SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - URS

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


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


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


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








www.ursglobal.com

Drawing Number. Rev

NOTES


Designed

1 : 100

12/01

/2016

06:33

:31

ENDERBY WHARF LLP


SKD OS PW DEC 2013

47068268

CONSTRUCTION


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


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



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






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



*


Revision Details By

Check

Date Suffix

Purpose of issue

Client

Project Title





DEMOLITION RISKS

Drawing Title








www.ursglobal.com

Drawing Number. Rev

NOTES


Designed

1 : 100

12/01

/2016

06:34

:41

ENDERBY WHARF LLP


SKD OS PW FEB. 2014

47068268

CONSTRUCTION


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






SUBSTATION

DM

250

TOC +2.520 m

250

250

275

Revision Details By

Check

Date Suffix

Purpose of issue

Client

Project Title





DEMOLITION RISKS

Drawing Title








www.ursglobal.com

Drawing Number. Rev

NOTES


Designed

As indicated

12/01

/2016

06:36

:19

ENDERBY WHARF LLP

SUBSTATION SETTING OUT PLANAND SECTIONS

SKD OS PW APR 14

47068268

CONSTRUCTION


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 TARMAC CONSTRUCTION

DENOTES MASS CONCRETE FILLTOC +2.520m


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






DENOTES WATERPROOF CONCRETE

DENOTES WATERPROOF CONCRETEIN WALLS


Revision Details By

Check

Date Suffix

Purpose of issue

Client

Project Title

Drawing Title








www.ursglobal.com

Drawing Number. Rev


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


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





DEMOLITION RISKS

Drawing Title








www.ursglobal.com

Drawing Number. Rev

NOTES


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


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






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





DEMOLITION RISKS

Drawing Title








www.ursglobal.com

Drawing Number. Rev

NOTES


Designed

As indicated

12/01

/2016

06:37

:56

ENDERBY WHARF LLP

PILE CAP TYPES AND DETAILS

SKD AA PW DEC 2013

47068268

CONSTRUCTION


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


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







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





DEMOLITION RISKS

Drawing Title








www.ursglobal.com

Drawing Number. Rev

NOTES


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


URS-D-XX-PL-02-0009

OS



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





DEMOLITION RISKS

Drawing Title








www.ursglobal.com

Drawing Number. Rev

NOTES


Designed

As indicated

12/01

/2016

06:39

:36

ENDERBY WHARF LLP

SECTIONS & DETAILS

SKD OS PW NOV 2013

47068268

PRELIMINARY


URS-D-XX-SX-05-0001

AA



1 : 20005-0001 - SECTION 1-1 1 : 200

05-0001 - SECTION 2-2

1 : 20005-0001 - SECTION 3-3

ISOMETRIC VIEW

Documents

SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - URS