Key Plan: Structure - PB Sl18 Pedestrian Bridge Bearing Settingout Coordinates
Key Plan: Structure - PB Sl18 Pedestrian Bridge Bearing Settingout Coordinates
Key Plan: Structure - PB Sl18 Pedestrian Bridge Bearing Settingout Coordinates
TS
JEE
LAHK
LA
N
1000 900 1
8S
-L
GNI
R-A
DAOR
CORBEL DAO
RD
A GN
RO IR-B
AL
600 400 SA
LW
A M
AT
AR
ST
.
KEY PLAN
460 460
230 230
650
230 230
100 100 100 100
BEARING PEDESTAL
BEARING PEDESTAL
2
100
3
100
36 37
4
275
1
275 275
5 6 35 38
1000
550
1000
550
39 40
650
7 8
41 42
275
9 12
100 43 46
10 11
100
44 45
97.5 97.5
17
255
185 185
13
185 185
110 110
15
1110
510
47 49 51
1110
510
18 20 22
255
52 54 56
255
00 W.B A.M D.M 20JAN20 ISSUED FOR APPROVAL
19 21
53 55 REV BY CHK APP DATE DESCRIPTION
325
650
325 LASTO BLOCK BEARING
IA
INFRASTRUCTURE AFFAIRS
LASTO BLOCK BEARING 460
TYPE NBa 1200kN 290 290 TYPE NBeq 1'200kN CONSULTANT:
230 230 240 240 TRANSVERSALLY GUIDED
ALL SIDE MOVABLE
100 100 MAIN CONTRACTOR:
JH CONSTRUCTION W.L.L
BEARING PEDESTAL
57 62
BEARING PEDESTAL
100
365
275
300
27 28
650
220 220
59
180 180
64 SUB CONTRACTOR:
1000
550
1000
65
730
66 PORR QATAR CONSTRUCTION W.L.L
29 30 Barwa Tower 1, 8th Floor, C-Ring Road
275
300
31 34 68 74 Tel. : +974 44802097
365
32 33 70 71 Fax. : +974 44802128
100
67 73 PROJECT:
69
INTERIM IMPROVEMENT OF THE
72
B-RING ROAD, AL MANNAI AND
GUEST PALACE ROUNDABOUTS
650
C2019-21-PQC-JH-ST-SD-00019-001 00