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TRANSCRIPT
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223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
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223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
MH-1MH-2
MH-3
MH-4
MH-5
MH-6
P3 P7P1A1 P2 P6P5P4 P8 P11
L
FRLRE WALL
N
1929254.757310
-100
R (m)
D(deg) 19.915
0.0Ls (m)
Ts(deg) 0.000Ts(m) 54.42
Dc(deg) 19.915Lc(m) 107.75
Es(m) 4.74 e(%)Design Speed (V): 35 km/hr
S(m) 0.00
AT CH.86.824HIP NO.1X = 222432.577 Y =
R (m) -60
D(deg) 68.489
Ls 47.0mLs
Ts 22.4Ts 65.3
Dc(deg) 23.607Lc(m) 24.72
Es(m) 14.43 e(%)Design Speed (V): 35 km/hr
S(m) 1.534
AT CH.201.996HIP NO.2X =222507.254 Y = 1929167.634
R (m)
D(deg)
Ts(deg)
37.511
Ls (m) 45.0
Ts(deg) 12.892Ts(m) 56.70
Dc(deg) 11.728Lc(m) 20.47
Es(m) 6.50 e(%)Design Speed (V): 35 km/hr
S(m) 0.844
AT CH.688.257HIP NO.3X =222979.103 Y = 1929276.970
R (m) 310
D(deg) 7.513
Ls (m) 0.0
Ts(deg) 0.000Ts(m) 20.35
Dc(deg) 7.513Lc(m) 40.65
Es(m) 0.67 e(%)Design Speed (V): 35 km/hr
S(m) 0.00
AT CH.861.242HIP NO.4X =223091.702 Y = 1929407.859
R (m) 100
D(deg) 94.292
Ls (m) 45.0
Ts(m)12.892
131.16
Dc(deg) 68.509Lc(m) 119.57
Es(m) 48.27 e(%)Design Speed (V): 35 km/hr
S(m) 1.24
AT CH.1137.334HIP NO.5X =223308.883 Y =1929589.456
R (m) -305
D(deg) 35.216
Ls (m) 0.0
Ts(deg) 0.000Ts(m) 96.80
Dc(deg) 35.216Lc(m) 187.46
Es(m) 14.99 e(%)Design Speed (V): 35 km/hr
S(m) 0.00
AT CH.1336.046HIP NO.6X =223455.255 Y = 1929440.306
4.00
NC
NC
4.00
NC
4.00
L=32.950 Lc=107.748R=310.000
L=24.72R=60.000 L=20.47R=100.00
L=371.666L=97.425 L=150.980Lc=40.652
R=310.000e=2.500
L=1.937
e=2.500 e=4.000 e=2.500e=4.000e=2.500
P9 P10
L
BH-1
BH-2
BH-3
BH-4
BH-5
BH-6
BH-7
BH-8
BH-9
BH-12
BH-13
BH-14
BH-15
BH-16
BH-17
BH-18
BH-19
BH-20
A2
38123RE WALL
EXTRADOSED BRIDGE
97666C OF PIERC OF PIER
30000 + 30000+ 30000C OF PYLONL
TOTAL LENGTH MAIN BRIDGE = 97.666 + 233.850 + 96.0 = 427.516m
RAMP PORTION
233850C OF PIER
EXISTING GROUND LEVEL
C OF PIERL C OF EJL
28752
C OF EJLLC OF PIERLL C OF PIERLC OF EJ C OF EJLL
96000C OF PYLON
30000 + 30000 + 3000030000 + 30000 + 30000C OF EJL
STRUCTURE CENTER LINE
FR FR FX FR FR FX FR FR FXFR
900003 SPAN DECK CONTINUITY
900003 SPAN DECK CONTINUITY
RAMP PORTION
900003 SPAN DECK CONTINUITY
CROSS ROAD LEVELINDEPENDENTRETAINING WALL
G=-4.015% G=-4.023% L=142.150 R=1493.226L=75.000
G=1.000% L=179.693R=-3000.000L=60.000 G=-1.000% L=161.156
R=-7427.260 L=100.000G=-2.346% L=186.950 R=-38477.960
L=60.000
APPROACH VIADUCT
590
570580
560550540
610600
620630
EXTRA WIDENING = 1.40m
EXTRA WIDENING = 1.00m EXISTING GROUND LEVEL
FORMATION LEVEL
HORIZONTALSCHEMATIC
VERTICAL SCHEMATIC
SUPER ELEVATION
CHAINAGE
DATUM LEVEL = 530m
MAXIMUM WATER LEVEL : 560.963
BH-112
2
22
2
2
427.51697.666+233.850+96
-
COMPOUND WALL
SEWAGE PIPE
COMPOUND WALL
P2
COMPOUND WALL
COMPOUNDWALL
A1
BH-10
2
2 22
A1
2
PLAN
1
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
MH-1MH
MH
MH
MH
MH
MH-2
MH-3
MH-4
MH-5
MH-6MH
P3 P7P1A1 P2 P6P5P4 P8 P11
L
FRLRE WALL
N
1929254.757
310
-100
R (m)
D(deg) 19.915
0.0Ls (m)
Ts(deg) 0.000
Ts(m) 54.42
Dc(deg) 19.915
Lc(m) 107.75
Es(m) 4.74 e(%)
Design Speed (V): 35 km/hr
S(m) 0.00
AT CH.86.824HIP NO.1
X = 222432.577 Y =
R (m) -60
D(deg) 68.489
Ls 47.0mLs
Ts 22.4
Ts 65.3
Dc(deg) 23.607
Lc(m) 24.72
Es(m) 14.43 e(%)
Design Speed (V): 35 km/hr
S(m) 1.534
AT CH.201.996HIP NO.2
X =222507.254 Y = 1929167.634
R (m)
D(deg)
Ts(deg)
37.511
Ls (m) 45.0
Ts(deg) 12.892
Ts(m) 56.70
Dc(deg) 11.728
Lc(m) 20.47
Es(m) 6.50 e(%)
Design Speed (V): 35 km/hr
S(m) 0.844
AT CH.688.257HIP NO.3
X = 222979.103 Y = 1929276.970
R (m) 310
D(deg) 7.513
Ls (m) 0.0
Ts(deg) 0.000
Ts(m) 20.35
Dc(deg) 7.513
Lc(m) 40.65
Es(m) 0.67 e(%)
Design Speed (V): 35 km/hr
S(m) 0.00
AT CH.861.242HIP NO.4
X = 223091.702 Y = 1929407.859
R (m) 100
D(deg) 94.292
Ls (m) 45.0
Ts(m)
12.892
131.16
Dc(deg) 68.509
Lc(m) 119.57
Es(m) 48.27 e(%)
Design Speed (V): 35 km/hr
S(m) 1.24
AT CH.1137.334HIP NO.5
X = 223308.883 Y = 1929589.456
R (m) -305
D(deg) 35.216
Ls (m) 0.0
Ts(deg) 0.000
Ts(m) 96.80
Dc(deg) 35.216
Lc(m) 187.46
Es(m) 14.99 e(%)
Design Speed (V): 35 km/hr
S(m) 0.00
AT CH.1336.046HIP NO.6
X = 223455.255 Y = 1929440.306
4.00
NC
NC
4.00
NC
4.00
L=32.950 Lc=107.748R=310.000
L=24.72R=60.000 L=20.47
R=100.00L=371.666
L=97.425L=150.980
Lc=40.652R=310.000
e=2.500L=1.937
e=2.500 e=4.000 e=2.500e=4.000e=2.500
P9 P10
L
BH-1
BH-2
BH-3
BH-4
BH-5
BH-6
BH-7
BH-8
BH-9
BH-12
BH-13
BH-14
BH-15
BH-16
BH-17
BH-18
BH-19
BH-20
A2
38123RE WALL
EXTRADOSED BRIDGE
97666
C OF PIERC OF PIER
30000 + 30000+ 30000
C OF PYLONL
TOTAL LENGTH MAIN BRIDGE = 97.666 + 233.850 + 96.0 = 427.516m
RAMP PORTION
233850
C OF PIER
EXISTING GROUND LEVEL
C OF PIERL C OF EJL
28752
C OF EJLLC OF PIERLL C OF PIERLC OF EJ C OF EJLL
96000
C OF PYLON
30000 + 30000 + 3000030000 + 30000 + 30000
C OF EJL
STRUCTURE CENTER LINE
FR FR FX FR FR FX FR FR FX
FR
900003 SPAN DECK CONTINUITY
900003 SPAN DECK CONTINUITY
RAMP PORTION
900003 SPAN DECK CONTINUITY
CROSS ROAD LEVEL
INDEPENDENTRETAINING WALL
G=-4.015% G=-4.023% L=142.150 R=1493.226L=75.000
G=1.000% L=179.693R=-3000.000
L=60.000 G=-1.000% L=161.156R=-7427.260 L=100.000
G=-2.346% L=186.950R=-38477.960
L=60.000
APPROACH VIADUCT
590
570
580
560
550
540
610
600
620
630
EXTRA WIDENING = 1.40m
EXTRA WIDENING = 1.00m EXISTING GROUND LEVEL
FORMATION LEVEL
HORIZONTALSCHEMATIC
VERTICAL SCHEMATIC
SUPER ELEVATION
CHAINAGE
DATUM LEVEL = 530m
MAXIMUM WATER LEVEL : 560.963
BH-11
2
2
22
2
2
427.516
97.666+233.850+96
LONGITUDINAL ELEVATION (ALONG THE CENTRE LINE OF THE BRIDGE)
TO KNOWLEDGE CIRCLE (INORBIT MALL END)
TO JUBILEE HILL/RESORT END(MARAKESH)
4
G C G A 0 1 0 4
GENERAL ARRANGEMENT DRAWING
REFERENCE:O16191-C-BR-GC-GA-0105 : MAIN BRIDGE: CROSS SECTION DETAILS
(SHEET 2 OF 4)O16191-C-BR-GC-GA-0106 : VIADUCT: CROSS SECTION DETAILS
(SHEET 3 OF 4)
(SCALE 1:1500)
(SCALE 1:1500)
1. ALL DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METER UNLESS OTHERWISE SPECIFIED
2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
3. GENERAL ARRANGEMENT DRAWING IS FOR SCHEMATIC REFERENCE ONLY, THESE DETAILS ARE LIKELY TO CHANGE DURING DETAILED DESIGN
4. FOR FOUNDING LEVELS, REFER INDIVIDUAL FOUNDATION NUMERATION DRAWING.
NOTES:
BORE HOLE NO EASTING NORTHING
BH-1 223174.498 1929484.214
BH-2 223139.511 1929447.825
BH-3 222862.336 1929241.026
BH-4 222570.555 1929169.985
BH-5 222924.660 1929254.956
BH-6 222633.080 1929187.053
BH-7 223039.291 1929345.673
BH-8 223059.684 1929367.873
BH-9 222953.556 1929265.622
- - -
BH-11 222540.276 1929167.237
BH-12 223021.787 1929321.605
BH-13 222980.907 1929278.562
BH-14 223001.298 1929298.308
BH-15 223078.441 1929391.511
BH-16 222506.232 1929171.834
BH-17 222946.853 1929262.093
BH-18 222549.569 1929169.569
BH-19 223098.024 1929414.669
BH-20 223120.070 1929434.799
BORE LOG COORDINATES
PIER NO EASTING NORTHING
A1
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
A2
PIER / ABUTMENT CENTER COORDINATES
222539.8241
222633.0639
222860.2979
222953.5465
222980.4242
223002.8724
223040.8519
223022.0426
23078.4705
223098.3271
223059.6612
223119.8842
223140.9731
1929164.3792
1929187.0422
1929242.2740
1929265.1808
1929278.4544
1929298.2355
1929321.3052
1929344.6764
1929368.0475
1929391.4186
1929413.8912
1929434.7522
1929454.8764
O16191-C-BR-GC-GA-0107 : GENERAL ARRANGEMENT DRAWING WITH GOOGLE IMAGE (SHEET 4 OF 4)
O16191-C-BR-HW-PP-0001 : PLAN & PROFILE
LEGEND:FR : FREE PIERFX : FIXED PIERC : CENTRE LINELFRL : FORMATION LEVEL
2
REVISED AS MARKED, (DUE TO CHANGE IN SPAN BETWEEN A1 TO P1)
-
COMPOUND WALL
SEWAGE PIPE
COMPOUND WALL
P2
COMPOUND WALL
COMPOUNDWALL
A1
BH-10
2
2 22
A1
1
SSA
DVSN
INKI
RMU
28.02.17
PLAN
28.02.17
28.02.17
28.02.17
4
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
223650223600223550223500223450223400223350223300223250223200223150223100223050223000222950222900222850222800222750222700222650222600222550222500222450222400222350222300222250222200222150
MH-1MH
MH
MH
MH
MH
MH-2
MH-3
MH-4
MH-5
MH-6MH
P3 P7P1A1 P2 P6P5P4 P8 P11
L
FRLRE WALL
N
1929254.757
310
-100
R (m)
D(deg) 19.915
0.0Ls (m)
Ts(deg) 0.000
Ts(m) 54.42
Dc(deg) 19.915
Lc(m) 107.75
Es(m) 4.74 e(%)
Design Speed (V): 35 km/hr
S(m) 0.00
AT CH.86.824HIP NO.1
X = 222432.577 Y =
R (m) -60
D(deg) 68.489
Ls 47.0mLs
Ts 22.4
Ts 65.3
Dc(deg) 23.607
Lc(m) 24.72
Es(m) 14.43 e(%)
Design Speed (V): 35 km/hr
S(m) 1.534
AT CH.201.996HIP NO.2
X =222507.254 Y = 1929167.634
R (m)
D(deg)
Ts(deg)
37.511
Ls (m) 45.0
Ts(deg) 12.892
Ts(m) 56.70
Dc(deg) 11.728
Lc(m) 20.47
Es(m) 6.50 e(%)
Design Speed (V): 35 km/hr
S(m) 0.844
AT CH.688.257HIP NO.3
X = 222979.103 Y = 1929276.970
R (m) 310
D(deg) 7.513
Ls (m) 0.0
Ts(deg) 0.000
Ts(m) 20.35
Dc(deg) 7.513
Lc(m) 40.65
Es(m) 0.67 e(%)
Design Speed (V): 35 km/hr
S(m) 0.00
AT CH.861.242HIP NO.4
X = 223091.702 Y = 1929407.859
R (m) 100
D(deg) 94.292
Ls (m) 45.0
Ts(m)
12.892
131.16
Dc(deg) 68.509
Lc(m) 119.57
Es(m) 48.27 e(%)
Design Speed (V): 35 km/hr
S(m) 1.24
AT CH.1137.334HIP NO.5
X = 223308.883 Y = 1929589.456
R (m) -305
D(deg) 35.216
Ls (m) 0.0
Ts(deg) 0.000
Ts(m) 96.80
Dc(deg) 35.216
Lc(m) 187.46
Es(m) 14.99 e(%)
Design Speed (V): 35 km/hr
S(m) 0.00
AT CH.1336.046HIP NO.6
X = 223455.255 Y = 1929440.306
4.00
NC
NC
4.00
NC
4.00
L=32.950 Lc=107.748R=310.000
L=24.72R=60.000 L=20.47
R=100.00L=371.666
L=97.425L=150.980
Lc=40.652R=310.000
e=2.500L=1.937
e=2.500 e=4.000 e=2.500e=4.000e=2.500
P9 P10
L
BH-1
BH-2
BH-3
BH-4
BH-5
BH-6
BH-7
BH-8
BH-9
BH-12
BH-13
BH-14
BH-15
BH-16
BH-17
BH-18
BH-19
BH-20
A2
38123RE WALL
EXTRADOSED BRIDGE
97666
C OF PIERC OF PIER
30000 + 30000+ 30000
C OF PYLONL
TOTAL LENGTH MAIN BRIDGE = 97.666 + 233.850 + 96.0 = 427.516m
RAMP PORTION
233850
C OF PIER
EXISTING GROUND LEVEL
C OF PIERL C OF EJL
28752
C OF EJLLC OF PIERLL C OF PIERLC OF EJ C OF EJLL
96000
C OF PYLON
30000 + 30000 + 3000030000 + 30000 + 30000
C OF EJL
STRUCTURE CENTER LINE
FR FR FX FR FR FX FR FR FX
FR
900003 SPAN DECK CONTINUITY
900003 SPAN DECK CONTINUITY
RAMP PORTION
900003 SPAN DECK CONTINUITY
CROSS ROAD LEVEL
INDEPENDENTRETAINING WALL
G=-4.015% G=-4.023% L=142.150 R=1493.226L=75.000
G=1.000% L=179.693R=-3000.000
L=60.000 G=-1.000% L=161.156R=-7427.260 L=100.000
G=-2.346% L=186.950R=-38477.960
L=60.000
APPROACH VIADUCT
590
570
580
560
550
540
610
600
620
630
EXTRA WIDENING = 1.40m
EXTRA WIDENING = 1.00m EXISTING GROUND LEVEL
FORMATION LEVEL
HORIZONTALSCHEMATIC
VERTICAL SCHEMATIC
SUPER ELEVATION
CHAINAGE
DATUM LEVEL = 530m
MAXIMUM WATER LEVEL : 560.963
BH-11
2
2
22
2
2
427.516
97.666+233.850+96
LONGITUDINAL ELEVATION (ALONG THE CENTRE LINE OF THE BRIDGE)
TO KNOWLEDGE CIRCLE (INORBIT MALL END)
TO JUBILEE HILL/RESORT END(MARAKESH)
4
G C G A 0 1 0 7
GENERAL ARRANGEMENT DRAWING WITH GOOGLE IMAGE
(SCALE 1:1500)
(SCALE 1:1500)
1. ALL DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METER UNLESS OTHERWISE SPECIFIED
2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
3. GENERAL ARRANGEMENT DRAWING IS FOR SCHEMATIC REFERENCE ONLY, THESE DETAILS ARE LIKELY TO CHANGE DURING DETAILED DESIGN
4. FOR FOUNDING LEVELS, REFER INDIVIDUAL FOUNDATION NUMERATION DRAWING.
NOTES:
BORE HOLE NO EASTING NORTHING
BH-1 223174.498 1929484.214
BH-2 223139.511 1929447.825
BH-3 222862.336 1929241.026
BH-4 222570.555 1929169.985
BH-5 222924.660 1929254.956
BH-6 222633.080 1929187.053
BH-7 223039.291 1929345.673
BH-8 223059.684 1929367.873
BH-9 222953.556 1929265.622
- - -
BH-11 222540.276 1929167.237
BH-12 223021.787 1929321.605
BH-13 222980.907 1929278.562
BH-14 223001.298 1929298.308
BH-15 223078.441 1929391.511
BH-16 222506.232 1929171.834
BH-17 222946.853 1929262.093
BH-18 222549.569 1929169.569
BH-19 223098.024 1929414.669
BH-20 223120.070 1929434.799
BORE LOG COORDINATES PIER / ABUTMENT CENTER COORDINATES
REFERENCE:O16191-C-BR-GC-GA-0104 : GENERAL ARRANGEMENT DRAWING
(SHEET 1 OF 4)O16191-C-BR-GC-GA-0105 : MAIN BRIDGE: CROSS SECTION DETAILS
(SHEET 2 OF 4)
O16191-C-BR-GC-GA-0106 : VIADUCT: CROSS SECTION DETAILS (SHEET 3 OF 4)
O16191-C-BR-HW-PP-0001 : PLAN & PROFILE
LEGEND:FR : FREE PIERFX : FIXED PIERC : CENTRE LINELFRL : FORMATION LEVEL
PIER NO EASTING NORTHING
A1
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
A2
222541.4275
222633.0639
222860.2979
222953.5465
222980.4242
223002.8724
223040.8519
223022.0426
23078.4705
223098.3271
223059.6612
223119.8842
223140.9731
1929164.7689
1929187.0422
1929242.2740
1929265.1808
1929278.4544
1929298.2355
1929321.3052
1929344.6764
1929368.0475
1929391.4186
1929413.8912
1929434.7522
1929454.8764