1. 3600 S/S
1200 1200
3600 S/S
12001200600
A
B
A
B
600
1790
1790
2170
2170
198119811981
198119811981
1200 1200
1200 1200 12001200600600
C
1981198119811981
19811485198119811981
1981
1981
720
1 1
2
2 3 C
2170
2170
1790
1790
1200
990
2700 S/S 720 S/S
3600S/S
3600S/S
720
6
3
600 900 600
2170
1790
148514851485
1790
1790
1200
1200 1200
720 S/S
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
Amendments
Rev By Auth Date
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
ADL/LOM
TL
JFD
07.04.15
STEEL SHUTTER
STATION EDGE PIER-STEM PLAN & SECTION
RIYADH METRO LINE 3
ARRIYADH NEW MOBILITY
KPR006320 13 29 100 01 C
PIER STEAM (ELEVATION 1-1)
SECTION A-A (SHOWING KWIKSTAGE SUPPORT)
SECTION B-B (SHOWING KWIKSTAGE WORKING PLATFORM)
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287
900
1000
1500
2000
1200 1800 2400
1470 1470 2170 2560
1790 1790 2170 2730
2170 2170 2560 3030
Bay width
Liftheight
1470
Bracing Chart and Detail
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det.
S/Slim Soldier to S/Slim Soldier Connection Detail
Detail of Superslim Soldier to Handrail Connection
Falsework Stability
Customer Drawing Reference
RMDK Drawing Reference
S/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Plan Legend
A
B
C

2. DD
C
2400
2400
2400
2400
2400
2400
2400
2400
1200
1200
1200
1200
1200
1200
1200 1200
1200 1200
1200 1200
1200 1200
600 600
600
Brace
Brace
Brace
Brace
Brace
Brace
600
Brace
Brace Brace
Brace
1200
1200
1200
1200
1200
1200
Brace
Brace
1200
1200
1200
1500 Tube
2000Tube
Brace
Brace
Brace
6
900
900
900
1200
Brace
900
600 900 600
600 900 600
600 900 600
2000Tube
2000Tube
2000Tube
Brace
Brace
Brace
Brace
1200
1200
1200
Brace
Brace
Brace
900
900
900
1200
Brace
900
600 900 600
600 900 600
600 900 600
1500 Tube
1500 Tube1500 Tube
Brace
Brace
Brace
Brace
Brace
Brace
3600 S/S
1200
1200
3600 S/S
1200
1200
1800
1200
1200
1790
2170
2560
2170
600
198119811981
198119811981
198119811981
19811981
1200
1200 1200
1800
12001981
1981
1485
6
1981
1981
1800
1200
1800
1200
1800
1200
720
720 S/S2700 S/S
2170
2170
1790
1790
990
900
900
900
900
900
900
2170
1790
148514851485
990148514851485
2
2
3
3
1 1
2500 Tube
2500 Tube
1500Tube
720 S/S
720
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
Amendments
Rev By Auth Date
PIER STEM (ELEVATION 2-2)
SECTION C-C (SHOWING STEM WORKING PLATFORM)
SECTION D-D (SHOWING KWIKSTAGE SUPPORT)
900
1000
1500
2000
1200 1800 2400
1470 1470 2170 2560
1790 1790 2170 2730
2170 2170 2560 3030
Bay width
Liftheight
1470
Bracing Chart and Detail
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det.
S/Slim Soldier to S/Slim Soldier Connection Detail
80
Lift Height Safe Working Load
1500
60
2000
Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
RMDK Drawing Reference
S/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287
Falsework Stability
STARTING PANEL ELEVATION
SCAFFOLD BOARD CLAMP
A
B
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
ADL/LOM
TL
JFD
07.04.15
STEEL SHUTTER
STATION EDGE PIER-STEM PLAN & SECTION
RIYADH METRO LINE 3
ARRIYADH NEW MOBILITY
KPR006320 13 29 100 02 C
C

3. 3600 S/S3600 S/S
EE
3600 S/S3600 S/S
1800
1790
2170
600
1981
1981
C 6
12001200
2700 S/S 720 S/S
1485
720
1800
S/S
1790
1981
1200
1485
1485
2170
720 720
1981198119811981198119811485148514851981
19811981198119811981198114851485148514851981
120012006001200 1200 600
120012006001200 1200 600
2170
2170
2170
2170
2170
2170
19811981198119811981198114851485148514851981
1981198119811981198119811485148514851981
1200 1200
1200 1200
2170
2170
2170
2170
2170
2170
990
990
1790
1470
1790
1470
14701470
1485
900
900
900
900
900
600 900 600
600 900 600
600 900 600
2170
2170
2170
1790
1470
2000
Tube 2000
Tube
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
Amendments
Rev By Auth Date
PIER CROWN (ELEVATION 1-1)
SECTION E-E (SHOWING CROWN PLATFORM)
PIER CROWN (ELEVATION 3-3)TYPICAL STAIR CASE ELEVATION
STAIR CASE UNIT (ALUMINUM VERSION)
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287
Falsework Stability
A
B
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
ADL/LOM
TL
JFD
07.04.15
STEEL SHUTTER
STATION EDGE PIER-CROWN DETAIL
RIYADH METRO LINE 3
ARRIYADH NEW MOBILITY
KPR006320 13 29 100 03 C
C

4. 600
1200
Brace
1800
1200
Brace
1800
600
1200
600 600
1200
900
1800
1800
900
900
1200
2170
1790
25002000300020003000
19811981198119811981
19811981198119811981
1200
2170
900
1790
2 2
1
1
1200 1200
A A
B B
1800600
C
1790
1790
2560
2170
C
1200
720
2170
2170
198119811485148514851485
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
A
Amendments
Rev By Auth Date
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
NCC
TL
JD
--
Pier Stem-Steel Panel, K/Stage Access-Sheet 1 of 2
Central Station Piers
Package-2, Line-3, Riyadh Metro
Ar Riyadh New Mobility
KPR006320 14 29 100 01 C
PIER STEM ELEVATION 2-2
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det. S/Slim Soldier to S/Slim Soldier Connection DetailS/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
Falsework Stability
PLAN A-A (SHOWING KWIKSTAGE SUPPORT LAYOUT)
PLAN B-B
Product Notes : Kwikstage Access / Kwikstair
RMDK Drawing Reference
(SHOWING KWIKSTAGE WORKING PLATFORM SUPPORT )
PLAN C-C
(SHOWING TOP WORKING PLATFORM)
!
Note:
All dimensions and elevations
to be confirmed by Customer
!
All bolt holes on steel panels
to be used with specified bolts
Denotes s/slim prop assembly location
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287.0
Pier Stem Elevation 1-1 - Showing Kicker Panel
B
C

5. 3
3
1200
B B
2170
1790
2170
19811981
1200
2170
900
19811981
1981198119811981198119811981
1485148514851485
1790
3000300030003000
3000300030003000
540
180
1800 S/S 900 S/S 540
1800 S/S 900 S/S 540
3600S/S2700S/S
3600S/S2700S/S
2700 S/S
1800S/S
2700 S/S
180
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
A
Amendments
Rev By Auth Date
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det.
S/Slim Soldier to S/Slim Soldier Connection DetailS/Slim Soldier End to End Connection DetailS/Slim Soldier to Strut Adaptor Connection Detail Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
Falsework Stability
Product Notes : Kwikstage Access / Kwikstair
RMDK Drawing Reference
PIER STEM (ELEVATION 3-3) - FIRST POUR
PLAN B-B
RAPIDSHOR STAIR UNIT (ALUMINUM VERSION)
Product Notes : Rapidshor
!
Note:
All dimensions and elevations
to be confirmed by Customer
!
All bolt holes on steel panels
to be used with specified bolts
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m287.0
DENOTES S/SLIM PROP ASSEMBLY LOCATION
PLAN B-B (SHOWING PRIMARY BEAM)
B
C
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
NCC
TL
JD
--
Pier Stem-Steel Panel, K/Stage Access-Sheet 2 of 2
Central Station Piers
Package-2, Line-3, Riyadh Metro
Ar Riyadh New Mobility
KPR006320 14 29 100 02 C

6. 44
D D
1200
2170
2170
1790
1470
1200
2170
2170
1790
1470
E E
19811981198119811981198119811981
1485148514851485
1485
6003500 Tube
3500 Tube
3500 Tube
3500 Tube
150030003000300030003000300030003000
150030003000300030003000300030003000
900
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
A
Amendments
Rev By Auth Date
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det. S/Slim Soldier to S/Slim Soldier Connection DetailS/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
Falsework Stability
Product Notes : Kwikstage Access / Kwikstair
RMDK Drawing Reference
CORBEL (ELEVATION 4-4) - SECOND POUR
PLAN D-D
(SHOWING KWIKSTAGE WORKING PLATFORM SUPPORT )
PLAN E-E
(SHOWING TOP WORKING PLATFORM)
Product Notes : Rapidshor
!
Note:
All dimensions and elevations
to be confirmed by Customer
!
All bolt holes on steel panels
to be used with specified bolts
DENOTES TURNBUCKLE LOCATION
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m245
B
C
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
NCC
TL
JD
--
Corbel-Steel Panel, Kwikstage Access
Central Station Piers
Package-2, Line-3, Riyadh Metro
Ar Riyadh New Mobility
KPR006320 14 29 100 03 C

7. 15001500
G G
E F
2170
2170
1200 1200
2170
2170
1790
1470
1790
4500 Tube
1981198119811981198119811981198119819901485148514851485
600
3500 Tube
3500 Tube
3500 Tube
3500 Tube
1470
30003000300030003000300030003000
1500150030003000300030003000300030003000
900
4500 Tube
4500 Tube
5
5
Not checked for erection
Status
Preliminary For discussion
!
RMD Kwikform
Registered Company RMD Kwikform Ltd.
A Member of Interserve Plc.
Middle East
www.rmdkwikform.com
Conditions
A
Amendments
Rev By Auth Date
Kwikstage Propping - Loading Data
55.0kN
40.0kN
27.5kN
K/Stage U-Head to S/Slim Soldier Connection Det. S/Slim Soldier to S/Slim Soldier Connection DetailS/Slim Soldier End to End Connection Detail
S/Slim Soldier to Strut Adaptor Connection Detail
Detail of Superslim Soldier to Handrail Connection
Customer Drawing Reference
Falsework Stability
Product Notes : Kwikstage Access / Kwikstair
RMDK Drawing Reference
PIER CROWN (ELEVATION 5-5) - THIRD POUR
PLAN F-F
(SHOWING KWIKSTAGE WORKING PLATFORM SUPPORT )
PLAN G-G
(SHOWING TOP WORKING PLATFORM)
Product Notes : Rapidshor
!
Note:
All dimensions and elevations
to be confirmed by Customer
!
All bolt holes on steel panels
to be used with specified bolts
DENOTES S/SLIM PROP ASSEMBLY LOCATION
Application Notes : Wall Formwork
Concrete Pressure
Maximum Concrete Pressure not to exceed : kN/m266
B
C
Drawing Description
Reviewed byDrawn by
Designed by
Scale A1
Drawing Number
-
1:
Revision
Scale A3 1: Date
- - -
NTS
NTS
NCC
TL
JD
--
Crown- Steel Panel, Kwikstage Access
Central Station Piers
Package-2, Line-3, Riyadh Metro
Ar Riyadh New Mobility
KPR006320 14 29 100 04 C