section · riyadh metro project package 2 rev. date description app. date scales drawing alternate...
TRANSCRIPT
GROUND LEVEL
+579.413
4.1
26
1.0000.800 0.8008.700 1.000
0.8
00
1.1
70
5.150
0.10
02
.1
56
10.300
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL BACKFILL
LEAN CONCRETE
BOTTOM SLAB
LINING WALL
T.O.R. +578.258
+576.187
GROUND LEVEL+580.308
4.2
25
1.000 1.000 1.0008.700 1.000
1.0
00
1.1
70
5.350
0.1
00
2.0
55
10.700
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL BACKFILL
LEAN CONCRETE
LINING WALL
T.O.R. +578.258
+575.987
GROUND LEVEL
+579.413
2.13
3
1.0000.800 0.8008.700 1.000
0.8
00
1.1
70
5.153
0.10
0
10.300
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL BACKFILL
LEAN CONCRETE
BOTTOM SLAB
LINING WALL
T.O.R. +580.250
+578.279
Ch. 3+
06
6.61
7
Ch
. 3
+1
06
.6
17
Ch
. 3
+1
06
.6
17
BOTTOM SLAB
S-01
-
SECTION
S-03
-
SECTION
S-02
-
SECTION
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
1 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
1 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
GROUND LEVEL
+580.203
8.1
18
1.000 1.000 1.00010.450 1.000
1.00
01.17
0
6.029
0.1
00
5.9
48
12.450
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL BACKFILL
LEAN CONCRETE
BOTTOM SLAB
LINING WALL
T.O.R. +574.255
+572.083
Ch
. 3
+1
75
.6
51
GROUND LEVEL
+580.203
8.1
18
1.000 1.000 1.00010.450 1.000
1.0
00
1.1
70
6.421
0.1
00
5.9
48
12.450
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL BACKFILL
LEAN CONCRETE
BOTTOM SLAB
LINING WALL
T.O.R. +574.255
+572.083
Ch
. 3
+1
75
.6
51
+579.503
REINFORCED
CONCRETE STRUT
0.8
00
GROUND LEVEL
+580.203
8.9
16
1.000 1.000 1.00011.350 1.000
1.0
00
1.1
70
6.843
0.1
00
6.7
46
13.350
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL
BACKFILL
LEAN CONCRETE
BOTTOM SLAB
LINING WALL
T.O.R. +573.457
+571.285
Ch
. 3
+1
89
.4
01
+579.503
REINFORCED
CONCRETE STRUT
0.8
00
GROUND LEVEL
+580.203
8.9
16
1.000 1.000 1.00011.350 1.000
1.0
00
1.1
70
6.507
0.1
00
6.7
46
13.350
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL
BACKFILL
LEAN CONCRETE
BOTTOM SLAB
LINING WALL
Ch
. 3
+1
89
.4
01
+579.503
REINFORCED
CONCRETE STRUT
0.8
00
T.O.R. +573.457
+571.285
MICROPILE
MICROPILE
CULVERT
CULVERT
SEWAGE PIPE
Ø 1.600
SEWAGE PIPE
Ø 1.600
ANCHORS
S-04
-
SECTION
S-05
-
SECTION
S-06
-
SECTION
S-07
-
SECTION
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
2 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
2 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
T.O.R. +572.380
GROUND LEVEL
+507.209
12.8401.000 1.000
1.0
00
1.1
70
14.840
7.555
7.82
2
0.1
00
10.0
92
1.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 4+
35
1.91
4
CULVERT
BACKFILL
CULVERT
+580.203
+579.503
7.285
SEWAGE PIPE
Ø 1.600
T.O.R. +572.380
GROUND LEVEL
+570.009
12.8401.200 1.200
1.2
00
1.1
70
15.240
7.485
4.5
00
0.1
00
10
.1
32
1.000 1.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 3
+2
08
.1
51
BACKFILL
+580.203
+578.201
7.755
1.2
60
2.0
02
TOP SLAB
REINFORCED
CONCRETE STRUT
MICROPILE
MICROPILE
MICROPILE
MICROPILE
SEWAGE PIPE
Ø 1.600
ANCHORS
ANCHORS
S-08
-
SECTION
S-09
-
SECTION
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
2 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
2 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
CULVERT
T.O.R. +571.089
GROUND LEVEL
+568.719
14.300 1.2001.200
1.2
00
1.1
70
16.700
8.402
4.5
00
0.1
00
11
.2
70
1.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch. 3+
23
4.03
3
BACKFILL+579.989
+576.849
8.299
1.2
60
3.14
0
TOP SLAB
CULVERT
T.O.R. +571.089
GROUND LEVEL
+568.719
14.3001.200 1.200
1.2
00
1.1
70
16.700
8.402
5.9
50
0.1
00
11
.2
70
1.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 3
+2
34
.0
33
BACKFILL
+579.989
+578.300
8.299
1.2
60
1.6
91
TOP SLAB
MICROPILE
MICROPILE
MICROPILE
MICROPILE
SEWAGE PIPE
Ø 1.600
SEWAGE PIPE
Ø 1.600
1.000
1.000
ANCHORS
ANCHORS
S-10
-
SECTION
S-11
-
SECTION
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
4 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
4 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
CULVERT
T.O.R. +570.441
GROUND LEVEL
+568.071
14.9501.200 1.200
1.2
00
1.1
70
17.350
8.650
5.95
0
0.1
00
11.62
0
1.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch. 3+
24
9.61
1
BACKFILL
+579.691
+577.651
8.700
1.26
02.0
40
TOP SLAB
CULVERT
T.O.R. +570.441
GROUND LEVEL
+568.071
14.950 1.2001.200
1.2
00
1.1
70
17.350
8.650
5.9
50
0.1
00
11
.6
20
1.0001.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 3
+2
49
.6
11
BACKFILL
+579.691
+577.651
8.700
1.2
60
2.0
40
TOP SLAB
MICROPILE
MICROPILE
SEWAGE PIPE
Ø 1.600
SEWAGE PIPE
Ø 1.600
1.000
1.000
MICROPILE
MICROPILE
MICROPILE
TO BE DIVERTED
Ch 3+234.033 TO 3+383.145
TO BE DIVERTED
Ch 3+234.033 TO 3+383.145
ANCHORS
ANCHORS
ANCHORS
ANCHORS
S-12
-
SECTION
S-13
-
SECTION
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
5 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
5 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
CULVERT
T.O.R. +568.590
GROUND LEVEL
+566.220
15.130 1.2001.200
1.2
00
1.1
70
17.530
8.765
5.9
50
0.1
00
12
.2
11
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 3
+3
01.0
22
BACKFILL
+578.832
+576.201
8.765
1.2
60
2.6
31
TOP SLAB
SEWAGE PIPE
Ø 1.600
1.000
MICROPILE
MICROPILE
TO BE DIVERTED
Ch 3+234.033 TO 3+383.145
ANCHORS
ANCHORS
ANCHORS
S-14
-
SECTION
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
6 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
6 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
CULVERT
T.O.R. +568.590
GROUND LEVEL
+566.220
15.130 1.2001.200
1.2
00
1.1
70
17.530
8.765
5.9
50
0.1
00
11
.4
42
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 3
+5
30.4
71
BACKFILL
+577.612
+575.500
8.765
0.96
02
.16
2
TOP SLAB
SEWAGE PIPE
Ø 1.600
MICROPILE
MICROPILE
1.000
MICROPILE
ANCHORS
ANCHORS
ANCHORS
TO BE DIVERTED
Ch 3+353.745 TO 3+590.471
S-15
-
SECTION
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
7 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
7 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
CULVERT
GROUND LEVEL
+566.498
12.750 1.2001.200
1.2
00
1.1
70
15.150
7.575
4.5
00
0.1
00
11
.3
20
1.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 3
+6
14
.7
72
BACKFILL
+577.818
+574.818
7.575
1.2
60
3.1
90
TOP SLAB
T.O.R. +568.868
CULVERT
GROUND LEVEL
+566.498
12.750 1.2001.200
1.2
00
1.1
70
15.150
7.575
5.95
0
0.1
00
11
.3
20
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch. 3+
61
4.77
2
BACKFILL
+577.818
+575.778
7.575
0.9
60
2.04
0
TOP SLAB
T.O.R. +568.868
SEWAGE PIPE
Ø 1.800
MICROPILE
SEWAGE PIPE
Ø 1.800
MICROPILE
MICROPILE
MICROPILE
MICROPILE
TO BE DIVERTED
TO BE DIVERTED
ANCHORS
ANCHORS
ANCHORS
ANCHORS
ANCHORS
S-16
-
SECTION
S-17
-
SECTION
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
8 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
8 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
T.O.R. +569.912
GROUND LEVEL
+567.742
10.100 1.0001.000
1.0
00
1.1
70
12.100
6.050
7.7
61
0.1
00
10
.0
31
1.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 3
+6
58
.7
88
CULVERT
BACKFILL
+577.596
+576.973
6.050
REINFORCED
CONCRETE STRUT
T.O.R. +569.912
GROUND LEVEL
+567.742
10.100 1.2001.200
1.2
00
1.1
70
12.500
6.250
4.5
00
0.1
00
10.2
31
1.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch. 3+
658
.7
88
CULVERT
BACKFILL
+577.672
6.250
1.2
60
2.00
1
+575.672
MICROPILE
MICROPILE
SEWAGE PIPE
Ø 1.800
SEWAGE PIPE
Ø 1.800
MICROPILE
MICROPILE
TO BE DIVERTED
TO BE DIVERTED
0.8
00
ANCHORS
ANCHORS
S-18
-
SECTION
S-19
-
SECTION
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
9 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
9 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
T.O.R. +570.421
GROUND LEVEL
+568.251
9.350 1.0001.000
1.0
00
1.1
70
11.350
5.675
7.1
75
0.1
00
9.4
45
1.0001.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 3
+6
73
.1
63
CULVERT
BACKFILL
5.675
REINFORCED
CONCRETE STRUT
T.O.R. +570.421
GROUND LEVEL
+568.251
9.350 1.0001.000
1.0
00
1.1
70
11.350
5.675
7.2
52
0.1
00
9.4
22
1.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch. 3
+6
73
.1
63
CULVERT
BACKFILL
5.675
REINFORCED
CONCRETE STRUT
GROUND LEVEL
+577.596
8.0
48
1.000 1.000 1.0008.700 1.000
1.0
00
1.1
70
5.350
0.1
00
5.8
78
10.700
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL
BACKFILL
LEAN CONCRETE
LINING WALL
T.O.R. +571.718
+569.547
Ch
. 3
+7
02
.5
38
BOTTOM SLAB
CULVERT
T.O.R. +571.718
GROUND LEVEL
+569.548
8.703 1.0001.000
1.0
00
1.1
70
10.703
5.351
5.8
78
0.1
00
8.1
48
1.0001.000
IN
FR
AS
TR
UC
TU
RE
AX
IS
LINING WALL
LEAN CONCRETE
BOTTOM SLAB
Ch
. 3
+7
02
.5
38
CULVERT
BACKFILL
5.351
REINFORCED
CONCRETE STRUT
SEWAGE PIPE
Ø 1.800
SEWAGE PIPE
Ø 1.800
SEWAGE PIPE
Ø 1.800
SEWAGE PIPE
Ø 1.800
MICROPILE
MICROPILE
+577.596
+576.973
+577.596
+576.973
+577.596
+576.973
ANCHORS
S-20
-
SECTION
S-21
-
SECTION
S-22
-
SECTION
S-23
-
SECTION
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
10 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
10 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")
GROUND LEVEL
+577.357
4.1
11
1.0000.800 0.8008.700 1.000
0.8
00
1.1
70
5.150
0.10
02.1
41
10.300
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL BACKFILL
LEAN CONCRETE
BOTTOM SLAB
LINING WALL
T.O.R. +575.215
+573.245
Ch
. 3
+7
68
.7
88
GROUND LEVEL
+577.357
4.3
11
1.000 1.000 1.0008.700 1.000
1.0
00
1.1
70
5.350
0.10
02.1
41
10.700
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL BACKFILL
LEAN CONCRETE
BOTTOM SLAB
LINING WALL
T.O.R. +575.215
+573.045
Ch
. 3
+7
68
.7
88
GROUND LEVEL
+577.200
2.1
92
1.0000.800 0.8008.700 1.000
0.8
00
1.1
70
5.153
0.1
00
10.300
IN
FR
AS
TR
UC
TU
RE
AX
IS
BACKFILL
BACKFILL
LEAN CONCRETE
BOTTOM SLAB
LINING WALL
T.O.R. +577.078
+577.110
Ch
. 3
+0
66
.6
17
S-24
-
SECTION
S-26
-
SECTION
S-25
-
SECTION
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
WATERPROOFING
PACKAGE
M-ANM-3J1TU2-CTCC-EDR-200009 P1
11 11
M-ANM-3J1TU2-CTCC-EDR-200009 P1
11 11
UNDERGROUND SECTION
90% DETAILED DESIGN
CUT AND COVER RAMP ON 3J2 SIDE
PERMANENT WORKS
CROSS SECTIONS
APRIL 2016
1/100
1/200
2.5 5m
P1 01.04.2016
INTRA AND INTER-DISCIPLINARY CHECKS (IDC)
R.R.L.
PROJECT
RIYADH METRO PROJECT
PACKAGE 2
REV. DATE DESCRIPTION APP.
DATE SCALES
DRAWING
ALTERNATE DOCUMENT NUMBER
0
A1=
A3=
ORIGINAL SIZE A1
ARRIYADH NEW MOBILITY
ANM DRAWING NUMBER REVISION SHEET
of
REVISION SHEET
of
ORIGINATOR CHECK REVIEW APPROVAL
LINE 3
LINE 1
LINE 2
LINE 4
LINE 6
LINE 5
LINE 1
LINE 4
LINE 6
LINE 2
UNDERGROUND SECTION
C&C RAMP ON 3J2 SIDE
KEY PLAN
LINE 3
P.P.M. R.R.L.M.G.N.
LEGEND
TOP OF RAILT.O.R.
BACKFILL
NOTES:
1. DIMENSIONS IN METERS
2. FOR WATERPROOFING DETAILS SEE DRAWING:
"M-ANM-3J1TU2-CTCC-EDR-200010"
3. ALIGNMENT AXIS REFERS TO INFRASTRUCTURE AXIS
DEFINED IN DRAWING "M-ANM-3J1TU2-CRAL-EDR-200001"
3. FOR CROSS SECTION DETAILS WITHIN THE CUT AND COVER
STRUCTURE, REFER TO ALIGNMENT DRAWING:
"M-ANM-3J1TU2-CRAL-EDR-200004"
4. FOR LONGITUDINAL PROFILE, REFER TO:
"M-ANM-3J1TU2-CTCC-EDR-200008"
5. THE INDICATED LOCATION OF UTILITIES (SEWER PIPE AND
DRAINAGE CULVERT) IS IN ACCORDANCE WITH DETAILED
SURVEY ("EXISTING COMPOSITE UTILITIES, LAYOUT PLAN &
SECTIONS: "M-ANM-3J23K1-CU00-EDR-000090, CULVERT
AS-BUILT DATA FINAL TEST2 29.12")