIMBLA-TADKALAS-PURNA TO DISTRICT BORDER SH-61
KM 190/500 TO 324/500).
(Design Chainage KM 247/827 TO 304/160)
TO VARIOUS ROADS AS PER PACKAGES IN THE STATE OF MAHARASHTRA UNDER
HYBRID ANNUITY (PACKAGE NO -AU-113)
GENERAL ARRANGEMENT DRAWINGS (Rev.0)
NOVEMBER - 2017
DETAILED PROJECT REPORT (DPR)
VOLUME NO- IX
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
500600
R. L.417.325
500
300
FILTER MEDIA
600 mm THK.
R. L.413.325
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
A
TOE WALL
A
D/S
TOE WALL
PLAN
50
00
B
PRESSURE
RELIEF PIPE
B
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
50
0
50
00
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
TO POKHARNI
TO NANDED
R.T.L. 417.375
RAFT TOP 413.325
25 mm EXPANSION JOINT
400
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
TO POKHARNI
SOFFIT 416.900
M.I.H.F.L. R.L.416.300
GROUND LEVEL
CHAINAGE
DATUM R.L. 409.00
1.0
1.5
100 mm THK. P.C.C.
450
182.000 416.230
177.000 414.115
400
TO NANDED
1.0
1.5
100 mm THK. P.C.C.
450
6000
4500
CUTOFF 411.225
178.000 414.250
179.000 415.230
176.000 414.230
175.000 415.520
172.000 416.600
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
24
00
24
00
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
RAFT TOP 413.325
CUTOFF BOTTOM R.L.411.225
500
45
00
R.T.L. R.L.417.325
SOFFIT 416.900
M.I.H.F.L. R.L.416.300
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 248.465.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 248/465
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
C
L
U/S
D/S
ANNULAR FILLING IN M-15 UP TO ROCK TOP
EXISTING PIER IN M15
R.T.L. R.L.416.936
SOFFFIT. R.L.415.811
M.W.L. R.L.415.336
8200
8200
11
25
R.L. 412.336
F.R.L. 412.036
A
D/S
U/S
B
8
4
7
4
1
5
0
0
0
1
9
1
3
1
2
7
5
8500
WIDENDED SOLID SLAB
12000
9
0
0
8200
9
0
0
9
2
5
6
1
7
1
3
1
4
8500
2
5
°
HALF BOTTOM HALF TOP PLAN
R.T.L. R.L.416.936
TO POKHARNI TO NANDED
19.164 415.110
R.L. 412.336
19.170 413.510
GROUND LEVEL
CHAINAGE
DATUM R.L. 408.000
G.L.
F.R.L. 412.036
19.176 413.611
19.182 413.640
19.188 414.206
19.194 414.760
25 mm EXPANSION JOINT
G.L.
JACKETING FOR PIER
1200
M.W.L. R.L.415.336
900
CANAL
CANAL
600
SOFFFIT. R.L.416.336
PIER TOP. R.L.416.036
AMBAD-PATHRI-POKHARNI-TADKALAS -PURNA-NANDED ROAD @CHAINAGE
194
375
CANAL BRIDGE ,2 SPANS OF 11.500MTR
8500 8500
3700
617900925
3042
1328
1628
2228
3700
M.W.L. R.L.413.611
3325
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
SECTION A-A
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
500
500
13000
LEVELLING COURSE IN M-15
ANNULAR FILLING IN M-15
UP TO ROCK TOP
500
SOLID SLAB IN M25
PIER CAP IN M25
EXISTING PIER WIDENED
PIER
WIDENED
PIER
8200
12000
R.T.L. R.L.416.936
SOFFFIT. R.L.416.336
PIER TOP. R.L.416.036
R.L. 412.336
F.R.L. 412.036
2350
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 248.795.DWG
WIDEN OF MINOR BRIDGE
AT CH 248/795
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
500
500
300
FILTER MEDIA
600 mm THK.
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
R.T.L. R.L.404.825
RL 401.775
A
U/S
D/S
PLAN
50
00
B
PRESSURE
RELIEF PIPE
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
A
TOE WALL
50
00
B
PRESSURE
RELIEF PIPE
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
TO POKHARNI
TO NANDED
R.T.L. R.L.404.825
25 mm EXPANSION JOINT
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
GROUND LEVEL
CHAINAGE
DATUM R.L. 397.00
7000
1.0
1.5
100 mm THK. P.C.C.
450
SOFFIT 404.150
M.I.H.F.L. 403.400
5500
25 mm EXPANSION JOINT
PRESSURE RELIEF PIPE
7000
1.0
1.5
100 mm THK. P.C.C.
450
3050
RAFT TOP 401.775
WEARING COAT
5500
7000
171.000 402.050
173.000 402.370
175.000 402.590
177.000 402.900
179.000 403.400
181.000 404.140
183.000 404.760
169.000 402.490
167.000 402.560
165.000 402.960
163.000 403.100
161.000 403.580
159.000 404.280
R.L 399.675
3 SPAN OF 7M
TO POKHARNI
TO NANDED
3500
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
24
00
24
00
2.5% SLOPE2.5% SLOPE
C
L
U/S
D/S
CUTOFF BOTTOM R.L.399.675
500
35
00
R.T.L. R.L.404.825
SOFFIT 404.350
M.I.H.F.L. 403.400
RAFT TOP 401.775
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 250.265.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 250/265
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
400
300
FILTER MEDIA
600 mm THK.
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
R.T.L. 412.875
RL 410.325
A
U/S
D/S
PLAN
50
00
B
PRESSURE
RELIEF PIPE
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
A
TOE WALL
50
00
B
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
TO POKHARNITO NANDED
R.T.L. 412.875
25 mm EXPANSION JOINT
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
TO POKHARNI
TO NANDED
GROUND LEVEL
CHAINAGE
DATUM R.L.398.000
3000
1.0
1.5
100 mm THK. P.C.C.
RAFT TOP 410.325
25 mm EXPANSION JOINT
SOFFIT 412.400
M.I.H.F.L 411.800
3000
1.0
1.5
100 mm THK. P.C.C.
3000
3000
794.000 410.625
795.000 410.927
793.000 410.835
792.000 411.230
791.000 411.540
798.000 411.910
788.000 411.860
796.000 411.160
797.000 411.670
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
21
00
21
00
2.5% SLOPE2.5% SLOPE
C
L
U/S
D/S
CUTOFF BOTTOM R.L.408.225
500
30
00
R.T.L. 412.875
RAFT TOP 410.325
SOFFIT 412.400
M.I.H.F.L 411.800
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 251.600.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 251/600
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
500
R. L.391.075
500
300
FILTER MEDIA
600 mm THK.
R. L.387.252
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
A
U/S
D/S
PLAN
50
00
PRESSURE
RELIEF PIPE
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
A
TOE WALL
50
00
PRESSURE
RELIEF PIPE
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
TO POKHARNI
TO NANDED
R.T.L. R.L.391.075
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
TO POKHARNI
TO NANDED
GROUND LEVEL
CHAINAGE
DATUM R.L. 383.00
000.000 387.790
5000
1.0
1.5
100 mm THK. P.C.C.
450
50005000
RAFT TOP 387.525
SOFFIT 390.550
M.I.H.F.L390.150
5000
100 mm THK. P.C.C.
5000
1.0
4000
4000
400
PRESSURE RELIEF PIPE
5000
1.0
1.5
450
500050005000
5000
4000
5 SPANS OF 5 MTR
002.500 387.860
005.000 387.735
007.500 387.750
010.000 387.750
012.500 388.550
015.000 389.940
002.500 387.660
005.000 387.840
007.500 387.750
010.000 387.690
012.500 388.760
015.000 389.510
RL 385.425
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
H.F.L.390.150
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
21
00
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
RAFT TOP 387.525
CUTOFF BOTTOM R.L.384.425
500
40
00
R.T.L. R.L.391.075
SOFFIT 390.600
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 258.030.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 258/030
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
R. L.380.425
50
0
30
0
FILTER MEDIA
600 mm THK.
R. L.375.925
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
45
00
500600 1600
2700
3000
3300
A
D/S
A
U/S
PLAN
50
0
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
500
50
0
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
500
4000
2700
600
300
500
1600
4000
2700
600
300
500
1600
4000
2700
600
300
500
1600
4000
2700
600
300
500
1600
TO POKHARNITO NANDED
R.T.L. R.L.380.425
25 mm EXPANSION JOINT
SECTION B-B
TO POKHARNI
SOFFIT 379.750
H.F.L. R.L.379.200
GROUND LEVEL
CHAINAGE
DATUM R.L. 372.00
G.L.
F.R.L. 374.825
450
225
1200
113.000 377.150
R.L. 375.425
R.C.C.
RETURN WALL
1.0
1.5
100 mm THK. P.C.C.
4500
5000
1200
4000
350
150
7000
450
25 mm EXPANSION JOINT
TO NANDED
G.L.
225
1200 1200
R.C.C.
RETURN WALL
1.0
1.5
4500
5000
150
7000
7000
5000
4000
111.000 377.360
108.000 377.460
106.000 377.420
104.000 378.520
102.000 378.800
115.000 377.290
118.000 377.340
121.000 377.460
123.000 378.210
125.000 378.520
R.L. 375.925
THREE SPAN OF 7M TOTAL LENGTH 21M.
60
0
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
R.T.L.380.425
SOFFIT LVL.379.950
H.F.L. 379.200
50
0
SECTION A-A
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
500
40
0
500
13000
LEVELLING COURSE IN M-15
ANNULAR FILLING IN M-15 UP TO ROCK TOP
F.R.L. 374.825
R.L. 375.425
500
50
00
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 265.960.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 265/960
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
500
R. L.385.555
50
0
30
0
FILTER MEDIA
600 mm THK.
R. L.382.005
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
A
U/S
D/S
PLAN
B
PRESSURE
RELIEF PIPE
TO POKHARNI
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
500
TOE WALL
U/S
B
PRESSURE
RELIEF PIPE
TO NANDED
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
500
A
GROUND LEVEL
CHAINAGE
19.115 382.210
19.118 382.670
19.121 382.560
19.124 382.590
19.127 383.890
19.112 382.530
19.109 382.210
19.106 383.500
19.103 383.820
19.100 383.950
RAFT TOP 382.005
25 mm EXPANSION JOINT
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
TO POKHARNI
TO NANDED
DATUM R.L. 377.00
100
300
6000
1.0
1.5
100 mm THK. P.C.C.
450
WEARING COAT
6000
3SPAN OF 6M
6000
25 mm EXPANSION JOINT
100
300
1.0
1.5
100 mm THK. P.C.C.
450
R.T.L. R.L.385.555
SOFFIT 384.980
H.F.L. R.L.384.330
8752
4000
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
21
00
21
00
2.5% SLOPE2.5% SLOPE
C
L
U/SD/S
CUTOFF BOTTOM R.L.379.905
500
40
00
RAFT TOP 382.005
R.T.L. R.L.385.555
SOFFIT 384.980
H.F.L. R.L.384.330
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 270.005.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 270/005
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
DIMENSION DETAILS R.C.C. WALL
40
0
30
0
FILTER MEDIA
600 mm THK.
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
R.T.L. R.L.408.153
RAFT TOP 387.225
400
A
U/S
D/S
PLAN
5000
B
PRESSURE
RELIEF PIPE
TO PATHRI
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
A
TO POKHARNI
5000
B
TO PATHRI
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
GROUND LEVEL
CHAINAGE
R.T.L. R.L.389.775
SOFFIT 389.250
H.F.L. R.L.388.550
122.000 387.880
123.000 387.850
124.000 387.860
127.000 388.590
130.000 388.630
121.000 387.740
120.000 387.920
117.000 388.690
114.000 388.570
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
TO PATHRI
TO POKHARNI
5000
1.0
1.5
100 mm THK. P.C.C.
450
50005000
4000
DATUM R.L. 382.000
1.0
1.5
100 mm THK. P.C.C.
450
RAFT TOP 387.225
125.000 387.940
124.000 388.230
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
15
00
15
00
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
CUTOFF BOTTOM R.L.385.725
500
30
00
RAFT TOP 387.225
R.T.L. R.L.389.775
SOFFIT 389.250
H.F.L. R.L.388.550
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 271.015.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 271/015
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
DIMENSION DETAILS R.C.C. WALL
500
R. L.373.075
50
0
30
0
FILTER MEDIA
600 mm THK.
R. L.369.525
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
A
U/S
D/S
PLAN
5000
PRESSURE
RELIEF PIPE
TO PATHRI
11000
MA
IN
C
AR
RIA
GE
WA
Y
A
5000
B
TO NANDED
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
TOE WALL
CH 277/625
127
3127
1500
1500
B.C SOIL
TRAIL BORE
AT LEFT
BANK
MURUM
MURUM
HARD MURUM
GROUND LEVEL
CHAINAGE
156.000 370.290
149.000 371.950
151.000 371.650
152.000 370.150
153.000 370.250
154.000 370.600
155.000 370.190
157.000 370.280
158.000 370.140
159.000 370.420
160.000 370.680
161.000 371.400
163.000 371.500
165.000 371.650
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
TO POKHARNI
TO NANDED
5000
1.0
1.5
100 mm THK. P.C.C.
450
50005000
RAFT TOP 369.525
25 mm EXPANSION JOINT
5000
100 mm THK. P.C.C.
450
5000
1.0
1.5
4000
4000
4000
RL 397.425
DATUM R.L. 393.000
R.T.L. R.L.373.075
SOFFIT 372.550
H.F.L. R.L.372.00
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
21
00
21
00
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
CUTOFF BOTTOM R.L.367.425
500
40
00
RAFT TOP 369.525
R.T.L. R.L.373.075
SOFFIT 372.550
H.F.L. R.L.372.00
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 277.625.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 277/625
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
500
50
0
30
0
FILTER MEDIA
600 mm THK.
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
R.T.L. R.L.404.825
RL 401.775
40
50
600
2500
2800
3100
A
U/S
D/S
PLAN
B
PRESSURE
RELIEF PIPE
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
A
TOE WALL
B
PRESSURE
RELIEF PIPE
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
TO POKHARNI
TO NANDED
6000
GROUND LEVEL
CHAINAGE
166.000 369.815
168.000 369.785
170.000 369.760
172.000 369.940
174.000 370.290
176.000 371.550
180.000 371.890
164.000 369.725
162.000 369.850
160.000 370.325
158.000 370.490
156.000 370.850
152.000 371.400
25 mm EXPANSION JOINT
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
DATUM R.L. 397.00
7000
1.0
1.5
100 mm THK. P.C.C.
450
5500
25 mm EXPANSION JOINT
PRESSURE RELIEF PIPE
7000
1.0
1.5
100 mm THK. P.C.C.
450
4050
RAFT TOP 369.175
WEARING COAT
5500
7000
R.L 399.675
3 SPAN OF 7M
TO POKHARNI
TO NANDED
4500
R.T.L. R.L.373.225
SOFFIT 372.550
H.F.L. R.L.372.150
CH 293/135
1500
1500
1500
1500
SOFT SOIL
TRAIL BORE
AT CENTER
SOFT MURUM
HARD MURUM
SOFT ROCK
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
24
00
24
00
2.5% SLOPE2.5% SLOPE
C
L
U/S
D/S
CUTOFF BOTTOM R.L.366.775
500
45
00
RAFT TOP 369.175
R.T.L. R.L.373.225
SOFFIT 372.550
H.F.L. R.L.372.150
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 293.135.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 293/135