3. 11
3
4
5
6
C F L M S
9
7
8
22
2'
3'
A B D NG H I J K L' RQO P
10
E
P175
P184
P186P176 P179
P178
P185
P182
P183
P001
P002
P063
P065
P135
P132
P133
P134
P014
P064
P017
P164P161P157
P158 P162 P165
P163
P159
P111
P106
P114 P117
P115P112
P113 P116
P125
P124P118
P119
P120
P121
P122
P123
P160
P148 P154
P153
P056
P058P057
P068
P070P069
P089
P091P090
P101
P103P102
P098
P100P099
P051
P053P052
P044
P046P045
P072 P076
P079
P080
P081
P077P073
P074 P078
P005
P006
P009
P010
P007
P008
P047 P059
P060
P061
P062P049 P050
P071 P075
P048
P097P096
P088
P087
P012
P013
P016P015
P004
P003
P042 P043 P054 P055
P094 P095
P029
P023
P034
P033
P011
P018
P024
P173 P180
P152
P156
P146
P137 P141
P140 P144
P190
P138 P142
P139
P143
P108
P109
P107 P110
P104 P105
P085P084
P166
P093
P092
P128
P129
P130
P126 P127
P131
P145 P149
P150
P191
P147
P174
P171
P181
P177
P172
P167
P169
P170
P030
P151
P155
P189
P168
AREA IN ABEYANCE PENDING
UPDATED LAYOUT
1600kN
1750kN
1900kN
7800kN
1950kN
1650kN
1800kN
145kN/m
145kN/m
145kN/m
190kN/m
2000 5125 2375 3565 3935 3400 4250 3400 3400 2757 2757 410 4175 2440 3000 3955 5745 6344 5263
8000282542507300749067603950
1694
527323033950
P067 P082 P083P066
P040
P041
P039
P038
P031P019
P188
P020
P021
P187
P035
P196
P028
P027
P025
P026
P022
P037 P036
P194
P198
P192 P193
9536
P197
2160 19600
24746
326
1824
24034143 1837
30230
2150
3550kN
SUTHERLAND ROW
12
11
1to12
1to12
1to12
1to12
KirkstallHo
MelroseHo
FonthillHo
Evesham
Ho
El Sub Sta
• DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/VERIFIED ON
SITE.
• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST ARCHITECTURAL,
STRUCTURAL AND BUILDING SERVICES DRAWINGS AND SPECIFICATIONS.
• ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE, ALL LEVELS IN METRES UNLESS
NOTED OTHERWISE.
• ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER
IMMEDIATELY.
• THIS DRAWING MUST NOT BE USED FOR INSTALLATION PURPOSES. THE CONTRACTOR SHALL
PRODUCE INSTALLATION DRAWINGS.
PROJECT ISSUER TRADE AREA TYPE LEVEL SEQUENCE REV
Head Office:
Elizabeth House,
39 York Road,
London, SE1 7NQ.
Tel:020 7401 0020
Fax:020 7401 0030
www.bouygues−uk.com
DRAWING TITLEALL REVISIONS
PROPOSED STATUS
SCALE BIM FILE NAMEName Signature Date
Designed by
Drawn by
Checked
Approved
ORIGINATOR
FIRST ISSUE DATE
@ A1
NOTES: KEY PLAN: CLIENT LOGO
1 : 100
EBURY CENTRE
PILE LAYOUT
28/08/15
Designer
Author
Checker
Approver
ECW CAP A21 ALL GA LG 010097 D
ECW-CAP-A21-ALL-01-CTL
PRELIMINARY
1 : 100
PILE LAYOUT
28.08.15 FOR INFORMATION ONLY
HB
SD
ZC
JPC
HB MM ZC JPC
CONTIG PILE LOADS (ALL LOADS CHACTARISTICS)
• GRAVITYPOINT / LINE LOADS SHOWN, ARE ACTING AT THE TOP
OF THE CAPPING BEAM.
• THE FOLLOWING LATERAL LOADS ON THE WALL IN THE
TEMPORARY CONDITION
- TRAFFIC USAGE = 20kN/m²
- EARTH PRESSURE = APPOXIMATELY 3.0m
• MINIMUM OUT OF PLUMB OF 75mm IN THE DESIGN
02.09.15 FOR INFORMATION ONLY HB RG ZC JPC
28.08.15
28.08.15
28.08.15
28.08.15
Rev DATE REVISION HISTORY Dsg Drw Chk App
A
B
C
D
DENOTES POINT LOADS
DENOTES LINE LOADS
kN
kN/m
07.09.15 MINOR REVISIONS LAYOUT UPDATED HB RG ZC JPC
02.10.15 SHEET PILE SETTING OUT ADDED HB RG ZC JPC

4. 11
3
4
5
6
C F L M S
2
011200
C
LG
-01
C
LG
-06
C
LG
-06
C
LG
-03
C
LG
-03
C
LG
-01
C
LG
-01
C
LG
-01
C
LG
-07
C
LG
-07
C
LG
-06
C
LG
-06
C
LG
-06
C
LG
-06
C
LG
-07
C
LG
-06
C
LG
-06
C
LG
-07
200 THK GROUND
BEARING RAMP
SLAB
300 THK RC SLAB
THROUGHOUT
PC3
PC4
PC4PC2
PC4PC4
PC4 PC4
PC6
PC1
9
ALL RC CORE WALLS TO BE 200 THK
GB03GB03GB03
ALL PILES TO BE 600mm DIAMETER
UNLESS NOTED OTHERWISE
STRUCTURE SUBJECT TO
ARCHITECT & MEP CO-ORDINATION
& INTEGRATION
4
011200
3
011200
CULVERT SHOWN
INDICATIVELY ONLY
PC1
6
011201
5
011200
7
8
22
2'2'
3'
A B D N
2825800042507300749067603950
C
LG
-02
C
LG
-02
C
LG
-02
G H I J K L' RQO P
PC4
2000 5125 2375 3565 3935 3400 4250 3400 3400 2757 2757 410 4175 2440 3000 3955 5745 6344 5263
200 THK RC
WALL
200 THK RC
WALL
150 THK RC
FACING
WALL
150 THK RC
FACING
WALL
200 THK RC
WALL
200 THK RC
WALL
270 THK RC
WALL
200 THK RC
WALL
C
LG
-02
?
SSL 3.000
10
200 THK RC
WALL
C
LG
-07
C
LG
-03
PC4
PC2
GB03GB03
PC2
GB03GB03
GB02
GB04
GB04
GB04
GB01
GB01GB01
PC7
E
E'
8
011201
PC2
PC6
PC7
PC8
PC2 PC2
GB02
10
011201
9
011201
7
011201
PC10
PC9
PC13
GB01
GB05 GB05
GB05
GB06
C
LG
-01
11
011201
PC2
PC1
PC2
PC3 PC5
300 RC SLAB TBC
550
GB01 GB01
PC11
PC12
GB02
C
LG
-06
PC2
PC2
527323033950
EXISTING RETAINING WALL
SITE
BOUNDARY
SITE
BOUNDARY
SITE
BOUNDARY
SITEBOUNDARY
SITE BOUNDARY
SITE BOUNDARY
895
2
011205
300 THK RC
WALL
300 THK RC
WALL
1
011205
C
LG
-07
3
011205
C
LG
-07
C
LG
-01
C
LG
-06
C
LG
-06
C
LG
-07
A
010403
460 4715
1
301121
2
301121
1
301120
2
301120
3
301120
4
301120
1
301122
2
301122
1
301124
SSL 3.000
300 RC SLAB TBC
SSL 3.000 m
RC
1
301123
1
301125
2
301125
1
301126
2
301126
3
301126
1
301127
2
301127
1
301128
2
301128
6
C F
9
7
8
A B D
10
C
LG
-07
GB03
PC1
200 THK RC
WALL
150 THK RC
FACING
WALL
CONTINUATION OF LOWER GROUND FLOOR
EE'
2000 5125 2375 2455 1110 3935
80002825
SUTHERLAND ROW
12
11
1to12
1to 12
1to12
1to12
KirkstallHo
MelroseHo
FonthillHo
Evesham
Ho
ElSub Sta
• DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/VERIFIED ON
SITE.
• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST ARCHITECTURAL,
STRUCTURAL AND BUILDING SERVICES DRAWINGS AND SPECIFICATIONS.
• ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE, ALL LEVELS IN METRES UNLESS
NOTED OTHERWISE.
• ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER
IMMEDIATELY.
• THIS DRAWING MUST NOT BE USED FOR INSTALLATION PURPOSES. THE CONTRACTOR SHALL
PRODUCE INSTALLATION DRAWINGS.
PROJECT ISSUER TRADE AREA TYPE LEVEL SEQUENCE REV
Head Office:
Elizabeth House,
39 York Road,
London, SE1 7NQ.
Tel:020 7401 0020
Fax:020 7401 0030
www.bouygues−uk.com
DRAWING TITLEALL REVISIONS
PROPOSED STATUS
SCALE BIM FILE NAMEName Signature Date
Designed by
Drawn by
Checked
Approved
ORIGINATOR
FIRST ISSUE DATE
@ A1
NOTES: KEY PLAN: CLIENT LOGO
1 : 100
EBURY CENTRE
LOWER GROUND FLOOR
18/12/14
RC
RG
ZC
JPC
ECW CAP A21 ALL GA LG 010099 D
ECW-CAP-A21-ALL-01-CTL
PRELIMINARY
30.04.15
30.04.15
30.04.15
30.04.15
PILE CAP SCHEDULE
REFERENCE SIZE
PC1 900x900x750 DP
PC2 2700x900x750DP
PC3 2700x1325x750DP
PC4 1800x2000x900 DP
PC5 SEE PLAN
PC6 2700x2700x1200DP
PC7 4500x2700x1200DP
PC8 2500x5800x1200DP
PC9 6400x2700x1200 DP
PC10 8625x6570x1200 DP
PC11 7087x3900x1200DP
PC12 SEE PLAN
PC13 SEE PLAN
PC14 SEE PLAN
RC RG ZC JCP
RC RG ZC JCP
1 : 100
LOWER GROUND LEVEL
NOTE
EXISTING WALL TO BE LOCALLY DEMOLISED
TO FACILITATE THE CONSTRUCTION OF PILE
CAPS
RC SKD ZC JCP
RC SKD ZC JCP
Rev DATE REVISION HISTORY Dsg Drw Chk App
A
B
C
L-GND BEAM SCHEDULE
REFERENCE SIZE
GB01 300 x 600 DP RC BEAM
GB02 900 x 750 DP RC BEAM
GB03 750 x 750 DP RC BEAM
GB04 900 x 900 DP RC BEAM
GB05 900 x 750 DP CAPPING
BEAM
GB06 900 x 740 DP RC BEAM
GB-01 550 x 600 DP 200/200 RC
Beam NOTCHED
GB-02 600 x 600 DP 200/250 RC
Beam NOTCHED
GB-03 600 x 600 DP 250/250 RC
Beam NOTCHED
GB-06 200 x 700 DP RC BEAM
GB-07 750 x 750 DP RC BEAM
COLUMN SCHEDULE-LGF-G
REFERENCE SIZE
C7-01 250 x 500mm
C7-02 250 x 600mm
WORK IN PROGRESS

5. 1
3
4
5
6
C F L M S
2
011200
C
G
-07
9 C
G
-04
C
G
-04
C
G
-04
C
G
-04
C
G
-04
C
G
-07
900x750 DEEP RC
CAPPING BEAM (TYP)
200 THK
RC SLAB
200 THK
PRECAST SLAB
200 THK PRECAST
SLAB
250 THK PRECAST
SLAB
250 THK
RC
SLAB
200 THK
RC SLAB
250 THK
RC SLAB
GB-06
B3
200 THK
RAMP SLAB
CONTIG PILE
WALL BELOW
C
G
-11
?
C
G
-13
C
G
-11
C
G
-04
ALL RC CORE WALLS TO BE 200 THK
ALL PILES TO BE 600mm DIAMETER
CONCRETE GRADE C32/40 GENERALLY
EXCEPT WHERE SPECIFIED
STRUCTURE SUBJECT TO
ARCHITECT & MEP CO-ORDINATION
& INTEGRATION
1
011200
4
011200
3
011200
GB5
SSL 6.840
SSL 7.140
SSL 7.470
6
011201
5
011200
250 THK
PRECAST SLAB
SSL 7.470
SSL 6.240
250 THK
RC SLAB
B8
7
8
22
2'
3'
A B D N
52732303
8000282542507300749067603950
G H I J K L' RQO P
SSL 6.240
C
G
-08
2000 5125 2375 3565 3935 3400 4250 3400 3400 2757 2757 410 4175 2440 3000 3955 5745 6344 5263
?
?
(WG-02)
?
?
(W1-19)
?
10
(WG-01) ?
C
G
-06
900x750 DEEP RC
CAPPING BEAM (TYP)
900x750 DEEP RC
CAPPING BEAM (TYP)
PC
PC
= PICKED UP COLUMN
PC
C
G
-02
C
G
-02
C
G
-02
C
G
-02
C
G
-03
C
G
-03
C
G
-03
C
G
-07
C
G
-07
C
G
-02
C
G
-02
C
G
-07
C
G
-02
C
G
-01
C
G
-07
PC PC
BEAM
UNDER
900x750
CAPPING
BEAM
900x750 DEEP RC
CAPPING BEAM (TYP)
E
E'
8
011201
GB-02GB-02
EXISTING
RETAINING
WALL
10
011201
9
011201
7
011201
1650kN
PC
C
G
-11
11
011201
GB-02 GB-02 GB-02 GB-03 GB-03
GB-02
895
1
011210
2
011205
2
011210
1
011205
3
011205
SUPPORT TO CLADDING BETWEEN
LOWER GROUND & GROUND FLOOR
T.B.C BY ARCHITECTS
C
G
-03
C
G
-03
706
520
400
400
C
G
-10
GB-01 GB-01
GB-01
GB-01
GB-02 GB-02 GB-02 GB-02
GB-02
GB-03 GB-03
C
G
-07
C
G
-07
C
G
-07
CLG-01(CU)
CLG-02(CU)
CLG-02(CU)
CLG-02(CU)
(WG-03)
(WG-04)
?
?
?
?
(W1-15)
(W1-16)
(WG-02)
C
LG
-07
?
A
010403
1
301121
GB-07
2
301121
250 THK PRECAST
SLAB
1
301120
2
301120
3
301120
4
301120
1
301122
2
301122
1
301124
1
301123
1
301125
2
301125
1
301126
2
301126
3
301126
1
301127
2
301127
1
301128
2
301128
1 : 100
GROUND FLOOR
SUTHERLAND ROW
12
11
1to12
1to 12
1to12
1to12
KirkstallHo
MelroseHo
FonthillHo
Evesham
Ho
ElSub Sta
• DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/VERIFIED ON
SITE.
• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST ARCHITECTURAL,
STRUCTURAL AND BUILDING SERVICES DRAWINGS AND SPECIFICATIONS.
• ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE, ALL LEVELS IN METRES UNLESS
NOTED OTHERWISE.
• ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER
IMMEDIATELY.
• THIS DRAWING MUST NOT BE USED FOR INSTALLATION PURPOSES. THE CONTRACTOR SHALL
PRODUCE INSTALLATION DRAWINGS.
PROJECT ISSUER TRADE AREA TYPE LEVEL SEQUENCE REV
Head Office:
Elizabeth House,
39 York Road,
London, SE1 7NQ.
Tel:020 7401 0020
Fax:020 7401 0030
www.bouygues−uk.com
DRAWING TITLEALL REVISIONS
PROPOSED STATUS
SCALE BIM FILE NAMEName Signature Date
Designed by
Drawn by
Checked
Approved
ORIGINATOR
FIRST ISSUE DATE
@ A1
NOTES: KEY PLAN: CLIENT LOGO
1 : 100
EBURY CENTRE
GROUND FLOOR
18/12/14
RC
RG
ZC
JPC
ECW CAP A21 ALL GA GND 010100 D
ECW-CAP-A21-ALL-01-CTL
PRELIMINARY
22.04.15
22.04.15
22.04.15
22.04.15
RC RG ZC JCP
RC ADF ZC JCP
RC SKD ZC JCP
RC SKD ZC JCP
Rev DATE REVISION HISTORY Dsg Drw Chk App
A
B
C
D
COLUMN SCHEDULE GND-1ST
REFERENCE SIZE
CG-01 350 x 650mm
CG-02 350 x 750mm
CG-03 350 x 600mm
CG-04 400 x 750mm
CG-06 200 x 600mm
CG-07 550 x 550mm
CG-08 800 x 500mm
CG-10 800 x 520mm
CG-11 650mm DIA
CG-13 800mm
WORK IN PROGRESS
BEAM SCHEDULE_GND FLOOR
REFERENCE SIZE
GB01 300 x 600 DP RC BEAM
GB02 900 x 750 DP RC BEAM
GB03 750 x 750 DP RC BEAM
GB04 900 x 900 DP RC BEAM
GB05 900 x 750 DP CAPPING BEAM
GB06 900 x 740 DP RC BEAM
GB-01 550 x 600 DP 200/200 RC Beam
NOTCHED
GB-02 600 x 600 DP 200/250 RC Beam
NOTCHED
GB-03 600 x 600 DP 250/250 RC Beam
NOTCHED
GB-06 200 x 700 DP RC BEAM
GB-07 750 x 750 DP RC BEAM

6. 1
3
4
5
6
C F L M S
B1-07
B1-06
B1-05
B1-04
B1-12
B1-11
B1-11
B1-09
9
C
1-03
C
1-03
C
1-03
STRUCTURE SUBJECT TO
ARCHITECT & MEP CO-ORDINATION
& INTEGRATION
BALCONIES IN ABEYANCE TO BE
CO-ORDINATED WITH ARCHITECT
DENOTES 200 THK
PRECAST SLAB
DENOTES 200 THK
PRECAST CANTILEVER
SLAB
C
1-03
C
1-03
7
8
22
2'
3'
A B
D
D N
28258000
5273
2303
42507300749067603950
2000 5125 2375 2440
G H I J K L' RQO P
3400 4250 3400 3400 2757 2757 410 4175 3000 3955 5745 6344 5263
C
1-03
C
1-03
180THKRC
WALL
180 THK RC
WALL
180 THK RC
WALL
200THKRC
WALL
W2
W2
W2
W1
W2
W1
W1
W1
W1
180 THK RC
WALL
200THKRC
WALL
10
B1-11
B1-08
RC RC RC
RC
RC
B1-07
B1-07
180x225DP BEAMS
B1-14
WALLBELOW
B1-11
B1-07
B1-07
B1-05
CG-13(CU)
CG-08(CU)
E
E'
3565 3935
C
1-01
C
1-01
10
011201
B1-01 B1-01
B1-08
B1-01 B1-01 B1-01
B2-08
B1-01
B1-01
B1-01 B1-01 B1-01
B1-08
B1-08
200 RC INSITU SLAB
B1-08
B1-08
B1-07
B1-05
B1-03
B1-10
B1-12
C
1-03
B1-07
CG-03(CU)
B1-03B1-03
C
1-06
CG-02(CU)
CG-02(CU)
CG-02(CU)
CG-03(CU)
CG-04(CU)
CG-03(CU)
CG-07(CU)
CG-07(CU)
CG-07(CU)
CG-04(CU)
CG-01(CU)
W2 W2 W2
180THKRC
WALLW2W2W2
W2
W2
180 THK RC
WALL
W2
W2
180 THK RC
WALL
W2
180 THK RC
WALL
W2
W2W1
W2
2645
W1
W1
W1
W1
B1-11B1-11
C
1-07
1
301121
INTERNAL FINISHES TO
ARCHITECTS DETAILS ON
F.F.L. = TBC
ON
1
301103
W2
W2
W2
W
2
W2
W1W1
W1
W1
W1
W2
S.S.L = +11.570
200 RC INSITU SLAB
INTERNAL FINISHES TO
ARCHITECTS DETAILS ON
F.F.L. = TBC
ON
S.S.L = +11.640
BR1-01_03
BR1-01_03
BR1-01_03
BR1-01_03
?
?
?
?
?
CG-04(CU)
SC
-02
CG-04(CU)
SC
-02
SC
-02
SC
-02
250mm Pre-Cast Slab
THERMAL BREAK THERMAL BREAK
THERMAL BREAK
THERMAL BREAK
2
301103
3
301103
S.S.L = +11.640
INTERNAL FINISHES TO
ARCHITECTS DETAILS ON
F.F.L. = TBC
ON
INTERNAL FINISHES TO
ARCHITECTS DETAILS ON
F.F.L. = TBC
ON
200 RC INSITU SLAB
2
301121
250mm Pre-Cast Slab
1
301120
2
301120
3
301120
4
301120
1
301122
2
301122
600 x 400 DP 250/250 RC Beam NOTCHED
CG-03(CU)
1
301124
1
301123
1
301125
2
301125
1
301126
2
301126
3
301126
1
301127
2
301127
1
301128
2
301128
1 : 100
LEVEL 1 PLAN
SUTHERLAND ROW
12
11
1to12
1to 12
1to12
1to12
KirkstallHo
MelroseHo
FonthillHo
Evesham
Ho
ElSub Sta
• DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/VERIFIED ON
SITE.
• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST ARCHITECTURAL,
STRUCTURAL AND BUILDING SERVICES DRAWINGS AND SPECIFICATIONS.
• ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE, ALL LEVELS IN METRES UNLESS
NOTED OTHERWISE.
• ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER
IMMEDIATELY.
• THIS DRAWING MUST NOT BE USED FOR INSTALLATION PURPOSES. THE CONTRACTOR SHALL
PRODUCE INSTALLATION DRAWINGS.
PROJECT ISSUER TRADE AREA TYPE LEVEL SEQUENCE REV
Head Office:
Elizabeth House,
39 York Road,
London, SE1 7NQ.
Tel:020 7401 0020
Fax:020 7401 0030
www.bouygues−uk.com
DRAWING TITLEALL REVISIONS
PROPOSED STATUS
SCALE BIM FILE NAMEName Signature Date
Designed by
Drawn by
Checked
Approved
ORIGINATOR
FIRST ISSUE DATE
@ A1
NOTES: KEY PLAN: CLIENT LOGO
1 : 100
EBURY CENTRE
LEVEL 01 PLAN
04/08/15
Designer
Author
Checker
Approver
ECW CAP A21 ALL GA 01 010101 B
ECW-CAP-A21-ALL-01-CTL
PRELIMINARY
22.04.15
22.04.15
22.04.15
22.04.15
RC RG ZC JCP
RC ADF ZC JCP
RC SKD ZC JCP
Rev DATE REVISION HISTORY Dsg Drw Chk App
A
B
C
BEAM SCHEDULE_1ST FLOOR
REFERENCE SIZE
B1-01 900 x 900 DP /200 RC Beam
NOTCHED
B1-03 600 x 600 DP /200/250 RC Beam
NOTCHED
B1-04 900 x 1000 DP RC BEAM
B1-05 1000 x 1100 DP RC BEAM
B1-06 900 x 1100 DP RC BEAM
B1-07 700 x 1000 DP RC BEAM
B1-08 300 x 600 DP RC BEAM
B1-09 500 x 1000 DP RC BEAM
B1-10 800 x 1000 DP RC BEAM
B1-11 600 x 900 DP RC BEAM
B1-12 900 x 900 DP RC BEAM
B1-14 450 x 700 DP RC BEAM 1ST FLOOR
B10-01 600 x 400 DP RC BEAM
B10-02 180 x 500 DP RC BEAM
COLUMN SCHEDULE 1ST-2ND
REFERENCE SIZE
C1-01 350 x 600mm
C1-03 550 x 550mm
C1-06 250 x 600mm
C1-07 250 x 500mm
C10-01 250 x 500mm
C10-02 250 x 600mm

7. SSL 3.000 m
LOWER GROUND LEVEL
SSL 6.240 m
UTC GROUND LEVEL
SSL 11.640 m
UTC LEVEL 1
C F
SSL 15.240 m
UTC LEVEL 2
SSL 18.840 m
UTC LEVEL 3
SSL 22.440 m
UTC LEVEL 4
SSL 25.970 m
UTC LEVEL 5
SSL 29.850 m
UTC ROOF
A B D GE
2000 5125 2375 3565 3935 3400
SSL 3.000 m
LOWER GROUND LEVEL
SSL 6.240 m
UTC GROUND LEVEL
SSL 11.640 m
UTC LEVEL 1
C F
SSL 15.240 m
UTC LEVEL 2
SSL 18.840 m
UTC LEVEL 3
SSL 22.440 m
UTC LEVEL 4
SSL 25.970 m
UTC LEVEL 5
SSL 29.850 m
UTC ROOF
A B D GE
2000 5125 2375 3565 3935 3400
SUTHERLAND ROW
12
11
1to12
1to12
1to12
1to12
KirkstallHo
MelroseHo
FonthillHo
Evesham
Ho
El Sub Sta
• DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/VERIFIED ON
SITE.
• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST ARCHITECTURAL,
STRUCTURAL AND BUILDING SERVICES DRAWINGS AND SPECIFICATIONS.
• ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE, ALL LEVELS IN METRES UNLESS
NOTED OTHERWISE.
• ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER
IMMEDIATELY.
• THIS DRAWING MUST NOT BE USED FOR INSTALLATION PURPOSES. THE CONTRACTOR SHALL
PRODUCE INSTALLATION DRAWINGS.
PROJECT ISSUER TRADE AREA TYPE LEVEL SEQUENCE REV
Head Office:
Elizabeth House,
39 York Road,
London, SE1 7NQ.
Tel:020 7401 0020
Fax:020 7401 0030
www.bouygues−uk.com
DRAWING TITLEALL REVISIONS
PROPOSED STATUS
SCALE BIM FILE NAMEName Signature Date
Designed by
Drawn by
Checked
Approved
ORIGINATOR
FIRST ISSUE DATE
@ A1
NOTES: KEY PLAN: CLIENT LOGO
1 : 100
EBURY CENTRE
BUILDING CROSS SECTIONS
13/10/15
Designer
Author
Checker
Approver
ECW CAP A21 ALL SEC ZZ 301121 A
ECW-CAP-A21-ALL-01-CTL
PRELIMINARYRev DATE REVISION HISTORY Dsg Drw Chk App
1 : 100
SECTION 1-1
1 : 100
SECTION 2-2
IMP LG ZC JCP13.10.15 PRELIMINARY ISSUEA

8. SSL 6.240 m
UTC GROUND LEVEL
1
SSL 7.470 m
RESI GROUND LEVEL
SSL 11.570 m
RESI LEVEL 1
SSL 14.720 m
RESI LEVEL 2
SSL 17.870 m
RESI LEVEL 3
SSL 21.020 m
RESI LEVEL 4
SSL 24.170 m
RESI LEVEL 5
SSL 27.320 m
RESI LEVEL 6
SSL 30.470 m
RESI LEVEL 7
SSL 33.620 m
RESI LEVEL 8
SSL 36.770 m
RESI LEVEL 9
SSL 39.920 m
RESI LEVEL 10
SSL 43.170 m
RESI ROOF
22'
2303 3950
SSL 3.000 m
LOWER GROUND LEVEL
SSL 6.240 m
UTC GROUND LEVEL
3
SSL 7.470 m
RESI GROUND LEVEL
SSL 11.570 m
RESI LEVEL 1
SSL 14.720 m
RESI LEVEL 2
SSL 17.870 m
RESI LEVEL 3
SSL 21.020 m
RESI LEVEL 4
SSL 24.170 m
RESI LEVEL 5
SSL 27.320 m
RESI LEVEL 6
SSL 30.470 m
RESI LEVEL 7
SSL 33.620 m
RESI LEVEL 8
SSL 36.770 m
RESI LEVEL 9
SSL 39.920 m
RESI LEVEL 10
SSL 43.170 m
RESI ROOF
2'3'
816 4457
SSL 3.000 m
LOWER GROUND LEVEL
SSL 6.240 m
UTC GROUND LEVEL
3
SSL 7.470 m
RESI GROUND LEVEL
SSL 11.570 m
RESI LEVEL 1
SSL 14.720 m
RESI LEVEL 2
SSL 17.870 m
RESI LEVEL 3
SSL 21.020 m
RESI LEVEL 4
SSL 24.170 m
RESI LEVEL 5
SSL 27.320 m
RESI LEVEL 6
SSL 30.470 m
RESI LEVEL 7
SSL 33.620 m
RESI LEVEL 8
SSL 36.770 m
RESI LEVEL 9
SSL 39.920 m
RESI LEVEL 10
SSL 43.170 m
RESI ROOF
22'3'
816 4457 2303
SSL 3.000 m
LOWER GROUND LEVEL
SSL 6.240 m
UTC GROUND LEVEL
34
SSL 7.470 m
RESI GROUND LEVEL
SSL 11.570 m
RESI LEVEL 1
SSL 14.720 m
RESI LEVEL 2
SSL 17.870 m
RESI LEVEL 3
SSL 21.020 m
RESI LEVEL 4
SSL 24.170 m
RESI LEVEL 5
SSL 27.320 m
RESI LEVEL 6
SSL 30.470 m
RESI LEVEL 7
SSL 33.620 m
RESI LEVEL 8
SSL 36.770 m
RESI LEVEL 9
SSL 39.920 m
RESI LEVEL 10
SSL 43.170 m
RESI ROOF
3'
6674 816
SUTHERLAND ROW
12
11
1to12
1to12
1to12
1to12
KirkstallHo
MelroseHo
FonthillHo
Evesham
Ho
El Sub Sta
• DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/VERIFIED ON
SITE.
• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST ARCHITECTURAL,
STRUCTURAL AND BUILDING SERVICES DRAWINGS AND SPECIFICATIONS.
• ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE, ALL LEVELS IN METRES UNLESS
NOTED OTHERWISE.
• ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER
IMMEDIATELY.
• THIS DRAWING MUST NOT BE USED FOR INSTALLATION PURPOSES. THE CONTRACTOR SHALL
PRODUCE INSTALLATION DRAWINGS.
PROJECT ISSUER TRADE AREA TYPE LEVEL SEQUENCE REV
Head Office:
Elizabeth House,
39 York Road,
London, SE1 7NQ.
Tel:020 7401 0020
Fax:020 7401 0030
www.bouygues−uk.com
DRAWING TITLEALL REVISIONS
PROPOSED STATUS
SCALE BIM FILE NAMEName Signature Date
Designed by
Drawn by
Checked
Approved
ORIGINATOR
FIRST ISSUE DATE
@ A1
NOTES: KEY PLAN: CLIENT LOGO
1 : 100
EBURY CENTRE
BUILDING CROSS SECTIONS
13/10/15
Designer
Checker
Approver
ECW CAP A21 ALL SEC ZZ 301120 A
ECW-CAP-A21-ALL-01-CTL
PRELIMINARYRev DATE REVISION HISTORY Dsg Drw Chk App
1 : 100
SECTION 1-1
1 : 100
SECTION 2-2 1 : 100
SECTION 3-3
1 : 100
SECTION 4-4
IMP LG ZC JCP13.10.15 PRELIMINARY ISSUEA

9. F GE
PC10
GB04
200 THK RC
WALL
200 THK RC
WALL
SSL 3.000 m
TOC 1.600 m
1400
600 THK RC
WALL
600 THK RC
WALL
300 RC SLAB TBC300 RC SLAB TBC
3935 3400
575
O P
3.000 m
1.600 m
200 THK RC
WALL
200 THK RC
WALL
200 THK RC
WALL
PC12
1400
3955
100 1440 975
300 RC SLAB TBC
900
3 43'
200 THK RC
WALL
200 THK RC
WALL
200 THK RC
WALL
200 THK RC
WALL
300 RC SLAB TBC
600 THK RC
WALL
600 THK RC
WALL
3.000 m
1.600 m
PC10
1400
816 6674
224 1735 2357
300 RC SLAB TBC
SUTHERLAND ROW
12
11
1to12
1to12
1to12
1to12
KirkstallHo
MelroseHo
FonthillHo
Evesham
Ho
El Sub Sta
• DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/VERIFIED ON
SITE.
• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST ARCHITECTURAL,
STRUCTURAL AND BUILDING SERVICES DRAWINGS AND SPECIFICATIONS.
• ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE, ALL LEVELS IN METRES UNLESS
NOTED OTHERWISE.
• ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER
IMMEDIATELY.
• THIS DRAWING MUST NOT BE USED FOR INSTALLATION PURPOSES. THE CONTRACTOR SHALL
PRODUCE INSTALLATION DRAWINGS.
PROJECT ISSUER TRADE AREA TYPE LEVEL SEQUENCE REV
Head Office:
Elizabeth House,
39 York Road,
London, SE1 7NQ.
Tel:020 7401 0020
Fax:020 7401 0030
www.bouygues−uk.com
DRAWING TITLEALL REVISIONS
PROPOSED STATUS
SCALE BIM FILE NAMEName Signature Date
Designed by
Drawn by
Checked
Approved
ORIGINATOR
FIRST ISSUE DATE
@ A1
NOTES: KEY PLAN: CLIENT LOGO
1 : 50
EBURY CENTRE
LIFT PIT SECTIONS
09/10/15
Designer
Author
Checker
Approver
ECW CAP A21 ALL SEC LG 011205 A
ECW-CAP-A21-ALL-01-CTL
PRELIMINARYRev DATE REVISION HISTORY Dsg Drw Chk App
1 : 50
Section 156
1 : 50
Section 152
1 : 50
Section 157

10. L=LENGTHOFCONCRETECOREEMPTYBORE-VARIES
REINFORCEMENTTOHAVE6METRES
MINIMUMEMBEDMENTINALLPILES*
REINFT.TOPROJECTINTOPILECAP
FORAFULLBONDLENGTH
VARIES
75
* PILES DESIGNED TO RESIST AN UPWARD FORCE
ARE TO HAVE THE REINFT. CAGE CONTINUE FOR
THE FULL LENGTH OF THE PILE.
PILE DESIGN TO BE DONE BY SPECIALIST CONTRACTOR
FOUNDING LEVEL 'X'
OF PILE VARIES
PRELIMINARY
CUT-OFF LEVEL
BY PILING
CONTRACTOR
PILE REINF'T.
MIN'M. 6 No. BARS
WITH STIRRUPS.
REINF'T TO PROJECT
FROM TOP OF PILE
AS DESCRIBED
FINAL CUT-OFF
LEVEL BY
MAIN CONTRACTOR
FORMATION LEVEL VARIES
SUTHERLAND ROW
12
11
1to12
1to12
1to12
1to12
KirkstallHo
MelroseHo
FonthillHo
Evesham
Ho
El Sub Sta
• DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/VERIFIED ON
SITE.
• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST ARCHITECTURAL,
STRUCTURAL AND BUILDING SERVICES DRAWINGS AND SPECIFICATIONS.
• ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE, ALL LEVELS IN METRES UNLESS
NOTED OTHERWISE.
• ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEER
IMMEDIATELY.
• THIS DRAWING MUST NOT BE USED FOR INSTALLATION PURPOSES. THE CONTRACTOR SHALL
PRODUCE INSTALLATION DRAWINGS.
PROJECT ISSUER TRADE AREA TYPE LEVEL SEQUENCE REV
Head Office:
Elizabeth House,
39 York Road,
London, SE1 7NQ.
Tel:020 7401 0020
Fax:020 7401 0030
www.bouygues−uk.com
DRAWING TITLEALL REVISIONS
PROPOSED STATUS
SCALE BIM FILE NAMEName Signature Date
Designed by
Drawn by
Checked
Approved
ORIGINATOR
FIRST ISSUE DATE
@ A1
NOTES: KEY PLAN: CLIENT LOGO
1 : 20
EBURY CENTRE
PILE SCHEDULE
28/08/15
Designer
Author
Checker
Approver
ECW CAP A21 ALL SCH LG 010098 B
ECW-CAP-A21-ALL-01-CTL
PRELIMINARY
PILE SCHEDULE
Ref. No
VERTICAL LOADS HORIZONTAL LOAD
Cut-Off Level EASTINGS NORTHINGSDEAD & LIVE (kN) ± WIND (kN) WIND OR STABILITY (kN)
P160 1750 ±200 30.00 -0.325 528694637 178361334
P161 1700 ±300 30.00 -0.325 528693038 178362028
P162 1800 ±100 30.00 -0.325 528695333 178362933
P163 1800 ±200 30.00 -0.325 528697214 178363675
P164 1650 ±300 30.00 -0.325 528692134 178364321
P165 1750 ±200 30.00 -0.325 528694429 178365226
P166 1150 30.00 2.440 528735857 178336491
P167 1750 ±200 30.00 -0.325 528713105 178338655
P168 1750 ±300 30.00 -0.325 528713105 178338655
P169 1850 ±300 30.00 -0.325 528713105 178338655
P170 2150 ±300 30.00 -0.325 528713105 178338655
P171 1650 30.00 IN ABEYANCE TBC 528682476 178371439
P172 1650 30.00 IN ABEYANCE TBC 528684864 178372380
P173 1700 30.00 IN ABEYANCE TBC 528686683 178373097
P174 1700 30.00 IN ABEYANCE TBC 528686683 178373097
P175 1600 30.00 IN ABEYANCE TBC 528682476 178371439
P176 1550 30.00 IN ABEYANCE TBC 528684864 178372380
P177 1550 30.00 IN ABEYANCE TBC 528686022 178374772
P178 1550 30.00 IN ABEYANCE TBC 528681816 178373113
P179 1400 30.00 IN ABEYANCE TBC 528684204 178374055
P180 1350 30.00 IN ABEYANCE TBC 528686022 178374772
P181 1500 30.00 IN ABEYANCE TBC 528686022 178374772
P182 1500 30.00 IN ABEYANCE TBC 528679885 178378010
P183 1250 30.00 IN ABEYANCE TBC 528681895 178377835
P184 1100 30.00 IN ABEYANCE TBC 528683836 178377633
P185 1500 30.00 IN ABEYANCE TBC 528680615 178376363
P186 1200 30.00 IN ABEYANCE TBC 528683105 178379280
P187 1050 30.00 2.440 528733021 178328766
P188 1050 30.00 2.440 528733021 178328766
P189 1700 ±200 30.00 -0.325 528691989 178368863
P190 1700 ±600 30.00 1.375 528687853 178358947
P191 1650 ±600 30.00 1.675 528689209 178361099
P192 1550 ±600 30.00 1.375 528691117 178361851
P193 1450 ±600 30.00 1.375 528691117 178361851
P194 1300 ±250 30.00 1.825 528729788 178327491
P196 1200 ±250 30.00 2.440 528731408 178332967
P197 900 ±250 30.00 3.775 528722029 178346742
P198 900 ±250 30.00 3.775 528725869 178343688
PILE SCHEDULE
Ref. No
VERTICAL LOADS HORIZONTAL LOAD
Cut-Off Level EASTINGS NORTHINGSDEAD & LIVE (kN) ± WIND (kN) WIND OR STABILITY (kN)
P080 1650 ±100 20.00 -0.125 528710103 178337472
P081 1550 ±500 20.00 -0.125 528713105 178338655
P082 1500 20.00 1.675 528697214 178363675
P083 1600 20.00 1.675 528697214 178363675
P084 1150 20.00 1.825 528698620 178336545
P085 1150 20.00 1.825 528697960 178338219
P087 1000 20.00 1.825 528704500 178339830
P088 1000 20.00 1.825 528706175 178340491
P089 1150 20.00 1.675 528710439 178342172
P090 1150 20.00 1.675 528712417 178341985
P091 1150 20.00 1.675 528711757 178343659
P092 1000 20.00 3.775 528725869 178343688
P093 1000 20.00 3.775 528722029 178346742
P094 1550 20.00 1.825 528692614 178341486
P095 1500 20.00 1.825 528691954 178343160
P096 1000 20.00 1.825 528696126 178342871
P097 1000 20.00 1.825 528695465 178344545
P098 950 20.00 1.675 528701736 178346050
P099 950 20.00 1.675 528703714 178345863
P100 950 20.00 1.675 528703054 178347537
P101 1050 20.00 1.675 528707945 178348498
P102 1050 20.00 1.675 528709923 178348311
P103 1050 20.00 1.675 528709263 178349985
P104 1550 20.00 1.825 528690480 178346898
P105 1650 20.00 1.825 528689820 178348572
P106 1050 20.00 1.375 528692317 178347622
P107 1000 20.00 1.375 528693992 178348282
P108 900 20.00 1.375 528695666 178348943
P109 1300 20.00 1.375 528691657 178349297
P110 1250 20.00 1.375 528693332 178349957
P111 1100 20.00 1.375 528695006 178350617
P112 1000 20.00 1.375 528699412 178350282
P113 1100 20.00 1.375 528701086 178350943
P114 1050 20.00 1.375 528702761 178351603
P115 1250 20.00 1.375 528698751 178351957
P116 1300 20.00 1.375 528700426 178352617
P117 1250 20.00 1.375 528702100 178353277
P118 900 20.00 1.375 528707129 178351632
P119 900 20.00 1.375 528708617 178352219
P120 1000 20.00 1.375 528706530 178353152
P121 1100 20.00 1.375 528708018 178353739
P122 1200 30.00 1.375 528705913 178354716
P123 1300 30.00 1.375 528707401 178355303
P124 1200 30.00 1.375 528705331 178356191
P125 1300 30.00 1.375 528706820 178356777
P126 1700 30.00 1.825 528688909 178350882
P127 1700 30.00 1.825 528688249 178352556
P128 1100 30.00 1.375 528691584 178351936
P129 1050 30.00 1.375 528693258 178352596
P130 1150 30.00 1.375 528690924 178353611
P131 1150 30.00 1.375 528692598 178354271
P132 1250 30.00 1.375 528698631 178354715
P133 1300 30.00 1.375 528700306 178355375
P134 1250 30.00 1.375 528697971 178356390
P135 1300 30.00 1.375 528699646 178357050
P137 1750 ±600 30.00 1.375 528686477 178356845
P138 1700 ±300 30.00 1.375 528688385 178357598
P139 1650 ±300 30.00 1.375 528690293 178358350
P140 1650 ±600 30.00 1.375 528692201 178359102
P141 1650 ±600 30.00 1.375 528685393 178359594
P142 1600 ±300 30.00 1.375 528687301 178360347
P143 1550 ±300 30.00 1.375 528689209 178361099
P144 1500 ±600 30.00 1.375 528691117 178361851
P145 1600 ±600 30.00 1.375 528683043 178365282
P146 1500 ±300 30.00 1.375 528685225 178363048
P147 1400 ±300 30.00 1.375 528689209 178361099
P148 1400 ±600 30.00 1.375 528689935 178365080
P149 1600 ±600 30.00 1.375 528683043 178365282
P150 1650 ±600 30.00 1.375 528683043 178365282
P151 1550 ±600 30.00 1.375 528683043 178365282
P152 1450 ±300 30.00 1.375 528683043 178365282
P153 1350 ±300 30.00 1.375 528685951 178366429
P154 1300 ±600 30.00 1.575 528688841 178367622
P155 1300 30.00 1.375 528683043 178365282
P156 1300 30.00 1.375 528691989 178368863
P157 1750 ±300 30.00 -0.325 528693943 178359735
P158 1850 ±100 30.00 -0.325 528696238 178360640
P159 2000 ±200 30.00 -0.325 528698118 178361382
PILE SCHEDULE
Ref. No
VERTICAL LOADS HORIZONTAL LOAD
Cut-Off Level EASTINGS NORTHINGSDEAD & LIVE (kN) ± WIND (kN) WIND OR STABILITY (kN)
P001 1950 20.00 1.825 528702488 178314808
P002 1600 20.00 1.825 528704162 178315468
P003 1600 20.00 1.825 528705691 178316071
P004 1600 20.00 1.825 528707365 178316731
P005 1550 20.00 1.375 528712083 178318376
P006 1550 20.00 1.375 528713757 178319037
P007 1650 20.00 1.375 528711074 178320935
P008 1650 20.00 1.375 528712749 178321595
P009 1700 20.00 1.375 528710065 178323493
P010 1700 20.00 1.375 528711740 178324153
P011 1750 20.00 1.825 528716404 178320080
P012 1750 20.00 1.825 528719051 178321124
P013 1450 20.00 1.825 528720725 178321784
P014 1000 20.00 1.825 528723911 178323040
P015 1300 20.00 1.825 528726872 178323643
P016 1300 20.00 1.825 528726211 178325318
P017 1300 20.00 1.825 528729116 178325093
P018 1300 20.00 1.825 528729788 178327491
P019 1250 20.00 2.575 528733021 178328766
P020 1200 20.00 2.575 528733021 178328766
P021 1100 20.00 2.575 528733021 178328766
P022 1050 20.00 2.440 528733021 178328766
P023 1300 20.00 1.825 528729055 178329352
P024 1250 20.00 2.440 528733021 178328766
P025 1050 20.00 2.440 528733021 178328766
P026 1050 20.00 2.440 528733021 178328766
P027 1050 20.00 2.440 528733021 178328766
P028 1300 20.00 1.825 528729055 178329352
P029 1250 20.00 2.440 528732288 178330627
P030 1150 20.00 2.440 528733454 178333774
P031 1250 20.00 2.440 528731408 178332967
P033 1300 20.00 1.825 528728175 178331692
P034 1300 20.00 2.440 528731408 178332967
P035 1250 20.00 2.440 528731408 178332967
P036 750 20.00 1.825 528728175 178331692
P037 950 20.00 1.825 528728175 178331692
P038 1000 20.00 2.565 528704500 178339830
P039 650 20.00 2.565 528706175 178340491
P040 950 20.00 2.565 528706175 178340491
P041 650 20.00 2.565 528704500 178339830
P042 1700 20.00 1.825 528701374 178318792
P043 1700 20.00 1.825 528700713 178320467
P044 950 20.00 1.675 528703611 178320642
P045 950 20.00 1.675 528705589 178320454
P046 950 20.00 1.675 528704929 178322129
P047 1750 20.00 1.675 528709829 178326547
P048 1700 20.00 1.675 528719402 178322713
P049 1700 20.00 1.675 528718201 178325757
P050 1700 20.00 1.675 528717001 178328801
P051 1100 20.00 1.675 528723659 178328546
P052 1250 20.00 1.675 528725637 178328359
P053 1250 20.00 1.675 528724977 178330034
P054 1650 20.00 1.825 528699195 178324318
P055 1600 20.00 1.825 528698535 178325993
P056 1000 20.00 1.675 528701432 178326168
P057 1000 20.00 1.675 528703410 178325980
P058 1000 20.00 1.675 528702750 178327655
P059 1750 20.00 1.675 528708825 178329093
P060 1700 20.00 1.675 528711150 178330010
P061 1650 20.00 1.675 528713476 178330927
P062 1650 20.00 1.675 528715801 178331844
P063 1050 20.00 1.675 528721887 178333040
P064 1300 20.00 1.675 528723865 178332852
P065 1300 20.00 1.675 528723205 178334527
P066 1500 20.00 1.675 528697214 178363675
P067 1500 20.00 1.675 528697214 178363675
P068 1100 20.00 1.675 528698741 178332992
P069 1250 20.00 1.675 528700719 178332804
P070 1300 20.00 1.675 528700059 178334479
P071 1500 ±500 20.00 -0.125 528709060 178331304
P072 1450 ±200 20.00 -0.125 528710679 178331943
P073 1400 ±200 20.00 -0.125 528712876 178332809
P074 1400 ±500 20.00 -0.125 528715070 178333674
P075 1650 ±500 20.00 -0.125 528707838 178334402
P076 1600 ±200 20.00 -0.125 528709457 178335040
P077 1550 ±200 20.00 -0.125 528711655 178335907
P078 1500 ±500 20.00 -0.125 528713848 178336772
P079 1700 ±500 20.00 -0.125 528707100 178336288
Rev DATE REVISION HISTORY Dsg Drw Chk App
A
B
28.08.15 FOR INFORMATION ONLY HB MM ZC JPC
28.08.15 REVISED TO SUIT PILE LAYOUT HB RG ZC JPC
HB
SD
ZC
JPC 28.08.15
28.08.15
28.08.15
28.08.15
TYPICAL ELEVATION OF PILE TO RESIST
DOWNWARD FORCE ONLY (INDICATIVE)
1:20