2. BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCK
G
ENDERBY
HSE
KEY PLAN
NORTH
STAIRS
2-2
URS-D-XX-SX-05-0001
D2
D4
D1
D3
DP
DL
DJ DNDK DMDHDC DDDBDA DE DF DG
3940 4400 5550
568368443202
6250 5250 5900 3650 6700 5550 1775 3300 4160 1215
C1
C1
C1
C3
C1C3
C3
C3C3
C3
C3
C1
C3
C3
C1
C3
C3
C3
C3
9-9
URS-D-B2-SX-02-0002
10-10
URS-D-B2-SX-02-0002
MJ
MJ
SSL +5.330 m
SSL +5.720 m
350DP RC PODIUM
SLAB
740DP RC
TRANSFER SLAB
PHASE 1A BOUNDARY
10-10
URS-D-B2-SX-02-0003
TOU +5.635 m
1350x740DPRCBEAM
890x740DP RC BEAM
SSL +5.530 m
550DP RC
TRANSFER SLAB
BLOCK C
BEYOND PHASE 1A
MJ
MJ
1-1
URS-D-B2-SX-02-0003
12-12
URS-D-B2-SX-02-0004
21-21
URS-D-B2-SX-02-0004
22-22
URS-D-B2-SX-02-0004
PROVISION FOR 2500 x 2500 HOLE FOR
TOWER CRANE. EXACT SIZE AND
LOCATION TBC BY BEL.
FLP
LINE OF TEMPORARY
SUPPORT TO SLAB EDGE
SSL +5.720 m
350DP RC
TRANSFER SLAB
900x740DP RC
BEAM
AREA UNDER DESIGN
DEVELOPMENT
AWAITING INFORMATION
FROM LANDSCAPE ARCH.
RE: PLANTERS &
RETAINING WALL LEVELS
300 THK. RETAINING WALL @ PHASE 2
CONSTRUCTION SEQUENCE AND
PROGRAMME TO BE DISCUSSED
WITH CONTRACTOR UPON RECEIPT
OF FULL SET OF LANDSCAPING
INFORMATION.
TBC BY BEL
MJ
SLAB EDGE T.B.C
BY ARCHITECT
SLAB EDGE T.B.C
BY ARCHITECT
192
1691
425
1921102
425
800
2116
1955
1294
400
330
680
200
444
102
444
1927
3067
400
200
370
609
400
98 1926
400
220
1522
1522
110
400
1522
110
1483
440
582 1000
893
4242254524
787 4207 557
361 1543
1625 842
23.17°
66.83°
49.12°
1641
2029
434
204041
893
1
URS-D-XX-PL-02-0009
5008
5993
2
URS-D-XX-SX-02-0003
1900
1083
2769
5965
1
URS-D-XX-SX-02-0003
2645
145
2645
PHASE 1A BOUNDARY
5 - 5
URS-D-XX-SX-02-0003
2881
2513
2 - 2
URS-D-XX-PL-03-0003
1
URS-D-XX-PL-03-0003
N 961286.258
E 1063445.364
N 992172.775
E 1076633.479
N 969301.206
E 1080273.689
THERMAL JOINTS
369
500
1228
601
SSL +5.330 m
350DP RC PODIUM
SLAB
SSL +5.330 m
350DP RC PODIUM
SLAB
300thk RC RETAINING
WALL BELOW
6
URS-D-XX-SX-02-0003
1666
4 - 4
URS-D-XX-SX-02-0003
155
1571
155
1785
1076
110
523
110
110
1830
402
196
402
402
225 BLOCK W
ORK W
ALL
225BLOCKWORKW
ALL
N 1010016.124
E 1076633.479
N 998573.242
E 1076633.479
N 998573.242
E 1086150.959
N 1007203.614
E 1090675.282
8 - 8
URS-D-XX-SX-02-0003
1291
2696
1666
3424
1696
309
1171
499
3386
499
2797
499
3371
287
2012
176
971
1605
302
1605
2797
1605
3371
366
1606
1593
540
270
270
270
270
STEPINSOFFIT
STEPINSOFFIT
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
RELEVANT SPECIFICATIONS AND ALL OTHER RELEVANT
DRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE AND
THE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TO
COMMENCEMENT OF WORK.
3. DO NOT SCALE FROM THIS DRAWING.
4. ALL LEVELS AND DIMENSIONS ARE IN MILLIMETRES UNLESS
NOTED OTHERWISE.
5. FOR CONCRETE GRADES REFER TO SPECIFICATIONS.
6. CONTRACTOR TO CONFIRM ALL LEVELS AND DIMENSIONS
ON SITE. ANY DIMENSIONAL VARIATION PROPOSED AS A
RESULT OF IRREGULARITIES IN LINE AND LEVEL
ENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTER
AGREEMENT WITH THE CONSTRUCTION MANAGER.
LEGEND
DENOTES OPENING IN SLAB FOR
FUTURE LIFT TO BE INFILLED WITH
'TATA STEEL' D80 ROOF DECKING
FLP
SHOECK THERMAL BREAK
DENOTED THUS
DENOTES FAIR FACED CONCRETE
FINISH TO SOFFIT OF BALCONY /
EXTERNAL WALKWAY.
KEY
DENOTES COLUMNS TO BE CHAMFERED AND FAIR
FACED - DETAILS TBC BY ARCHITECT
DENOTES CAST-IN DRAINAGE
*
DENOTES CAST-IN GULLYG
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
Drawing Title
Drawn Checked Approved Date
URS Internal Project No. Suitability.
Scale @ A1 Zone / Mileage
This document has been prepared in accordance with the scope of URS' appointment
with its client and is subject to the terms of that appointment. URS accepts no liability
for any use of this document other than by its client and only for the purposes for which
it was prepared and provided. Only written dimensions shall be used.
© URS Infrastructure & Environment UK Limited
URS Infrastructure & Environment UK Limited
www.ursglobal.com
Drawing Number. Rev
St George's House, 5 St George's Road
Wimbledon, London
SW19 4DR
Tel +44 (0)20 8944 3300
Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01/201606:33:31
ENDERBY WHARF LLP
UPPER GROUND FLOOR
GENERAL ARRANGEMENT
SHEET 1 OF 2
SKD OS PW DEC 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICH
BLOCK D
URS-D-00-PL-04-0020
AA
STRUCTURAL COLUMN SCHEDULE
REF SIZE
C1 220x880 RC COLUMN
C2 350x880 RC COLUMN
C3 200x800 RC COLUMN
C5 300x800 RC COLUMN
C6 300x300 RC COLUMN
C7 350x350 RC COLUMN
UNSUPPORTED SLAB EDGES TO BE
SUPPORTED TEMPORARILY, DESIGNED
BY TEMPORARY WORKS CONTRACTOR
PRELIMINARY AND/OS 20/12/13
REVISED AS CLOUDED. ISSUED FOR TENDER PE/OS 14/02/14
REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14
NORTH STAIRS ADDED . LIFT AMENDED AND PODIUM
STAIRS REVISED.BLOCK C COLUMNS ADDED. BALCONY
THERMAL BREAK SHOWN
JE/OS 25/04/14
DRAINAGE HOLES ADDED TO PODIUM SLAB. DIMENSION
ADDED
JE/OS xx/04/14
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
In addition to the hazard/risks normally associated with the types of work
detailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competent
contractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANING
RISK
DEMOLITION RISKS
Drawing Title
Drawn Checked Approved Date
URS Internal Project No. Suitability.
Scale @ A1 Zone / Mileage
This document has been prepared in accordance with the scope of URS' appointment
with its client and is subject to the terms of that appointment. URS accepts no liability
for any use of this document other than by its client and only for the purposes for which
it was prepared and provided. Only written dimensions shall be used.
© URS Infrastructure & Environment UK Limited
URS Infrastructure & Environment UK Limited
www.ursglobal.com
Drawing Number. Rev
NOTES
St George's House, 5 St George's Road
Wimbledon, London
SW19 4DR
Tel +44 (0)20 8944 3300
Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01/201606:33:31
ENDERBY WHARF LLP
UPPER GROUND FLOOR
GENERAL ARRANGEMENT
SHEET 1 OF 2
SKD OS PW DEC 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICH
BLOCK D
URS-D-00-PL-04-0020
AA
FOR CONTINUATION SEE DRAWING URS-D-00-PL-04-0021
PRELIMINARY AND/OS 20/12/13
REVISED AS CLOUDED. ISSUED FOR TENDER PE/OS 14/02/14
REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14
NORTH STAIRS ADDED . LIFT AMENDED AND PODIUM
STAIRS REVISED.BLOCK C COLUMNS ADDED. BALCONY
THERMAL BREAK SHOWN
JE/OS 25/04/14
DRAINAGE HOLES ADDED TO PODIUM SLAB. DIMENSION
ADDED
JE/OS xx/04/14
RC CORE WALLS TO BE 200mm THICK UNLESS NOTED
OTHERWISE.
STAIR CORE WAIST AND HALF LANDINGS TO BE
200mm THICK
IN-SITU CONCRETE UNLESS NOTED OTHERWISE.
FOR CONCRETE FINISHES REFER TO URS
GENERAL NOTES DRAWING URS-X-XX-SP-02-0001
RISER VOID NOTE: TEMPORARY A393 MESH TO BE
PLACED IN THE RISER VOIDS AND CAST INTO
ADJACENT SLAB WITH A MINIMUM TENSION LAP OF
40xBAR DIAMETER.
SS, SVP AND RWP LOCATIONS TO BE CONFIRMED BY
ARCHITECTS.
REFER TO HLM`s BUILDERS WORK HOLES SETTING
OUT FOR FIRE COLLARS TO BE CAST IN RC SLAB.
REFER TO URS DRAWING...URS-D-XX-DT-02-0005
FOR MASONARY SUPPORT AND TIE DETAILS.
REFER TO URS DRAWING...URS-X-XX-SP-02-0001
FOR GENERAL NOTES.
HLM TO CONFIRM SETTING OUT OF SLAB EDGES,
STAIRS AND RISER OPENINGS AND UPSTAND
LEVELS.
T1
C2
1
T2
T2
C1
REFER TO URS DRAWING...URS-D-B2-PL-04-0009
FOR STAIRS DETAILS AND SECTION.
REFER TO URS DRAWING...URS-D-XX-PL-02-0008
FOR NORTH STAIRS DETAILS AND SECTION.
URS STRUCTURAL LAYOUT IS BASED ON 'HLM'
DRG. No. 6415-D00-GA-128-0001 REV. C3
SLAB PENETRATIONS IS BASED ON 'HLM' DRG. No.
6415-D00-GA-128-0001 REV. C2
!
C1
C1
C1
C2

3. BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCK
G
ENDERBY
HSE
KEY PLAN
1-1
URS-D-XX-SX-05-0001
2-2
URS-D-XX-SX-05-0001
3-3
URS-D-XX-SX-05-0001
D8
D9
D7
D12
D11
D5
D4
D6
D10
DP
DL
DJ DNDK DMDHDC DDDBDA DE DF DG30582490270042752725248410881928
C1
C1
C1
C1
C2
C2
C1
C1
C2
C1
C2
C1
C1
C1C1C1
C1
C1
C1
250RCWALL
250RCWALL
C1
C1
C1
C1
C1
C1
C1C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
250 RC WALL
225DP RC SLAB
200 RC WALL
200 RC WALL
200 RC WALL
SSL +5.720 m
SSL +5.720 m
C1
C2
7-7
URS-D-B2-SX-02-0002
C1
8-8
URS-D-B2-SX-02-0002
10-10
URS-D-B2-SX-02-0003
MJ
MJ
TOU +5.635 m
1350x740DP RC BEAM
4-4
URS-D-B2-SX-02-0003
12-12
URS-D-B2-SX-02-0004
19-19
URS-D-B2-SX-02-0004
20-20
URS-D-B2-SX-02-0004
220x450DP RC
DOWNSTAND
BEAM
220x450DPRC
DOWNSTAND
BEAM
FLP
FLP
FLP
FLP
225DP RC SLAB
C2
C1
C1
225DP RC SLAB
225 RC WALL
MJ
225 RC WALL
MJ
250RCWALL
250 RC WALL
SLAB EDGE T.B.C
BY ARCHITECT
220
1522
1522
110
156
220
110
220
1026
1026
110
910
220
250
440
1355
440
1522
110
636
440
440
439
250
649
142
1472
110
732
110
331
187
880
993
110
960
1103
775
510
110
440
775
880
775
220
2528
800
125
880
95
470
479
559
85
350
400
110
400
400
400
400
360 3564
427
895
350
895
440
110
200 RC WALL
200RCWALL
200RCWALL
250RCWALL
200RCWALL
250RCWALL250RCWALL
1483
440
582 1000
150054
600242
1400222925751055
1180
1015 125
135 1500
12641000
985
1000 1214
990985
149 151
990985
1125
893524157791312935401552
1058
1058
1033
1087
457 2980 503
1087
932
954 3674 922
199
1857 3676 717
103454
1119
1907 3084 259
103454
1119
1715 33
749
219
180
1986 5075 136
1228
483
26
483
787 4207 557
1220
180
10
361 1543
1220
1625 842
1852
1320 3781 3779 1970
1350
415
1 - 1
URS-D-XX-SX-04-0002
3
URS-D-XX-PL-03-0001
2
URS-D-XX-PL-03-0002
4
URS-D-XX-SX-04-0001
2
URS-D-XX-SX-04-0002
1350x740DP RC BEAM 1350x740DP RC BEAM 1350x740DP RC BEAM
1125 250 1075 250 783 250 600 792
267
2058
2458
2158
242
542
1250
220x450DP RC
DOWNSTAND
BEAM
250X450DP RC
BEAM
1228
601
1666
1678
89
150x80DP RC
UPSTAND
150x80DP RC
UPSTAND
275thk SUBSTATION
WALL BELOW
9-9
URS-D-XX-SX-02-0003 3
URS-D-XX-SX-02-0003
150x80DP RC
UPSTAND
150x80DP RC
UPSTAND
G
407 693 1325 155 910 268 1392 400
332
1133
1008
1479
575
1696
309
200RCWALL
125 125
911
485
618
558
420
287
2012
176
971
1605
302
1593
540
270
270
270
270
270
270
SSL +5.720 m
225DP RC SLAB
SSL +5.720 m
225DP RC SLAB
SSL +5.720 m
225DP RC SLAB
SSL +5.720 m225DP RC SLAB
SSL +5.720 m
SSL +5.860 m
225DP RC SLAB
SSL +5.860 m
225DP RC SLAB
STEPINSOFFIT
STEPINSOFFIT
N 1014987.823
E 1118117.888
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
RELEVANT SPECIFICATIONS AND ALL OTHER RELEVANT
DRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE AND
THE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TO
COMMENCEMENT OF WORK.
3. DO NOT SCALE FROM THIS DRAWING.
4. ALL LEVELS AND DIMENSIONS ARE IN MILLIMETRES UNLESS
NOTED OTHERWISE.
5. FOR CONCRETE GRADES REFER TO SPECIFICATIONS.
6. CONTRACTOR TO CONFIRM ALL LEVELS AND DIMENSIONS
ON SITE. ANY DIMENSIONAL VARIATION PROPOSED AS A
RESULT OF IRREGULARITIES IN LINE AND LEVEL
ENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTER
AGREEMENT WITH THE CONSTRUCTION MANAGER.
NORTH
STAIRS
LEGEND
DENOTES OPENING IN SLAB FOR
FUTURE LIFT TO BE INFILLED WITH
'TATA STEEL' D80 ROOF DECKING
FLP
SHOECK THERMAL BREAK
DENOTED THUS
DENOTES FAIR FACED CONCRETE
FINISH TO SOFFIT OF BALCONY /
EXTERNAL WALKWAY.
KEY
DENOTES COLUMNS TO BE CHAMFERED AND FAIR
FACED - DETAILS TBC BY ARCHITECT
DENOTES CAST-IN DRAINAGE
*
DENOTES CAST-IN GULLYG
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
In addition to the hazard/risks normally associated with the types of work
detailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competent
contractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANING
RISK
DEMOLITION RISKS
Drawing Title
Drawn Checked Approved Date
URS Internal Project No. Suitability.
Scale @ A1 Zone / Mileage
This document has been prepared in accordance with the scope of URS' appointment
with its client and is subject to the terms of that appointment. URS accepts no liability
for any use of this document other than by its client and only for the purposes for which
it was prepared and provided. Only written dimensions shall be used.
© URS Infrastructure & Environment UK Limited
URS Infrastructure & Environment UK Limited
www.ursglobal.com
Drawing Number. Rev
NOTES
St George's House, 5 St George's Road
Wimbledon, London
SW19 4DR
Tel +44 (0)20 8944 3300
Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01/201606:34:41
ENDERBY WHARF LLP
UPPER GROUND FLOOR
GENERAL ARRANGEMENT
SHEET 2 OF 2
SKD OS PW FEB. 2014
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICH
BLOCK D
URS-D-00-PL-04-0021
OS
FOR CONTINUATION SEE DRAWING URS-D-00-PL-04-0020
STRUCTURAL COLUMN SCHEDULE
REF SIZE
C1 220x880 RC COLUMN
C2 350x880 RC COLUMN
C3 200x800 RC COLUMN
C5 300x800 RC COLUMN
C6 300x300 RC COLUMN
C7 350x350 RC COLUMN
REVISED AS CLOUDED. ISSUED FOR TENDER PE/OS 14/02/14
REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14
UPPER FLOOR TOE AMENDED TO 270mm FLP CHANGED
TO SUIT
JE/OS 25/04/14
SECTION MARK ADDED TO TOE DETAIL, STEP IN SOFFIT
ANNOTATION ADDED TO GRID D5
JE/OS **/04/14
RC CORE WALLS TO BE 200mm THICK UNLESS
NOTED OTHERWISE.
STAIR CORE WAIST AND HALF LANDINGS TO BE
200mm THICK
IN-SITU CONCRETE UNLESS NOTED OTHERWISE.
FOR CONCRETE FINISHES REFER TO URS
GENERAL NOTES DRAWING URS-X-XX-SP-02-0001
RISER VOID NOTE: TEMPORARY A393 MESH TO BE
PLACED IN THE RISER VOIDS AND CAST INTO
ADJACENT SLAB WITH A MINIMUM TENSION LAP OF
40xBAR DIAMETER.
SS, SVP AND RWP LOCATIONS TO BE CONFIRMED BY
ARCHITECTS.
REFER TO HLM`s BUILDERS WORK HOLES SETTING
OUT FOR FIRE COLLARS TO BE CAST IN RC SLAB.REFER TO URS DRAWING...URS-D-XX-DT-02-0005
FOR MASONARY SUPPORT AND TIE DETAILS.
REFER TO URS DRAWING...URS-X-XX-SP-02-0001
FOR GENERAL NOTES.
THERMAL BREAKS
1. THERMAL BREAKS ARE REQUIRED AT JUNCTION BETWEEN EXTERNAL
CONCRETE WALKWAY AREAS AND INTERNAL RC SLAB (SCHOECK ISO KORB
TYPE Q AND DOWEL CONNECTORS ARE REQUIRED - TBC BY SPECIALIST.
HLM TO CONFIRM SETTING OUT OF SLAB EDGES,
STAIRS AND RISER OPENINGS AND UPSTAND LEVELS.
T1
C2
T2
REFER TO HLM DRAWINGS FOR POSITION OF ALL
THERMAL BREAKS.
C1
REFER TO URS DRAWING...URS-D-XX-PL-04-0002/3
FOR CORE SETTING OUT.
C1
C1
C1
C1
URS STRUCTURAL LAYOUT IS BASED ON 'HLM'
DRG. No. 6415-D00-GA-128-0001 REV. C3
SLAB PENETRATIONS IS BASED ON 'HLM' DRG. No.
6415-D00-GA-128-0001 REV. C2
C2

4. BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCK
G
ENDERBY
HSE
KEY PLAN
D9
D10
DLDK DM
SSL +2.660 m
250DP RC FLOOR
SLAB
275
275
264129706144887661092
600
200 RC WALL
200 RC WALL
SSL= + 1.610
200 DP RC BASE
170 WIDE x 80
DEEP RECESS
2 - 2
URS-D-B1-PL-03-0010
1 - 1
URS-D-B1-PL-03-0010
3 - 3
URS-D-B1-PL-03-0010
4 - 4
URS-D-B1-PL-03-0010
125 2545 1195 1335 446 275
301
TOC +2.520 m
TOC +2.520 m
5 - 5
URS-D-B1-PL-03-0010
D9D10
600
1050
250
200
200200
250
275
SSL +2.660 mSSL +2.660 m
SSL +5.720 m
275
TOC +2.520 m
FLOOR FINISHES TO
SUBSTATION BY OTHERS
SSL +1.120 m
275
DLDK DM
SSL +1.610 mSSL +1.610 m
SSL +2.660 m
SSL +5.720 m
SSL +2.520 m
SSL +1.610 m
TOPC +1.120 m
225
275 275
250
TOC +2.520 m
LETTER BOX OPENING FOR
INCOMING SERVICES REFER TO
M&E ENGENEERS DRAWINGS
D9D11 D10
1050
600
200
200 200
412 970 614 488 1092
2430
+2.520 m
SSL +2.660 m
SSL +5.720 m
TOW +5.090 m
LETTER BOX OPENING TO
HOUSE THE INCOMING
SERVICES
DLDK DM
SSL +2.660 m
SSL +5.720 m
770 1195
2430
TOW +5.090 m
LEGEND
• SSL = STRUCTURAL SLAB LEVEL
• TOB = TOP LEVEL OF BEAM
• TOPC= TOP LEVEL OF PILE CAP
• TOW= TOP OF WALL
• TOC= TOP OF CONCRETE
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
RELEVANT SPECIFICATIONS AND ALL OTHER RELEVANT
DRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE AND
THE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TO
COMMENCEMENT OF WORK.
3. DO NOT SCALE FROM THIS DRAWING.
4. ALL LEVELS AND DIMENSIONS ARE IN MILLIMETRES UNLESS
NOTED OTHERWISE.
5. FOR CONCRETE GRADES REFER TO SPECIFICATIONS.
6. CONTRACTOR TO CONFIRM ALL LEVELS AND DIMENSIONS
ON SITE. ANY DIMENSIONAL VARIATION PROPOSED AS A
RESULT OF IRREGULARITIES IN LINE AND LEVEL
ENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTER
AGREEMENT WITH THE CONSTRUCTION MANAGER.
SUBSTATION
DM
250
TOC +2.520 m
250
250
275
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
In addition to the hazard/risks normally associated with the types of work
detailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competent
contractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANING
RISK
DEMOLITION RISKS
Drawing Title
Drawn Checked Approved Date
URS Internal Project No. Suitability.
Scale @ A1 Zone / Mileage
This document has been prepared in accordance with the scope of URS' appointment
with its client and is subject to the terms of that appointment. URS accepts no liability
for any use of this document other than by its client and only for the purposes for which
it was prepared and provided. Only written dimensions shall be used.
© URS Infrastructure & Environment UK Limited
URS Infrastructure & Environment UK Limited
www.ursglobal.com
Drawing Number. Rev
NOTES
St George's House, 5 St George's Road
Wimbledon, London
SW19 4DR
Tel +44 (0)20 8944 3300
Fax +44 (0)20 8944 3301
Designed
As indicated
12/01/201606:36:19
ENDERBY WHARF LLP
SUBSTATION SETTING OUT PLAN
AND SECTIONS
SKD OS PW APR 14
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICH
BLOCK D
URS-D-B1-PL-03-0010
OS
This drawing is for preliminary purposes only and is subject to amendment
during design development. UNDER NO CIRCUMSTANCES MUST THIS
DRAWING BE USED FOR CONSTRUCTION PURPOSES
SUBSTATION SECTION & DETAILS,ISSUED FOR
COMMENTS
PW/OS 23/04/14
OPENINGS AMENDED TO SUIT HLM COMENTS. SECTION
5 - 5 ADDED. ISSUE FOR CONSTRUCTION
JE/OS 08/05/14
1 : 50
ENERGY CENTRE PLAN VIEW
1 : 50
SECTION 1 - 1
1 : 50
SECTION 2 - 2
1 : 50
SECTION 3 - 3
1 : 50
SECTION 4 - 4
SUBSTATION
C1
P1
C1
1 : 20
SECTION 5 - 5

5. BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCK
G
ENDERBY
HSE
KEY PLAN
NORTH
STAIRS
KEY
DENOTES COLUMNS TO BE CHAMFERED AND FAIR
FACED - DETAILS TBC BY ARCHITECT
DENOTES CAST-IN DRAINAGE
*
DENOTES TARMAC CONSTRUCTION
DENOTES MASS CONCRETE FILL
TOC +2.520m
DENOTES CAST-IN GULLYG
3-3
URS-D-XX-SX-05-0001
D2
D5
D4
D1
D3
DP
DL
DJ DNDK DMDH
DC DDDBDA DE DF DG
3940 4400 5550
5683684432023058
MASSFILLMASSFILL
PC2 PC3 PC3
PC1A
PC3
PC1A
PC1A
EB
PC4
PC4
PC2B
PC2B
PC2B
PC1A
PC1A
PC2
PC2
PC1A
6250 5250 5900
PC1A
PC1A
PC1A
EBEB
PC1A
PC1A
PC1A
PC1A
PC2B
TB
TB
TOPC +1.120 m
PC2B
PC2B
PC2B
PC2B
PC1A
PC2B PC2B
PC2B
PC1A
PC1A
PC1A
PC2B
PHASE 1A BOUNDARY
1-1
URS-D-B2-SX-02-0002
2-2
URS-D-B2-SX-02-0002
9-9
URS-D-B2-SX-02-0002
10-10
URS-D-B2-SX-02-0002
PC10
PC1A
PC1A
PC1APC1A
PC1A
PC1A
2-2
URS-D-B2-SX-02-0003
TB
3-3
URS-D-B2-SX-02-0003
5-5
URS-D-B2-SX-02-0003
PC1A
PC1A
PC1A
4-4
URS-D-B2-SX-02-0003
TOPC +1.950 m
TOPC +2.270 m
TOPC -1.020 m
7-7
URS-D-B2-SX-02-0003
Ø600mm
Ø600mm
3650 6700 5550 1775 3300 4160 1215
9-9
URS-D-B2-SX-02-0003
TB
TB
TB
TB
TB 12-12
URS-D-B2-SX-02-0004
13-13
URS-D-B2-SX-02-0004
14-14
URS-D-B2-SX-02-0004
PC1A
PC1A
PC1A
PC1A
PC2B
PC2B
TOPC +1.505 m
21-21
URS-D-B2-SX-02-0004
TC2 CRANE
BASE
GB10GB7
GB7
GB10
GB3
GB3
22-22
URS-D-B2-SX-02-0004
23-23
URS-D-B2-SX-02-0004
24-24
URS-D-B2-SX-02-0005
300RCRETAININGWALL
300 RC RETAINING WALL
TOPC +1.950m
TOB +1.950m
TOPC +1.950m
TOPC +1.950m
TOPC +1.950m
TOPC +1.950m
TOPC +1.950m
TOPC +1.950
TOPC +1.950m
TOPC +1.950m
TOPC +1.950m
TOPC +1.950m
TOPC +1.950m
TOPC +1.950m
TOPC +1.750 m
TOPC +1.750 m
TOB +1.950m
TOB +1.950m
TOB +1.950m
TOB +1.950m
TOB +1.950m
TOB +1.950m
TOB +1.950m
TOB +1.950m
TOB +1.950m
TOB +1.950m
TOB +1.750m
TOPC +1.505 m
TOPC +1.505 m
TOPC +1.830m
TOPC +1.830m
TOB +2.520m
TOB +2.520m
TOB +2.280m
TOPC +1.505 m
TOPC +1.950m
TOPC +1.950m
TOPC +1.950m
PC1A
TB
PC1A
26-26
URS-D-B2-SX-02-0005
300RCRETAININGWALL300RCRETAININGWALL
CAR PARK
ENERGY CENTRE
ENERGY CENTRE SLAB AND
FOUNDATIONS TO HAVE
WATERPROOF CONCRETE. SEE
SECTIONS
225 RC
W
ALL
TOPC -1.020 m
300 RC WALL 300 RC WALL
300RCWALL
300 RC WALL
TB
PC2B
TB
TB1
TB1TOB +1.750m
TOB +1.750m
TOB +1.750m
TB
TB
TB
TB1
TOB +1.750m
TOPC +1.950 m
GB11GB11
TOB +2.280m
29-29
URS-D-B2-SX-02-0005
30-30
URS-D-B2-SX-02-0005
31-31
URS-D-B2-SX-02-0005
2442
568
462
1508
388
TOPC +1.120 m
TOPC +1.120 m
TOPC +1.120 m
TOPC +1.120 m
TOPC +1.120 m
TOPC +1.120 m
TOPC +2.520 m
TOPC +2.270 m
TOPC +2.270 mTOPC +2.270 m
TOPC +2.270 m
TOB +2.270 m
TOPC +2.520 m
TOB +2.270 m
TOPC +1.750 m
TOPC +1.750 m
275
1790
784 1125
515
1040
175
850
1250
1318
1182
115
1050
243
1936
115
643
2147
1350
553
1350
612
340
1393
867
1395
3504
1193
3454
600
455353
1183
880
1240
500
450
451
500
2237
1017
1140
666
493
100
254
1424
1917
1817
998
1590
2418
2463
2110
530
1358
373
20
614918
4125826
883
399
428
1236
560
220
560
2644
828
2663 920
15501425
2040 828
4587
353
1561 828
6237
353
7709
353
1060828
1835828
353
482
8282177
353
2364
828585
1902
581
531
445
1445
890
796
1648
1398
483
455
693
2483 861
828
4526
1395
4865
2815
521
8283295
828381
6292
353
3539237
616
849828
3536754
24833539714
828 1430
828 2491
828
828
15128
353
353
12645
810
300
810
2815
918 3581273
8261451
1500
500
344
450
462
462
2558
TOPC +1.120 m
TOPC +1.120 m
TOPC +1.120 m
TOPC +1.120 m
TOPC +2.520 m
TOPC +2.520 m
TOPC +2.520 m
TOPC +2.520mTOPC +2.270 m TOPC +2.520m
TOPC +2.520m
TOPC +2.520m
1666
237
1876
269
1933
206
1125
1547
3174
123
190
1119
636
787
1325
311
2608
7152240
1163
2282320
1163
2084
237
8283021
353
8281038
828
23
35310946
353
8462
3380
1989
3431
245
1209
353
2565
2902 828
1646353
340
530
703
450
2063
3400
614
262
47
111
1814 917
825
182
TOB +1.950 m
TOB +2.270 m
TOB +1.950 m
TOB +2.270 m
TOB +2.270 m
1137
2215
2019
225RC
WALL
225 RC
W
ALL
1876
237
GB10
TOB +2.280 m
FULLHEIGHTFULLHEIGHT
PHASE1ABOUNDARY
5 - 5
URS-D-XX-SX-02-0003
2 - 2
URS-D-XX-PL-03-0003
PC5
N 1010219.172
E 1085755.473
N 1010041.060
E 1074603.939
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
RELEVANT SPECIFICATIONS AND ALL OTHER RELEVANT
DRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE AND
THE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TO
COMMENCEMENT OF WORK.
3. DO NOT SCALE FROM THIS DRAWING.
4. ALL LEVELS AND DIMENSIONS ARE IN MILLIMETRES UNLESS
NOTED OTHERWISE.
5. FOR CONCRETE GRADES REFER TO SPECIFICATIONS.
6. CONTRACTOR TO CONFIRM ALL LEVELS AND DIMENSIONS
ON SITE. ANY DIMENSIONAL VARIATION PROPOSED AS A
RESULT OF IRREGULARITIES IN LINE AND LEVEL
ENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTER
AGREEMENT WITH THE CONSTRUCTION MANAGER.
DENOTES WATERPROOF CONCRETE
DENOTES WATERPROOF CONCRETE
IN WALLS
LEGEND
• SSL = STRUCTURAL SLAB LEVEL
• TOB = TOP LEVEL OF BEAM
• TOPC= TOP LEVEL OF PILE CAP
• TOW= TOP OF WALL
• TOC= TOP OF CONCRETE
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
Drawing Title
Drawn Checked Approved Date
URS Internal Project No. Suitability.
Scale @ A1 Zone / Mileage
This document has been prepared in accordance with the scope of URS' appointment
with its client and is subject to the terms of that appointment. URS accepts no liability
for any use of this document other than by its client and only for the purposes for which
it was prepared and provided. Only written dimensions shall be used.
© URS Infrastructure & Environment UK Limited
URS Infrastructure & Environment UK Limited
www.ursglobal.com
Drawing Number. Rev
St George's House, 5 St George's Road
Wimbledon, London
SW19 4DR
Tel +44 (0)20 8944 3300
Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01/201606:37:03
ENDERBY WHARF LLP
FOUNDATION GENERAL
ARRANGEMENT SHEET 1 OF 2
SKD AA PW NOV 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICH
BLOCK D
URS-D-B2-PL-04-0005
OS
PILE CAP SCHEDULE
REF TYPE
PC1A 1000x900x900DP
PC2 2700x900x1500DP
PC2B 2700x900x1250DP
PC3 3150x3150x1500DP
PC4 2700x2700x1500DP
PC5 3000X2750x1500DP
PC10 5400x4750x1500DP
PC30 13000x8500x1500DP
PC30A 13000x9100x1500DP
RC GROUND BEAM SCHEDULE
REF TYPE
EB 450x650DP RC EDGE BEAM
GB3 1000x650DP RC BEAM
GB4 750x650DP RC EDGE BEAM
GB7 900x740DP RC BEAM
GB10 900x775DP RC BEAM
GB11 550x650DP RC EDGE BEAM
TB 300x300DP RC TIE BEAM
TB1 450x500DP RC BEAM
PRELIMINARY AND/OS 20/12/13
REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14
CONSTRUCTION ISSUE PE/OS 02/04/14
PLATFORM LIFT FOUNDATION AMENDED, UPSTAND
ADDED & NORTH STAIRS REVISED TO SUIT SERVICE
PITREVISED BY HLM
JE/OS 25/04/14
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
In addition to the hazard/risks normally associated with the types of work
detailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competent
contractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANING
RISK
DEMOLITION RISKS
Drawing Title
Drawn Checked Approved Date
URS Internal Project No. Suitability.
Scale @ A1 Zone / Mileage
This document has been prepared in accordance with the scope of URS' appointment
with its client and is subject to the terms of that appointment. URS accepts no liability
for any use of this document other than by its client and only for the purposes for which
it was prepared and provided. Only written dimensions shall be used.
© URS Infrastructure & Environment UK Limited
URS Infrastructure & Environment UK Limited
www.ursglobal.com
Drawing Number. Rev
NOTES
St George's House, 5 St George's Road
Wimbledon, London
SW19 4DR
Tel +44 (0)20 8944 3300
Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01/201606:37:03
ENDERBY WHARF LLP
FOUNDATION GENERAL
ARRANGEMENT SHEET 1 OF 2
SKD AA PW NOV 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICH
BLOCK D
URS-D-B2-PL-04-0005
OS
PRELIMINARY AND/OS 20/12/13
REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14
CONSTRUCTION ISSUE PE/OS 02/04/14
PLATFORM LIFT FOUNDATION AMENDED, UPSTAND
ADDED & NORTH STAIRS REVISED TO SUIT SERVICE
PITREVISED BY HLM
JE/OS 25/04/14
1
T1
C2
FOR CONTINUATION SEE DRAWING URS-D-B2-PL-04-0006
ALL BELOW GROUND CONCRETE
TO BE CLASS DC2 SULPHATE
RESISTING GRADE RC40 AS PER
URS SPECIFICATION.
FOR INDICATIVE POSITION OF
CAST-IN DRAINAGE PLEASE REFER TO
LOWER GROUND FLOOR LAYOUT.
FOR DETAILS OF PILE CAPS
PLEASE REFER TO URS
DRAWINGS URS-D-B2-SX-02-0001
DRAINAGE NOTE:
DRAINAGE PIPES SHALL BE CAST INTO THE SLAB OR PILE CAP
WITH A DUCTILE IRON PIPE. FOR DETAILS OF CAST-IN BELOW
GROUND DRAINAGE REFER TO DRG. No. URS-X-XX-SL-05-3100.
DPM TO ARCHITECT'S DETAILS
AND SPECIFICATION.
URS STRUCTURAL LAYOUT IS BASED ON
'HLM' DRG. No. 6415-XB1-GA-128-0001
REV. C6
C1
INCOMING SERVICES PIT / TRENCH DETAILS TO BE CONFIRMED BY
M&E ENGINEERS, FOR CAST-IN INCOMING SERVICES POSITIONS
REFER TO WHITECODE DRAWINGS, FOR INVERT LEVEL OF DUCTS
ETC.
REFER TO WHITECODE`S DRAWINGS FOR LIGHTENING
PROTECTION REQUIREMENTS
LIFT PIT SETTING OUT AND LEVELS TBC BY LIFT MANUFACTURER
AND ARCHITECT
C2
C2
C2 C2

6. 250
300
AREA TO BE
BROKEN DOWN
600Ø PILE
PILE REINFORCEMENT TO
EXTEND A LAP LEGHTH ABOVE
THE PILE CUT OFF LEVEL
PILECAPDEPTH(INTERNAL)
SSL
75 (PILE CUT-OFF LEVEL
45019251925450
450
900 900
900900
13501350
600Ø PILE
1350 1350
2700
450 450
4501559450
600Ø PILE
450
450 900 900 450
450 900 900 450
B-B
URS-D-B2-SX-02-0001
SECTION
600Ø PILES
450450
450 1800 450
4501800450
600Ø PILE
D8D9 D7 D5D6
DL
DJ
DK
2340 2340 2340 2340 2340
600Ø PILE
950950
650
650
1800180018001800
2950
5501800
200
200 200
4195
18991646
250200
1476992
4335
250
154
1010
125125
50
125 125
185
867
150150
958
250
125
933 81
12554252751625
933 275 948 1195 2950 2750
D8 D9D7 D11D6 D10
DC
DD
600Ø PILE
2340 2340 2340 2340 2340650 650
6501800180018001800650
5350225
225
125100
1177
842225
125100
1514
200
1800
200
2550200 200
486
880
855
200
16501900
200
1695
1251445
250 13141400
62
334
5371266
281
920580
281
238
275
450 1800 450
450450
600Ø PILE
500 1750 1750 500
50017501750500
600Ø PILE
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
RELEVANT SPECIFICATIONS AND ALL OTHER RELEVANT
DRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE AND
THE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TO
COMMENCEMENT OF WORK.
3. DO NOT SCALE FROM THIS DRAWING.
4. ALL LEVELS AND DIMENSIONS ARE IN MILLIMETRES UNLESS
NOTED OTHERWISE.
5. FOR CONCRETE GRADES REFER TO SPECIFICATIONS.
6. CONTRACTOR TO CONFIRM ALL LEVELS AND DIMENSIONS
ON SITE. ANY DIMENSIONAL VARIATION PROPOSED AS A
RESULT OF IRREGULARITIES IN LINE AND LEVEL
ENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTER
AGREEMENT WITH THE CONSTRUCTION MANAGER.
600Ø PILE
500
450
1000
900
D1
DA
751 1801 449
4501800457
600Ø PILE 758 1392
1554654
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
In addition to the hazard/risks normally associated with the types of work
detailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competent
contractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANING
RISK
DEMOLITION RISKS
Drawing Title
Drawn Checked Approved Date
URS Internal Project No. Suitability.
Scale @ A1 Zone / Mileage
This document has been prepared in accordance with the scope of URS' appointment
with its client and is subject to the terms of that appointment. URS accepts no liability
for any use of this document other than by its client and only for the purposes for which
it was prepared and provided. Only written dimensions shall be used.
© URS Infrastructure & Environment UK Limited
URS Infrastructure & Environment UK Limited
www.ursglobal.com
Drawing Number. Rev
NOTES
St George's House, 5 St George's Road
Wimbledon, London
SW19 4DR
Tel +44 (0)20 8944 3300
Fax +44 (0)20 8944 3301
Designed
As indicated
12/01/201606:37:56
ENDERBY WHARF LLP
PILE CAP TYPES AND DETAILS
SKD AA PW DEC 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICH
BLOCK D
URS-D-B2-SX-02-0001
OS
1 : 20
TYPICAL SECTION B-B
1 : 50
PILE CAP TYPE PC10
(1500 DEEP)
1 : 20
PILE CAP TYPE PC3
(1500 DEEP)
1 : 20
TYPE PC2
(2700x900x1500 DEEP)
1 : 20
TYPE PC4
(2700x2700x1500 DEEP)
1 : 50
TYPE PC30
(1500 DEEP)
1 : 50
TYPE PC30A
(1500 DEEP)
REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14
ISSUED FOR CONSTRUCTION SKD/OS 02/04/14
PC5 INCLUDED FUTHER SETTING OUT DIM'S ADDED JE/OS 25/04/14
T1
C2
1 : 20
TYPE PC2B (2700x900x1250 DEEP)
1 : 50
CRANE BASE TC2 (4500x4500x1500 DEEP)
C1
1 : 20
TYPE PC1A (1000x900 DEEP)
C2
TYPE PC5-PLATFORM LIFT
(3000x2700x1500 DEEP)
C2
C2
C2
C2
C2

7. BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCK
G
ENDERBY
HSE
KEY PLAN
D1
DBDA
2
URS-D-XX-PL-02-00094
URS-D-XX-PL-02-0009
EDGE OF UPPER
GROUND FLOOR
SLAB
COLUMN FROM CARPARK
TO SUPPORT HALF LANDING
HALF LANDING
SSL + 4.420m
STAIR VOID
HALF LANDING SHALL BE HUNG
FROM BLOCK F UPPER
GROUND FLOOR SLAB VIA 220
WIDE TENSION COLUMN
225thk RC SLAB
300x800 RC
COLUMN
6
URS-D-XX-PL-02-0009
4210
SSL +5.720 m
350DP RC
TRANSFER SLAB
7
URS-D-XX-PL-02-0009
BLOCK F
UPPER GROUND FLOOR
SLAB EDGE(PHASE 1A)
BLOCK F SLAB EDGE
SHOWN INDICATIVE
RC COLUMN
RC COLUMN
N 963737.724
E 1075245.536
N 963443.519
E 1075500.177
200x800 RC
COLUMN
N 962107.542
E 1076656.493
225 RC
W
ALL
RC SLAB EDGE
N 954399.566
E 1074041.058
N 954606.139
E 1077339.627
N 961573.804
E 1077118.454
350
EDGE OF RC STAIRS
PHASELINE
BLOCK F CLADDING
ZONE SHOWN THUS
BLOCK F CLADDING
ZONE SHOWN THUS
225RCWALLBELOW
CLADDING TO
PLATFORM BY
HLM
350DP RC PODIUM
SLAB
SSL +5.330 m
HALF LANDING SHALL BE HUNG
FROM BLOCK D UGF SLAB
+4.420 m
MIN
350
DEAD SPACE
CAN BE UTILISED
FOR STORAGE
2095
FFL +2.100 m
225
225
225
RC COLUMN TO
SUPPORT EDGE OF
HALF LANDING
SSL +5.740 m
SSL +2.911 m
RC GROUND BEAM TO
SUPPORT BOTTOM OF
STAIRS
HALF LANDING
TARMAC
PLANTER 1 PLANTER 2 PLANTER 3
(OVER HALF
LANDING)
PLANTER 4
ASSUMED PRECAST
CLADDING PANEL TIED
BACK TO BLOCKWORK
DRAINAGE MAT SHOWN
INDICATIVE (REFER TO
TLS'S DRAWINGS)
140thk BLOCKWORK TO SUPPORT
THE INTERMEDIATE SLAB
VOID FORMER
VOID FORMER
CAPPING STONE TO
TLA DETAIL
300 x 800 RC CAR
PARK COLUMN TO
SUPPORT HALF
LANDING
TOPC +1.750 m
350
D1
DA
2
URS-D-XX-PL-02-0009
4
URS-D-XX-PL-02-0009
EB
191
392
886
3000X2700X1500DP PILE CAP TO
SUPPORT PLATFORM LIFT
TOPC + 1.120m
225 thk RC WALL TO
SUPPORT HALFLANDING
PC5
EDGE BEAM TO SUPPORT BOTTOM OF
STAIRS YET TO BE CORDINATED WITH
BLOCK F FOUNDATIONS. (ALLOW FOR
450 WIDE x 650 DEEP GROUND BEAM
TO BE DOWELLED)
EDGE BEAM TO
SUPPORT BRICK
CLADDING TOB +2.270m
RC SLAB EDGE
RC SLAB EDGE
SSL + 2.520m
250DP RC SLAB
3
URS-D-XX-PL-02-0009
UP
HALF LANDING
225thk RC SLAB
SSL= + 4.420m
N 953312.105
E 1080375.323
N 956320.130
E 1081665.618
321
268
400
251
1700
382
450
N 960496.827
E 1080673.319
1015 x 740 DEEP
RC BEAM
SSL +5.720 m
BLOCK F STAIR
DETAILS T.B.C BY
ARCHITECT
225thk RC TENSION COLUMN TO
SUPPORT HALFLANDING FROM
BEAM ABOVE
+4.420 m
HALF LANDING
225
350
270
85
305
25mm MOVEMENT JOINT
SHEAR DOWELS EG. HALFEN
CRET-134V @600c/c
STAINLESS SHEAR
CONNECTOR (SETTING OUT
BY HALFEN)
350
SSL +5.720 m
350
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
RELEVANT SPECIFICATIONS AND ALL OTHER RELEVANT
DRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE AND
THE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TO
COMMENCEMENT OF WORK.
3. DO NOT SCALE FROM THIS DRAWING.
4. ALL LEVELS AND DIMENSIONS ARE IN MILLIMETRES UNLESS
NOTED OTHERWISE.
5. FOR CONCRETE GRADES REFER TO SPECIFICATIONS.
6. CONTRACTOR TO CONFIRM ALL LEVELS AND DIMENSIONS
ON SITE. ANY DIMENSIONAL VARIATION PROPOSED AS A
RESULT OF IRREGULARITIES IN LINE AND LEVEL
ENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTER
AGREEMENT WITH THE CONSTRUCTION MANAGER.
LEGEND
• SSL = STRUCTURAL SLAB LEVEL
• TOB = TOP LEVEL OF BEAM
• TOPC= TOP LEVEL OF PILE CAP
• TOW= TOP OF WALL
• TOC= TOP OF CONCRETE
225thk BLOCKWORK
WALL
225thk RC WALL
TOW + 2.320m
PLATFORM LIFT PIT LEVEL TO BE
INFILLED WITH LIGHT WEIGHT
MASS CONCRETE. LEVEL T.B.C
TOPC +1.120 m
ALLOW FOR TOP 150mm thk PORTION
OFF MASS INFILL TO BE REINFORCED
WITH LIGHT MASH ON TOP
ASSUMED POSITION OF
CLADDING
STAIRS
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
In addition to the hazard/risks normally associated with the types of work
detailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competent
contractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANING
RISK
DEMOLITION RISKS
Drawing Title
Drawn Checked Approved Date
URS Internal Project No. Suitability.
Scale @ A1 Zone / Mileage
This document has been prepared in accordance with the scope of URS' appointment
with its client and is subject to the terms of that appointment. URS accepts no liability
for any use of this document other than by its client and only for the purposes for which
it was prepared and provided. Only written dimensions shall be used.
© URS Infrastructure & Environment UK Limited
URS Infrastructure & Environment UK Limited
www.ursglobal.com
Drawing Number. Rev
NOTES
St George's House, 5 St George's Road
Wimbledon, London
SW19 4DR
Tel +44 (0)20 8944 3300
Fax +44 (0)20 8944 3301
Designed
As indicated
12/01/201606:38:46
ENDERBY WHARF LLP
PODIUM STAIR SETTING OUT
AND DETAILS. BETWEEN BLOCK
D AND F
SKD OS PW APR 14
47068268
PRELIMINARY
ENDERBY WHARF, GREENWICH
BLOCK D
URS-D-XX-PL-02-0009
OS
This drawing is for preliminary purposes only and is subject to amendment
during design development. UNDER NO CIRCUMSTANCES MUST THIS
DRAWING BE USED FOR CONSTRUCTION PURPOSES
ISSUE FOR COMMENTS JE/OS 30/04/14
1 : 50
BLOCK D - UPPER GROUND FLOOR PODIUM STAIRS
1 : 50
SECTION 2 - 2
1 : 50
SECTION 4 - 4
1 : 50
BLOCK D - LOWER GROUND FLOOR PODIUM STAIRS
1 : 50
SECTION 6 - 6 1 : 20
SECTION 7 - 7
P1
P1
1 : 50
SECTION 3 - 3
THIS DRAWING SHOULD BE READ IN
CONJUNCTION WITH URS GROUND AND
LOWER GROUND FLOOR PLANS
REFER TO TLA DRAWINGS FOR THE
PLANTERS OVER THE STAIRS
ALL CONCRETE SLAB EDGES LEVELS ,
SETTING OUT TO BE CONFIRMED BY
ARCHITECT PRIOR TO CONSTRUCTION

8. BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCK
G
ENDERBY
HSE
KEY PLAN
DPDLDJ DNDK DMDHDC DDDBDA DE DF DG
TOU +42.720 m
SSL +42.320 m
+8.120 m
LB1
L00
L01
L02
L03
L04
L05
L06
L07
L08
L09
L10
L11
LRF
+42.320 m
+39.120 m
+35.920 m
+32.720 m
+29.720 m
+26.720 m
+23.720 m
+20.720 m
+17.720 m
+14.720 m
+11.720 m
+8.720 m
+5.720 m
+2.520 m
D8 D9D7D2 D12D11
D5
D4
D6
D1 D10D3
SSL +2.520 m
SSL +11.720 m
SSL +39.120 m
SSL +40.260 m
TOU +36.360 m
+2.520 m
LB1
+5.720 m
L00
+8.720 m
L01
+11.720 m
L02
+14.720 m
L03
+17.720 m
L04
+20.720 m
L05
+23.720 m
L06
L07
+26.720 m
+29.720 m
L08
+32.720 m
L09
+35.920 m
L10
+39.120 m
L11
+42.320 m
LRF
D8 D9D7 D12D11
D5 D6
D10
SSL +39.120 m
SSL +42.320 m
SSL +43.460 m
TOU +39.520 m
TOU +36.360 m
+2.660 m
+42.720 m
+2.520 m
LB1
+5.720 m
L00
+8.720 m
L01
+11.720 m
L02
+14.720 m
L03
+17.720 m
L04
+20.720 m
L05
+23.720 m
L06
L07
+26.720 m
+29.720 m
L08
+32.720 m
L09
+35.920 m
L10
+39.120 m
L11
+42.320 m
LRF
NORTH
STAIRS
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
In addition to the hazard/risks normally associated with the types of work
detailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competent
contractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANING
RISK
DEMOLITION RISKS
Drawing Title
Drawn Checked Approved Date
URS Internal Project No. Suitability.
Scale @ A1 Zone / Mileage
This document has been prepared in accordance with the scope of URS' appointment
with its client and is subject to the terms of that appointment. URS accepts no liability
for any use of this document other than by its client and only for the purposes for which
it was prepared and provided. Only written dimensions shall be used.
© URS Infrastructure & Environment UK Limited
URS Infrastructure & Environment UK Limited
www.ursglobal.com
Drawing Number. Rev
NOTES
St George's House, 5 St George's Road
Wimbledon, London
SW19 4DR
Tel +44 (0)20 8944 3300
Fax +44 (0)20 8944 3301
Designed
As indicated
12/01/201606:39:36
ENDERBY WHARF LLP
SECTIONS & DETAILS
SKD OS PW NOV 2013
47068268
PRELIMINARY
ENDERBY WHARF, GREENWICH
BLOCK D
URS-D-XX-SX-05-0001
AA
This drawing is for preliminary purposes only and is subject to amendment
during design development. UNDER NO CIRCUMSTANCES MUST THIS
DRAWING BE USED FOR CONSTRUCTION PURPOSES
1 : 200
05-0001 - SECTION 1-1 1 : 200
05-0001 - SECTION 2-2
1 : 200
05-0001 - SECTION 3-3
ISOMETRIC VIEW