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BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCKG
ENDERBYHSE
KEY PLAN
NORTHSTAIRS
2-2
URS-D-XX-SX-05-0001
D2
D4
D1
D3
DPDL
DJ DNDK DMDHDC DDDBDA DE DF DG3940 4400 5550
5683
6844
3202
6250 5250 5900 3650 6700 5550 1775 3300 4160 1215
C1C1
C1
C3
C1C3
C3
C3C3
C3
C3
C1
C3
C3C1
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 PODIUMSLAB
740DP RCTRANSFER SLAB
PHASE 1A BOUNDARY
10-10
URS-D-B2-SX-02-0003
TOU +5.635 m
1350
x740
DP R
C BE
AM
890x740DP RC BEAM
SSL +5.530 m550DP RC
TRANSFER SLAB
BLOCK CBEYOND 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 FORTOWER CRANE. EXACT SIZE ANDLOCATION TBC BY BEL.
FLP
LINE OF TEMPORARYSUPPORT TO SLAB EDGE
SSL +5.720 m350DP RC
TRANSFER SLAB
900x740
DP RC
BEAM
AREA UNDER DESIGNDEVELOPMENTAWAITING INFORMATIONFROM LANDSCAPE ARCH.RE: PLANTERS &RETAINING WALL LEVELS
300 THK. RETAINING WALL @ PHASE 2CONSTRUCTION SEQUENCE ANDPROGRAMME TO BE DISCUSSEDWITH CONTRACTOR UPON RECEIPTOF FULL SET OF LANDSCAPINGINFORMATION.TBC BY BEL
MJ
SLAB EDGE T.B.CBY ARCHITECT
SLAB EDGE T.B.CBY ARCHITECT
192
1691425
192
1102
425
800
2116
1955
1294
400
330
680
200
444
102
444
1927
3067
400
20037
0
609
400 98 1926
400
220
1522
1522
11040
0
1522
110
1483
440
582 1000
893
424
2254
524
787 4207 557361 1543
1625 842
23.17
°
66.83°
49.12°
1641
2029
434
2040
41
893
1URS-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
1URS-D-XX-PL-03-0003
N 961286.258E 1063445.364
N 992172.775E 1076633.479
N 969301.206E 1080273.689
THERMAL JOINTS
369
500
1228 601
SSL +5.330 m350DP RC PODIUM
SLAB
SSL +5.330 m350DP RC PODIUM
SLAB
300thk RC RETAININGWALL 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 WORK WALL
225 BLOCK WORK WALL
N 1010016.124E 1076633.479
N 998573.242E 1076633.479
N 998573.242E 1086150.959
N 1007203.614E 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
STEP
IN S
OFFI
T
STEP
IN S
OFFI
T
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THERELEVANT SPECIFICATIONS AND ALL OTHER RELEVANTDRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE ANDTHE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TOCOMMENCEMENT 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 ARESULT OF IRREGULARITIES IN LINE AND LEVELENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTERAGREEMENT WITH THE CONSTRUCTION MANAGER.
LEGEND
DENOTES OPENING IN SLAB FORFUTURE LIFT TO BE INFILLED WITH'TATA STEEL' D80 ROOF DECKINGFLPSHOECK THERMAL BREAKDENOTED THUS
DENOTES FAIR FACED CONCRETEFINISH TO SOFFIT OF BALCONY /EXTERNAL WALKWAY.
KEY
DENOTES COLUMNS TO BE CHAMFERED AND FAIRFACED - 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' appointmentwith 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 whichit 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 RoadWimbledon, LondonSW19 4DRTel +44 (0)20 8944 3300Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01
/2016
06:33
:31
ENDERBY WHARF LLP
UPPER GROUND FLOORGENERAL ARRANGEMENTSHEET 1 OF 2
SKD OS PW DEC 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICHBLOCK D
URS-D-00-PL-04-0020
AA
STRUCTURAL COLUMN SCHEDULE
REF SIZEC1 220x880 RC COLUMNC2 350x880 RC COLUMNC3 200x800 RC COLUMNC5 300x800 RC COLUMNC6 300x300 RC COLUMNC7 350x350 RC COLUMN
UNSUPPORTED SLAB EDGES TO BESUPPORTED TEMPORARILY, DESIGNEDBY TEMPORARY WORKS CONTRACTOR
PRELIMINARY AND/OS 20/12/13REVISED AS CLOUDED. ISSUED FOR TENDER PE/OS 14/02/14REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14
NORTH STAIRS ADDED . LIFT AMENDED AND PODIUMSTAIRS REVISED.BLOCK C COLUMNS ADDED. BALCONYTHERMAL BREAK SHOWN
JE/OS 25/04/14
DRAINAGE HOLES ADDED TO PODIUM SLAB. DIMENSIONADDED
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 workdetailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competentcontractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANINGRISK
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' appointmentwith 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 whichit 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 RoadWimbledon, LondonSW19 4DRTel +44 (0)20 8944 3300Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01
/2016
06:33
:31
ENDERBY WHARF LLP
UPPER GROUND FLOORGENERAL ARRANGEMENTSHEET 1 OF 2
SKD OS PW DEC 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICHBLOCK D
URS-D-00-PL-04-0020
AA
FOR CONTINUATION SEE DRAWING URS-D-00-PL-04-0021
PRELIMINARY AND/OS 20/12/13REVISED AS CLOUDED. ISSUED FOR TENDER PE/OS 14/02/14REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14
NORTH STAIRS ADDED . LIFT AMENDED AND PODIUMSTAIRS REVISED.BLOCK C COLUMNS ADDED. BALCONYTHERMAL BREAK SHOWN
JE/OS 25/04/14
DRAINAGE HOLES ADDED TO PODIUM SLAB. DIMENSIONADDED
JE/OS xx/04/14
RC CORE WALLS TO BE 200mm THICK UNLESS NOTEDOTHERWISE.
STAIR CORE WAIST AND HALF LANDINGS TO BE200mm THICKIN-SITU CONCRETE UNLESS NOTED OTHERWISE.
FOR CONCRETE FINISHES REFER TO URSGENERAL NOTES DRAWING URS-X-XX-SP-02-0001
RISER VOID NOTE: TEMPORARY A393 MESH TO BEPLACED IN THE RISER VOIDS AND CAST INTOADJACENT SLAB WITH A MINIMUM TENSION LAP OF40xBAR DIAMETER.
SS, SVP AND RWP LOCATIONS TO BE CONFIRMED BYARCHITECTS.REFER TO HLM`s BUILDERS WORK HOLES SETTINGOUT FOR FIRE COLLARS TO BE CAST IN RC SLAB.
REFER TO URS DRAWING...URS-D-XX-DT-02-0005FOR MASONARY SUPPORT AND TIE DETAILS.
REFER TO URS DRAWING...URS-X-XX-SP-02-0001FOR GENERAL NOTES.
HLM TO CONFIRM SETTING OUT OF SLAB EDGES,STAIRS AND RISER OPENINGS AND UPSTANDLEVELS.
T1
C2
1
T2
T2
C1
REFER TO URS DRAWING...URS-D-B2-PL-04-0009FOR STAIRS DETAILS AND SECTION.
REFER TO URS DRAWING...URS-D-XX-PL-02-0008FOR 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
BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCKG
ENDERBYHSE
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
DPDL
DJ DNDK DMDHDC DDDBDA DE DF DG30
5824
9027
0042
7527
2524
8410
8819
28
C1
C1
C1
C1
C2
C2
C1
C1
C2
C1
C2
C1
C1C1C1
C1
C1C1
C1
250 R
C W
ALL
250 R
C W
ALL
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 WALL225DP 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 RCDOWNSTAND
BEAM
220x
450D
P RC
DOW
NSTA
NDBE
AM
FLP
FLP
FLP
FLP
225DP RC SLAB
C2 C1 C1
225DP RC SLAB
225 RC WALL
MJ
225 RC WALL
MJ
250 R
C W
ALL
250 RC WALL
SLAB EDGE T.B.CBY ARCHITECT
220
1522
1522
110
156
220
110
220
1026
1026
110
910
220
250
440
1355
440
1522
110
636
440
440
43925
0
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
200 R
C W
ALL
200 R
C W
ALL
250 R
C W
ALL
200 R
C W
ALL
250 R
C W
ALL
250 R
C W
ALL
1483
440
582 1000
1500
54
600
242
1400
2229
2575
1055
1180
1015 125
135 1500
1264
1000
985
1000 1214
990
985 149 151
990
985
1125
89352
415
7791
312
9354
015
52
1058
1058
1033
1087
457 2980 503
1087
932
954 3674 922
199
1857 3676 717
1034
54
1119
1907 3084 259
1034
54
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
3URS-D-XX-PL-03-0001
2URS-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 24
58
2158
242 54
2
1250
220x450DP RCDOWNSTAND
BEAM
250X450DP RCBEAM
1228 601
1666
1678
89
150x80DP RCUPSTAND
150x80DP RCUPSTAND
275thk SUBSTATIONWALL BELOW
9-9
URS-D-XX-SX-02-0003 3
URS-D-XX-SX-02-0003
150x80DP RCUPSTAND
150x80DP RCUPSTAND
G
407 693 1325 155 910 268 1392 40033
21133
1008
1479
575
1696
309
200 R
C W
ALL
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 SLABSSL +5.720 m
225DP RC SLABSSL +5.720 m
225DP RC SLABSSL +5.720 m225DP RC SLAB
SSL +5.720 m
SSL +5.860 m225DP RC SLAB
SSL +5.860 m225DP RC SLAB
STEP
IN S
OFFI
T
STEP
IN S
OFFI
T
N 1014987.823E 1118117.888
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THERELEVANT SPECIFICATIONS AND ALL OTHER RELEVANTDRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE ANDTHE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TOCOMMENCEMENT 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 ARESULT OF IRREGULARITIES IN LINE AND LEVELENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTERAGREEMENT WITH THE CONSTRUCTION MANAGER.
NORTHSTAIRS
LEGEND
DENOTES OPENING IN SLAB FORFUTURE LIFT TO BE INFILLED WITH'TATA STEEL' D80 ROOF DECKINGFLPSHOECK THERMAL BREAKDENOTED THUS
DENOTES FAIR FACED CONCRETEFINISH TO SOFFIT OF BALCONY /EXTERNAL WALKWAY.
KEY
DENOTES COLUMNS TO BE CHAMFERED AND FAIRFACED - 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 workdetailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competentcontractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANINGRISK
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' appointmentwith 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 whichit 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 RoadWimbledon, LondonSW19 4DRTel +44 (0)20 8944 3300Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01
/2016
06:34
:41
ENDERBY WHARF LLP
UPPER GROUND FLOORGENERAL ARRANGEMENTSHEET 2 OF 2
SKD OS PW FEB. 2014
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICHBLOCK D
URS-D-00-PL-04-0021
OS
FOR CONTINUATION SEE DRAWING URS-D-00-PL-04-0020
STRUCTURAL COLUMN SCHEDULE
REF SIZEC1 220x880 RC COLUMNC2 350x880 RC COLUMNC3 200x800 RC COLUMNC5 300x800 RC COLUMNC6 300x300 RC COLUMNC7 350x350 RC COLUMN
REVISED AS CLOUDED. ISSUED FOR TENDER PE/OS 14/02/14REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14
UPPER FLOOR TOE AMENDED TO 270mm FLP CHANGEDTO SUIT
JE/OS 25/04/14
SECTION MARK ADDED TO TOE DETAIL, STEP IN SOFFITANNOTATION ADDED TO GRID D5
JE/OS **/04/14
RC CORE WALLS TO BE 200mm THICK UNLESSNOTED OTHERWISE.
STAIR CORE WAIST AND HALF LANDINGS TO BE200mm THICKIN-SITU CONCRETE UNLESS NOTED OTHERWISE.
FOR CONCRETE FINISHES REFER TO URSGENERAL NOTES DRAWING URS-X-XX-SP-02-0001
RISER VOID NOTE: TEMPORARY A393 MESH TO BEPLACED IN THE RISER VOIDS AND CAST INTOADJACENT SLAB WITH A MINIMUM TENSION LAP OF40xBAR DIAMETER.
SS, SVP AND RWP LOCATIONS TO BE CONFIRMED BYARCHITECTS.REFER TO HLM`s BUILDERS WORK HOLES SETTINGOUT 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-02-0001FOR GENERAL NOTES.
THERMAL BREAKS1. THERMAL BREAKS ARE REQUIRED AT JUNCTION BETWEEN EXTERNALCONCRETE WALKWAY AREAS AND INTERNAL RC SLAB (SCHOECK ISO KORBTYPE 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 ALLTHERMAL BREAKS.
C1
REFER TO URS DRAWING...URS-D-XX-PL-04-0002/3FOR 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
BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCKG
ENDERBYHSE
KEY PLAN
D9
D10
DLDK DM
SSL +2.660 m250DP RC FLOOR
SLAB
275
275
2641
297
061
448
876
610
92
600
200 RC WALL
200 RC WALL
SSL= + 1.610200 DP RC BASE
170 WIDE x 80DEEP 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
105025
0
200
200200
250
275
SSL +2.660 mSSL +2.660 m
SSL +5.720 m
275
TOC +2.520 m
FLOOR FINISHES TOSUBSTATION 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 FORINCOMING SERVICES REFER TOM&E ENGENEERS DRAWINGS
D9D11 D10
1050
600
200
200 200
412 970 614 488 1092
2430
+2.520 mSSL +2.660 m
SSL +5.720 m
TOW +5.090 m
LETTER BOX OPENING TOHOUSE THE INCOMINGSERVICES
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 THERELEVANT SPECIFICATIONS AND ALL OTHER RELEVANTDRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE ANDTHE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TOCOMMENCEMENT 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 ARESULT OF IRREGULARITIES IN LINE AND LEVELENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTERAGREEMENT 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 workdetailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competentcontractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANINGRISK
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' appointmentwith 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 whichit 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 RoadWimbledon, LondonSW19 4DRTel +44 (0)20 8944 3300Fax +44 (0)20 8944 3301
Designed
As indicated
12/01
/2016
06:36
:19
ENDERBY WHARF LLP
SUBSTATION SETTING OUT PLANAND SECTIONS
SKD OS PW APR 14
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICHBLOCK D
URS-D-B1-PL-03-0010
OS
This drawing is for preliminary purposes only and is subject to amendmentduring design development. UNDER NO CIRCUMSTANCES MUST THIS
DRAWING BE USED FOR CONSTRUCTION PURPOSES
SUBSTATION SECTION & DETAILS,ISSUED FORCOMMENTS
PW/OS 23/04/14
OPENINGS AMENDED TO SUIT HLM COMENTS. SECTION5 - 5 ADDED. ISSUE FOR CONSTRUCTION
JE/OS 08/05/14
1 : 50ENERGY CENTRE PLAN VIEW
1 : 50SECTION 1 - 1
1 : 50SECTION 2 - 2
1 : 50SECTION 3 - 3
1 : 50SECTION 4 - 4
SUBSTATION
C1
P1
C1
1 : 20SECTION 5 - 5
BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCKG
ENDERBYHSE
KEY PLAN
NORTHSTAIRS
KEY
DENOTES COLUMNS TO BE CHAMFERED AND FAIRFACED - DETAILS TBC BY ARCHITECT
DENOTES CAST-IN DRAINAGE
*
DENOTES TARMAC CONSTRUCTION
DENOTES MASS CONCRETE FILLTOC +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 DG3940 4400 5550
5683
6844
3202
3058
MASS
FILL
MASS
FILL
PC2 PC3 PC3
PC1A
PC3
PC1A
PC1A
EB
PC4
PC4
PC2B
PC2B
PC2B
PC1A
PC1A
PC2PC2
PC1A
6250 5250 5900
PC1A
PC1A
PC1A
EBEB
PC1A
PC1A
PC1A
PC1A
PC2B
TB
TB
TOPC +1.120 m
PC2B
PC2B
PC2B
PC2B
PC1APC2B PC2B
PC2B
PC1A
PC1APC1A
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-02-0003PC1A
PC1A
PC1A
4-4
URS-D-B2-SX-02-0003
TOPC +1.950 mTOPC +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
PC1APC1A
PC2B
PC2B
TOPC +1.505 m
21-21
URS-D-B2-SX-02-0004
TC2 CRANEBASE
GB10GB7
GB7
GB10
GB3GB3
22-22
URS-D-B2-SX-02-0004
23-23
URS-D-B2-SX-02-0004
24-24
URS-D-B2-SX-02-0005
300 R
C RE
TAIN
ING
WAL
L
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 +1.830mTOB +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
300 R
C RE
TAIN
ING
WAL
L30
0 RC
RETA
ININ
G W
ALL
CAR PARK
ENERGY CENTRE
ENERGY CENTRE SLAB ANDFOUNDATIONS TO HAVE
WATERPROOF CONCRETE. SEESECTIONS
225 RC WALL
TOPC -1.020 m
300 RC WALL 300 RC WALL
300 R
C W
ALL
300 RC WALL
TB
PC2B
TB
TB1
TB1TOB +1.750mTOB +1.750m
TOB +1.750m
TB
TB
TBTB1
TOB +1.750m
TOPC +1.950 m
GB11
GB11
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 mTOPC +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
85012
50
1318
1182
115
1050
243
1936
115
643
2147
1350553
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
5301358
37320
614918
4125
826
883
39942
8
1236
560
220
560
2644
828
2663 920
1550
1425
2040 828
4587
353
1561 828
6237
353
7709
353
1060828
1835828
35348
2
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
353
9237
616
849828
353
6754
2483
353
9714
828 1430
828 2491
828
828
1512
835
3
353
1264
5
810
300
810
2815
918 3581273
826
1451
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 mTOPC +2.520 m
TOPC +2.520mTOPC +2.270 m TOPC +2.520m
TOPC +2.520m
TOPC +2.520m1666
237
1876
269
1933
206
1125
1547
3174
123
190
1119
636
787
1325
311
2608
715
2240
1163
228
2320
1163
2084
237
8283021
353
8281038
828
2335
310
946
353
8462
3380
1989
3431
245
1209
353
25652902 828
1646
353
340
530
703
45020
63
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
225 RC WALL
225 RC WALL
1876
237
GB10
TOB +2.280 m
FULL
HEI
GHT
FULL
HEI
GHT
PHAS
E 1A
BOU
NDAR
Y
5 - 5
URS-D-XX-SX-02-0003
2 - 2
URS-D-XX-PL-03-0003
PC5
N 1010219.172E 1085755.473
N 1010041.060E 1074603.939
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THERELEVANT SPECIFICATIONS AND ALL OTHER RELEVANTDRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE ANDTHE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TOCOMMENCEMENT 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 ARESULT OF IRREGULARITIES IN LINE AND LEVELENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTERAGREEMENT WITH THE CONSTRUCTION MANAGER.
DENOTES WATERPROOF CONCRETE
DENOTES WATERPROOF CONCRETEIN 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' appointmentwith 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 whichit 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 RoadWimbledon, LondonSW19 4DRTel +44 (0)20 8944 3300Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01
/2016
06:37
:03
ENDERBY WHARF LLP
FOUNDATION GENERALARRANGEMENT SHEET 1 OF 2
SKD AA PW NOV 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICHBLOCK D
URS-D-B2-PL-04-0005
OS
PILE CAP SCHEDULE
REF TYPEPC1A 1000x900x900DPPC2 2700x900x1500DPPC2B 2700x900x1250DPPC3 3150x3150x1500DPPC4 2700x2700x1500DPPC5 3000X2750x1500DPPC10 5400x4750x1500DPPC30 13000x8500x1500DPPC30A 13000x9100x1500DP
RC GROUND BEAM SCHEDULE
REF TYPEEB 450x650DP RC EDGE BEAMGB3 1000x650DP RC BEAMGB4 750x650DP RC EDGE BEAMGB7 900x740DP RC BEAMGB10 900x775DP RC BEAMGB11 550x650DP RC EDGE BEAMTB 300x300DP RC TIE BEAMTB1 450x500DP RC BEAM
PRELIMINARY AND/OS 20/12/13REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14CONSTRUCTION ISSUE PE/OS 02/04/14
PLATFORM LIFT FOUNDATION AMENDED, UPSTANDADDED & NORTH STAIRS REVISED TO SUIT SERVICEPITREVISED 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 workdetailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competentcontractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANINGRISK
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' appointmentwith 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 whichit 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 RoadWimbledon, LondonSW19 4DRTel +44 (0)20 8944 3300Fax +44 (0)20 8944 3301
Designed
1 : 100
12/01
/2016
06:37
:03
ENDERBY WHARF LLP
FOUNDATION GENERALARRANGEMENT SHEET 1 OF 2
SKD AA PW NOV 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICHBLOCK D
URS-D-B2-PL-04-0005
OS
PRELIMINARY AND/OS 20/12/13REVISED AS CLOUDED. ISSUED FOR TENDER. PE/OS 24/02/14CONSTRUCTION ISSUE PE/OS 02/04/14
PLATFORM LIFT FOUNDATION AMENDED, UPSTANDADDED & NORTH STAIRS REVISED TO SUIT SERVICEPITREVISED BY HLM
JE/OS 25/04/14
1T1
C2
FOR CONTINUATION SEE DRAWING URS-D-B2-PL-04-0006ALL BELOW GROUND CONCRETETO BE CLASS DC2 SULPHATERESISTING GRADE RC40 AS PERURS SPECIFICATION.
FOR INDICATIVE POSITION OFCAST-IN DRAINAGE PLEASE REFER TOLOWER GROUND FLOOR LAYOUT.
FOR DETAILS OF PILE CAPSPLEASE REFER TO URSDRAWINGS URS-D-B2-SX-02-0001
DRAINAGE NOTE:DRAINAGE PIPES SHALL BE CAST INTO THE SLAB OR PILE CAPWITH A DUCTILE IRON PIPE. FOR DETAILS OF CAST-IN BELOWGROUND DRAINAGE REFER TO DRG. No. URS-X-XX-SL-05-3100.
DPM TO ARCHITECT'S DETAILSAND SPECIFICATION.
URS STRUCTURAL LAYOUT IS BASED ON'HLM' DRG. No. 6415-XB1-GA-128-0001REV. C6
C1
INCOMING SERVICES PIT / TRENCH DETAILS TO BE CONFIRMED BYM&E ENGINEERS, FOR CAST-IN INCOMING SERVICES POSITIONSREFER TO WHITECODE DRAWINGS, FOR INVERT LEVEL OF DUCTSETC.
REFER TO WHITECODE`S DRAWINGS FOR LIGHTENINGPROTECTION REQUIREMENTS
LIFT PIT SETTING OUT AND LEVELS TBC BY LIFT MANUFACTURERAND ARCHITECT
C2
C2
C2 C2
250
300
AREA TO BEBROKEN DOWN
600Ø PILE
PILE REINFORCEMENT TOEXTEND A LAP LEGHTH ABOVETHE PILE CUT OFF LEVEL
PILE
CAP
DEP
TH (IN
TERN
AL)
SSL
75 (PILE CUT-OFF LEVEL
450
1925
1925
450
450
900 900
900
900
1350
1350
600Ø PILE1350 1350
2700
450 450
450
1559
450
600Ø PILE
450
450 900 900 450
450 900 900 450
B-BURS-D-B2-SX-02-0001SECTION
600Ø PILES
450
450
450 1800 450
450
1800
450
600Ø PILE
D8D9 D7 D5D6
DL
DJ
DK
2340 2340 2340 2340 2340
600Ø PILE
950
95
0
650
650
1800
1800
1800
18
00
2950
5501800
200200 200
4195
1899
1646
250
200
1476
992
4335
250
154
1010
125
125
50
125 125
185
867
150
150
958
250
125
933 81
125
5425
275
1625
933 275 948 1195 2950 2750
D8 D9D7 D11D6 D10
DC
DD
600Ø PILE2340 2340 2340 2340 2340650 650
650
1800
1800
1800
1800
650
5350
225
225
125
100
1177
842225
125
100
1514
2001800 200
2550200 200
486
880
855
200
1650
1900
200
1695
125
1445
250 13141400 62334
537
1266
281
920
580
281
238
275
450 1800 450
450
450
600Ø PILE
500 1750 1750 500
500
1750
1750
500
600Ø PILE
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THERELEVANT SPECIFICATIONS AND ALL OTHER RELEVANTDRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE ANDTHE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TOCOMMENCEMENT 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 ARESULT OF IRREGULARITIES IN LINE AND LEVELENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTERAGREEMENT WITH THE CONSTRUCTION MANAGER.
600Ø PILE
500
450
1000
900
D1
DA
751 1801 449
450
1800
457
600Ø PILE 758 1392
1554
654
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
In addition to the hazard/risks normally associated with the types of workdetailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competentcontractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANINGRISK
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' appointmentwith 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 whichit 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 RoadWimbledon, LondonSW19 4DRTel +44 (0)20 8944 3300Fax +44 (0)20 8944 3301
Designed
As indicated
12/01
/2016
06:37
:56
ENDERBY WHARF LLP
PILE CAP TYPES AND DETAILS
SKD AA PW DEC 2013
47068268
CONSTRUCTION
ENDERBY WHARF, GREENWICHBLOCK D
URS-D-B2-SX-02-0001
OS
1 : 20TYPICAL 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 24/02/14ISSUED FOR CONSTRUCTION SKD/OS 02/04/14PC5 INCLUDED FUTHER SETTING OUT DIM'S ADDED JE/OS 25/04/14
T1
C2
1 : 20TYPE PC2B (2700x900x1250 DEEP)
1 : 50CRANE BASE TC2 (4500x4500x1500 DEEP)
C1
1 : 20TYPE PC1A (1000x900 DEEP)
C2
TYPE PC5-PLATFORM LIFT(3000x2700x1500 DEEP)
C2
C2
C2
C2
C2
BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCKG
ENDERBYHSE
KEY PLAN
D1
DBDA
2
URS-D-XX-PL-02-00094
URS-D-XX-PL-02-0009
EDGE OF UPPERGROUND FLOORSLAB
COLUMN FROM CARPARKTO SUPPORT HALF LANDING
HALF LANDING
SSL + 4.420m
STAIR VOID
HALF LANDING SHALL BE HUNGFROM BLOCK F UPPERGROUND FLOOR SLAB VIA 220WIDE TENSION COLUMN
225thk RC SLAB
300x800 RCCOLUMN
6
URS-D-XX-PL-02-0009
4210
SSL +5.720 m350DP RC
TRANSFER SLAB
7
URS-D-XX-PL-02-0009
BLOCK F
UPPER GROUND FLOORSLAB EDGE(PHASE 1A)
BLOCK F SLAB EDGESHOWN INDICATIVE
RC COLUMN
RC COLUMN
N 963737.724E 1075245.536
N 963443.519E 1075500.177
200x800 RCCOLUMN
N 962107.542E 1076656.493
225 RC WALL
RC SLAB EDGE
N 954399.566E 1074041.058
N 954606.139E 1077339.627
N 961573.804E 1077118.454
350
EDGE OF RC STAIRS
PHAS
E LIN
E
BLOCK F CLADDINGZONE SHOWN THUS
BLOCK F CLADDINGZONE SHOWN THUS
225 RC WALL BELOW
CLADDING TOPLATFORM BYHLM
350DP RC PODIUMSLAB
SSL +5.330 m
HALF LANDING SHALL BE HUNGFROM BLOCK D UGF SLAB
+4.420 mMIN350
DEAD SPACECAN BE UTILISEDFOR STORAGE
2095
FFL +2.100 m
225
225
225
RC COLUMN TOSUPPORT EDGE OF
HALF LANDING
SSL +5.740 m
SSL +2.911 m
RC GROUND BEAM TOSUPPORT BOTTOM OFSTAIRS
HALF LANDING
TARMAC
PLANTER 1 PLANTER 2 PLANTER 3(OVER HALFLANDING)
PLANTER 4
ASSUMED PRECASTCLADDING PANEL TIEDBACK TO BLOCKWORK
DRAINAGE MAT SHOWNINDICATIVE (REFER TOTLS'S DRAWINGS)
140thk BLOCKWORK TO SUPPORTTHE INTERMEDIATE SLAB
VOID FORMER
VOID FORMER
CAPPING STONE TOTLA DETAIL
300 x 800 RC CARPARK COLUMN TOSUPPORT HALFLANDING
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 TOSUPPORT PLATFORM LIFT TOPC + 1.120m
225 thk RC WALL TOSUPPORT HALFLANDING
PC5
EDGE BEAM TO SUPPORT BOTTOM OFSTAIRS YET TO BE CORDINATED WITHBLOCK F FOUNDATIONS. (ALLOW FOR450 WIDE x 650 DEEP GROUND BEAMTO BE DOWELLED)
EDGE BEAM TOSUPPORT BRICKCLADDING TOB +2.270m
RC SLAB EDGE
RC SLAB EDGE
SSL + 2.520m250DP RC SLAB
3
URS-D-XX-PL-02-0009
UP
HALF LANDING225thk RC SLABSSL= + 4.420m
N 953312.105E 1080375.323
N 956320.130E 1081665.618
321
268
400
251
1700
382
450
N 960496.827E 1080673.319 1015 x 740 DEEP
RC BEAM
SSL +5.720 m
BLOCK F STAIRDETAILS T.B.C BYARCHITECT
225thk RC TENSION COLUMN TOSUPPORT HALFLANDING FROM
BEAM ABOVE
+4.420 mHALF LANDING
225
350
270
85
305
25mm MOVEMENT JOINT
SHEAR DOWELS EG. HALFENCRET-134V @600c/cSTAINLESS SHEARCONNECTOR (SETTING OUTBY HALFEN)
350
SSL +5.720 m
350
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THERELEVANT SPECIFICATIONS AND ALL OTHER RELEVANTDRAWINGS ISSUED BY THE ENGINEER AND ARCHITECT.
2. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE ANDTHE ENGINEER NOTIFIED OF ANY DISCREPENCIES PRIOR TOCOMMENCEMENT 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 ARESULT OF IRREGULARITIES IN LINE AND LEVELENCOUNTERED ON SITE ARE ONLY TO BE MADE AFTERAGREEMENT 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 BLOCKWORKWALL
225thk RC WALL
TOW + 2.320m
PLATFORM LIFT PIT LEVEL TO BEINFILLED WITH LIGHT WEIGHTMASS CONCRETE. LEVEL T.B.C
TOPC +1.120 m
ALLOW FOR TOP 150mm thk PORTIONOFF MASS INFILL TO BE REINFORCED
WITH LIGHT MASH ON TOP
ASSUMED POSITION OFCLADDING
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 workdetailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competentcontractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANINGRISK
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' appointmentwith 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 whichit 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 RoadWimbledon, LondonSW19 4DRTel +44 (0)20 8944 3300Fax +44 (0)20 8944 3301
Designed
As indicated
12/01
/2016
06:38
:46
ENDERBY WHARF LLP
PODIUM STAIR SETTING OUTAND DETAILS. BETWEEN BLOCKD AND F
SKD OS PW APR 14
47068268
PRELIMINARY
ENDERBY WHARF, GREENWICHBLOCK D
URS-D-XX-PL-02-0009
OS
This drawing is for preliminary purposes only and is subject to amendmentduring design development. UNDER NO CIRCUMSTANCES MUST THIS
DRAWING BE USED FOR CONSTRUCTION PURPOSES
ISSUE FOR COMMENTS JE/OS 30/04/14
1 : 50BLOCK D - UPPER GROUND FLOOR PODIUM STAIRS
1 : 50SECTION 2 - 2
1 : 50SECTION 4 - 4
1 : 50BLOCK D - LOWER GROUND FLOOR PODIUM STAIRS
1 : 50SECTION 6 - 6 1 : 20
SECTION 7 - 7
P1
P1
1 : 50SECTION 3 - 3
THIS DRAWING SHOULD BE READ INCONJUNCTION WITH URS GROUND ANDLOWER GROUND FLOOR PLANS
REFER TO TLA DRAWINGS FOR THEPLANTERS OVER THE STAIRS
ALL CONCRETE SLAB EDGES LEVELS ,SETTING OUT TO BE CONFIRMED BYARCHITECT PRIOR TO CONSTRUCTION
BLOCK D
BLOCK F
BLOCK H
BLOCK E
BLOCK B BLOCK C
BLOCK A
HOTEL
TERMINAL
BLOCKG
ENDERBYHSE
KEY PLAN
DPDLDJ DNDK DMDHDC DDDBDA DE DF DGTOU +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 D12D11D5D4 D6D1 D10D3
SSL +2.520 m
SSL +11.720 m
SSL +39.120 mSSL +40.260 m
TOU +36.360 m
+2.520 mLB1
+5.720 mL00
+8.720 mL01
+11.720 mL02
+14.720 mL03
+17.720 mL04
+20.720 mL05
+23.720 mL06
L07+26.720 m
+29.720 mL08
+32.720 mL09
+35.920 mL10
+39.120 mL11
+42.320 mLRF
D8 D9D7 D12D11D5 D6 D10
SSL +39.120 m
SSL +42.320 mSSL +43.460 m
TOU +39.520 m
TOU +36.360 m
+2.660 m
+42.720 m
+2.520 mLB1
+5.720 mL00
+8.720 mL01
+11.720 mL02
+14.720 mL03
+17.720 mL04
+20.720 mL05
+23.720 mL06
L07+26.720 m
+29.720 mL08
+32.720 mL09
+35.920 mL10
+39.120 mL11
+42.320 mLRF
NORTHSTAIRS
Revision Details By
Check
Date Suffix
Purpose of issue
Client
Project Title
In addition to the hazard/risks normally associated with the types of workdetailed on this drawing take note of above.
It is assumed that all works on this drawing will be carried out by a competentcontractor working, where appropriate, to an appropriate method statement.
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
CONSTRUCTION RISKS MAINTENANCE / CLEANINGRISK
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' appointmentwith 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 whichit 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 RoadWimbledon, LondonSW19 4DRTel +44 (0)20 8944 3300Fax +44 (0)20 8944 3301
Designed
As indicated
12/01
/2016
06:39
:36
ENDERBY WHARF LLP
SECTIONS & DETAILS
SKD OS PW NOV 2013
47068268
PRELIMINARY
ENDERBY WHARF, GREENWICHBLOCK D
URS-D-XX-SX-05-0001
AA
This drawing is for preliminary purposes only and is subject to amendmentduring design development. UNDER NO CIRCUMSTANCES MUST THIS
DRAWING BE USED FOR CONSTRUCTION PURPOSES
1 : 20005-0001 - SECTION 1-1 1 : 200
05-0001 - SECTION 2-2
1 : 20005-0001 - SECTION 3-3
ISOMETRIC VIEW