new bridge - amazon web services€¦ · for construction bridge no. drawing set no issue status...

1201 2

201

3201

PLAN OF ABUTMENT A

1000

50004978 5000 5132

BEA

RING

89.78° 90.48°

ABUTMENT A

SETTINGOUT LINE

200

200200

MASKING WALL MASKING WALL

400 THICK WING WALL 400 THICK WING WALL

3800

ABUTMENT PILECAP

BEARING

9551 9793

DIA. 20 STAINLESS STEEL DOWELS AT 500 SPACING

37 SPACES AT 500 = 18500

SOP 1 SEE

SHEET 150

1200 1200

FOR WHOLE

CIRCLE

BEARING SEE

SHEET 150

BEARING

6320

6316

A1201

C201

B201

9965 (PILECAP) 10172 (PILECAP)

20110

20137 (PILECAP)

400

12 DEEP RECESS FOR

COVER PLATE SEE

SHEET 808 FOR

DETAIL

D201

350

350

350

350

BEARING PLINTH

(BEARING No. A-1)

200x200 CHAMFER

400

CENTRE LINE OF DRAINAGE PIPE

DOWEL BARS DETAIL

SEE SHEET 922

A2201

BEARING PLINTH

(BEARING No.A-2)

ELEVATION OF ABUTMENT A

1800x900 OPENING

3988 200

ABUTMENT A

SETTING OUT LINE

50 THICK MASS CONCRETE

1660 21772143 1880

RL 9.428

CONTROL LINE M010

AT SOP 1

1673

4201

3823200

RL 12.990

400 400

6232RL 12.415

CJ

CJ

FUTURE CATHODIC

PROTECTION

COUPLING POINT

200

840

500

100

DRAINAGE PIPE AND

PIT SUPPORT DETAIL

SEE SHEET 913

RL 12.706 RL 12.648 RL 12.396RL 12.039

RL 11.629

RL 12.162

RL 12.118

RL 11.953

RL 7.428

840

FUTURE CATHODIC

PROTECTION

COUPLING POINT

RL 11.968

950

410RL 9.765

RL 9.560

RL 12.103

RL 12.990

RL 12.415

EX

TE

RN

AL

RE

FE

RE

NC

E F

ILE

S

REV DATE AMENDMENT / REVISION DESCRIPTION NAME SCALES ON A1 SIZE DRAWING

CONTRACTOR

C COPYRIGHT ROADS AND MARITIME SERVICES 2016

SHEET No. ISSUE

DESIGNER

DATUM : MGA / ADH

TITLE

DRAFTING

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

APPROVALRFI No.

DRAWING FILE LOCATION / NAME

FOR CONSTRUCTION

BRIDGE No.

DRAWING SET No

ISSUE STATUS

500

0

1000

20001000 3000mm

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD

D. BENDER

A 17/04/2019 NJS

FOR CONSTRUCTION

HIGHWAY No.1

B12162 200

SHIRE OF EUROBODALLA

B

ABUTMENT A CONCRETE - SHEET A

BRIDGE OVER CLYDE RIVER

AT BATEMANS BAYISSUED FOR CONSTRUCTION

BR1 / ISSUED FOR CONSTRUCTION

GENERAL NOTES

ISOMETRIC VIEW

THIS IS A 3D PDF DESIGNED TO BE VIEWED ELECTRICALLY.

PLEASE CLICK BELOW LINK FOR THE 3D IMAGE.

https://a360.co/2ReCJJL

CONCRETE EXPOSURE CLASSIFICATION: B2.

MINIMUM. 28 DAYS, COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 40MPa.

MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF MASS CONCRETE SHALL BE 20MPa.

EDGES SHALL BE CHAMFERED 20 x 20 AND RE-ENTRANT ANGLES FILLETED 20x20 UNLESS SPECIFIED

OTHERWISE.

ALL CONCRETE ELEMENTS WITH THE SMALLEST DIMENSION IN EXCESS OF 500mm SHALL BE

MODELLED FOR THERMAL EFFECTS AND LIMITS FOR COMPLIANCE WITH SWTC APPENDIX 13 CLAUSE

13.2.5(b) PRIOR TO CONSTRUCTION AND ANY MITIGATION MEASURES AGREED AND IMPLEMENTED

PRIOR TO THE RELEVANT POUR COMMENCING.

FOR BARRIER PLAN AND DETAILS AT ABUTMENT A, SEE SHEET NO. 811, 819, 826 AND 833.

ABUTMENT TO BE BACKFILLED IN ACCORDANCE WITH RMS D&C SPECIFICATION B30

NCF DENOTES NO CHAMFER OR FILLET.

CJ DENOTES CONSTRUCTION JOINT.

DENOTES TEMPORARY JACK POSITIONS FOR BEARING REPLACEMENT MIN

PLATE SIZE 600 JACKING LOAD PER JACKING POINT 5000 kN (SLS) 7500 kN (ULS)

FOR DURABILITY DETAIL SEE REPORT BBB-JAC-REP-DU-0001.

M:\PROJECTS\2018\H118014\BIM\01-WIP\DRAWINGS\BBB-TGP-DWG-ST-0200

B 05/06/2019 NJSISSUED FOR CONSTRUCTION

B

B

NEW BRIDGE

B1234

DS2019/001234

VIEW 1200

298460012162520

200 THICK SIDE WALLWING WALL

RL 13.792

*RL 13.813

1217

5

382225023652320

5000 2320

CJ

RL 12.706

RL 7.428

RL 12.338

RL 9.428

655

1664

381

VIEW 2200

6002960 1240 2516

WING WALL

200 THICK SIDE WALL

RL 12.624RL 12.430

2295

DIA. 50 UPVC PIPE

WITH SOCKET REFER

TO SECTION 4

*

5021

CJRL 9.428

RL 7.428

RL 11.767

RL 12.103

636

375

1659

SECTION 3200

600

675

665

330

400500

300

2000

VARIES

E

20 FALL

365

2000

600

RL 9.428

-

CJCJ 100

FORM 100 WIDE DISH

DRAIN ALONG FACE

OF CURTAIN WALL

DETAIL E-

20 FALLCJ

VARIES 10 T

O 4

310

0

SECTION 4200

165 53 125

7575

270

6060

330

DETAIL C200

2/M30x460 LONG

HIGH STRENGTH

STEEL BOLTS

INSDIE FACE

OF BARRIER

2/M20x320 LONG

HIGH STRENGTH

STEEL BOLTS

80x80x20 DEEP FORMED

RECESS FOR RAILING

ANCHOR BOLTS (TYP)

60 90

270

80

420

90 71 125

DETAIL B200

INSIDE FACE

OF BARRIER

2/M30x460 LONG

HIGH STRENGTH

STEEL BOLTS

80x80x20 DEEP FORMED

RECESS FOR RAILING

ANCHOR BOLTS (TYP)

DDD

DETAIL D200

270

75 75

33060

60

280

FOR DETAILS,

SEE SHEET

820 TO 837

COREDRAIN

MEGAFLO PANEL DRAIN

COREDRAIN

MEGAFLO PANEL DRAIN

DRAINAGE LAYER BEHIND ABUTMENT

CJ

4 No 100x100x200 DEEP FORMED

HOLES (LOCATION OF DOWEL

BARS TO BE CONFIRMED WITH

BEARING SUPPLIER. THE

SURROUNDING REBAR CAN PASS

ACROSS THE HOLES BUT NEED

TO BE LOCALLY DISPLACED TO

AVOID CLASHING WITH DOWEL

BAR)

BEARING

BEARING

150 150

150

150

600

600

1200

600 600

1200

DETAIL A1200

FOR BEARING No. A-1

4 No 700x100x200 DEEP FORMED

HOLES (LOCATION OF DOWEL

BARS TO BE CONFIRMED WITH

BEARING SUPPLIER. THE

SURROUNDING REBAR CAN PASS

ACROSS THE HOLES BUT NEED

TO BE LOCALLY DISPLACED TO

AVOID CLASHING WITH DOWEL

BAR)

BEARING

BEARING

DETAIL A2200

FOR BEARING No. A-2

350 350

600 600

15015

0300

300

600

600

1200

1200

EX

TE

RN

AL

RE

FE

RE

NC

E F

ILE

S


CONTRACTOR


SHEET No. ISSUE

DESIGNER

DATUM : MGA / ADH

TITLE

DRAFTING

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

APPROVALRFI No.


FOR CONSTRUCTION

BRIDGE No.

DRAWING SET No

ISSUE STATUS

0

100200

600mm200 400

0

100200

600mm200 400

0

100200

600mm200 400

NOTES

FOR GENERAL NOTES SEE SHEET NO. 200

* RL EXCLUDES DEPTH OF RECESS

500

0

1000

20001000 3000mm

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD

D. BENDER

A 17/04/2019 NJS

FOR CONSTRUCTION

HIGHWAY No.1

B12162 201


A

ABUTMENT A CONCRETE - SHEET B


AT BATEMANS BAY

0

100200

600mm200 400

ISSUED FOR CONSTRUCTION


0

500 250

500 1500mm1000


DIA. 50 UPVC WITH

SOCKET TO AS/AZS 1260.

CAST INTO CONCRETE

DIA. 50 UPVC WITH SPIGPOT TO AS/NZS

1260. SOLVENT CEMENT INTO SOCKET AFTER

CONSTRUCTION OF ABUTMENT

PIPE TO DISCHARGE IN FRONT

OF ABUTMENT ON BATTER

SLOPE WITH 1% MIN FALL

0

100200

600mm200 400

0

500 250

500 1500mm1000


B

B

B1234

BS2019/0012345

NEW BRIDGE

3212

4212

5212

PLAN OF ABUTMENT B

ABUTMENT B

SETTING OUT LINE

750 THICK WING WALL

5500 5500

750 THICK WING WALL

19797

98029994

SOP 7

SEE SHEET 150

1200 1200

1000

B212

A1212

2211

FOR WHOLE CIRCLE

BEARING SEE SHEET 150

10014 9781

19795

3800

1000

C212

9264

350

350

350

350

200x200 CHAMFER

9031

BEARING PLINTH (BEARING No. B-1)

CENTRE LINE OF DRAINAGE PIPE

90.24° 89.74°

250500250 500

DOWEL BARS DETAIL

SEE SHEET 922

A2212

BEARING PLINTH (BEARING No. B-2)

ELEVATION OF ABUTMENT B

ABUTMENT B

SETTING OUT LINE

6450

PILE CAP BEHIND

FASCIA PANEL

1211

PRECAST CONCRETE

FASCIA PANEL

RL 9.629

RL 6.061

4300 4300 4300

565 1564 1065 350 20681287

RL 4.061

RL 1.615

RL 8.855

RL 8.709

RL 8.876

RL 8.922

RL 8.844RL 8.434

RL 8.726

RL 9.391RL 9.219

RL 9.047

RL 6.424RL 6.196

RL 9.047

RL 9.629

EX

TE

RN

AL

RE

FE

RE

NC

E F

ILE

S


CONTRACTOR


SHEET No. ISSUE

DESIGNER

DATUM : MGA / ADH

TITLE

DRAFTING

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

APPROVALRFI No.


FOR CONSTRUCTION

BRIDGE No.

DRAWING SET No

ISSUE STATUS

500

0

1000

20001000 3000mm

GENERAL NOTES

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD

D. BENDER FOR CONSTRUCTION

HIGHWAY No.1

B12162 210


B

ABUTMENT B CONCRETE - SHEET A


AT BATEMANS BAY


ISOMETRIC VIEW

THIS IS A 3D PDF DESIGNED TO BE VIEWED ELECTRICALLY.

PLEASE CLICK BELOW LINK FOR THE 3D IMAGE.

https://a360.co/2O1p4DR

CONCRETE EXPOSURE CLASSIFICATION: B2.

MINIMUM. 28 DAYS, COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 40MPa.

MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF MASS CONCRETE SHALL BE 20MPa.

EDGES SHALL BE CHAMFERED 20 x 20 AND RE-ENTRANT ANGLES FILLETED 20x20 UNLESS SPECIFIED

OTHERWISE.

ALL CONCRETE ELEMENTS WITH THE SMALLEST DIMENSION IN EXCESS OF 500mm SHALL BE

MODELLED FOR THERMAL EFFECTS AND LIMITS FOR COMPLIANCE WITH SWTC APPENDIX 13 CLAUSE

13.2.5(b) PRIOR TO CONSTRUCTION AND ANY MITIGATION MEASURES AGREED AND IMPLEMENTED

PRIOR TO THE RELEVANT POUR COMMENCING.

FOR BARRIER PLAN AND DETAILS AT ABUTMENT A, SEE SHEET NO. 812, 820, 827 AND 834.

ABUTMENT TO BE BACKFILLED IN ACCORDANCE WITH RMS D&C SPECIFICATION B30

NCF DENOTES NO CHAMFER OR FILLET.

CJ DENOTES CONSTRUCTION JOINT.

DENOTES TEMPORARY JACK POSITIONS FOR BEARING REPLACEMENT MIN

PLATE SIZE 600 JACKING LOAD PER JACKING POINT 5250 kN (SLS) 7500 kN (ULS)

FOR DURABILITY DETAIL SEE REPORT BBB-JAC-REP-DU-0001.

A 17/04/2019 NJSISSUED FOR CONSTRUCTION



B

B

NEW BRIDGE

BS2019/001236

B1234

10287 10098

10310 10076

440 440

1411

3800

ABUTMENT B SETTING OUT LINE

20385

20385

SECTION 1210

2000

STABILISED

SAND BLOCK

1284

3800

2000

6000 6000

9

10

-

-

11-

50 THICK MASS

CONCRETE AND 25 THICK

EXPANDED POLYSTRENE

/ FIBREBOARD BELOW

WITH STRENGTH

SUFFICIENT TO

WITHSTAND WEIGHT OF

PILECAP BUT YET ALLOW

RELATIVE MOVEMENT OF

PILECAP TO SAND BLOCK

BELOW

PILE CAP

DIA. 50 UPVC PIPE

WITH SOCKET

150 THICK PRECAST

CONCRETE FASCIA

PANEL

PILE

SECTION 2210

150 THICK PRECAST

CONCRETE FASCIA

PANEL

6212

CONTROL LINE M010ABUTMENT B

SETTING OUT LINE

AT SOP716746235 7892

GROUND TREATMENT WORK

(SEE DS2018/001352)

CJ

DRAINAGE PIPE AND

PIT SUPPORT DETAIL

SEE SHEET 913

250

750

200x200 CHAMFER

200x200 CHAMFER750

250FUTURE CATHODIC

PROTECTION

COUPLING POINT

FUTURE CATHODIC

PROTECTION

COUPLING POINT1200x1200 BEARING

840 840200

100410

1165RL 6.196

RL 6.424

RL 1.615

120

25

SECTION 9-

FOR SECTION 10 & 11 ARE SIMILAR

150

440

GROUT

100

300

50 THK MASS CONCRETE

25

120

COREDRAIN

MEGAFLO PANEL DRAIN

COREDRAIN

MEGAFLO PANEL DRAIN

COREDRAIN

MEGAFLO PANEL DRAIN

DRAINAGE LAYER BEHIND ABUTMENT

CJ

EX

TE

RN

AL

RE

FE

RE

NC

E F

ILE

S


CONTRACTOR


SHEET No. ISSUE

DESIGNER

DATUM : MGA / ADH

TITLE

DRAFTING

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

APPROVALRFI No.


FOR CONSTRUCTION

BRIDGE No.

DRAWING SET No

ISSUE STATUS

NOTES

FOR GENERAL NOTES, SEE SHEET 210

500

0

1000

20001000 3000mm

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD


HIGHWAY No.1

B12162 211


A

ABUTMENT B CONCRETE - SHEET B


AT BATEMANS BAY

BR1 / ISSUED FOR CONSTRUCTIONM:\PROJECTS\2018\H118014\BIM\01-WIP\DRAWINGS\BBB-TGP-DWG-ST-0210

A 17/04/2019 NJSISSUED FOR CONSTRUCTIONNEW BRIDGE

BS2019/001237

B1234

150 THICK

FASCIA PANEL

PILE CAP BEHIND

FASCIA PANEL

DIA. 50 UPVC PIPE

WITH SOCKET

1

40

VIEW 3210

150 THICK

FASCIA PANEL

*RL 9.261

CJ

1230 600 2970VERTICAL SLIP

JOINT

(FOR DETAILS REFER

TO RW5 DESIGN

PACKAGE

7-

E-

RL 9.150

2480

4729

RL 1.615

RL 6.061

RL 8.626

RL 8.851RL 8.389

616

452

1500

376

VIEW 4210

4446

13

150 THICK

FASCIA

PANEL

PIPE CAP BEHIND

FASCIA PANEL

150 THICK

FASCIA PANEL

1

40

*

450900

1800

OPENING

CJ

12006003000

VERTICAL

SLIP JOINT

(FOR DETAILS

REFER TO

RW6 DESIGN

PACKAGE

2905

8-

F-

914 2451

RL 1.615

RL 6.061

RL 9.508

RL 10.449

RL 10.338

RL 9.454629

458

1502

386

SECTION 5210

1825 450

300

600303

331

650 600

PILE

PILE CAP

FASCIA

PANEL

20 FALL

D

GROUND TREATMENT WORK

(SEE DS2018/001352)

RL 6.061

495

CJ

100 -

2000

1000 1525

2535

2000

7575

16553125

DETAIL B210

INSDIE FACE

OF BARRIER

2/M30x460 LONG

HIGH STRENGTH

STEEL BOLTS

2/M20x320 LONG

HIGH STRENGTH

STEEL BOLTS

270

33060

60

80x80x20 DEEP FORMED RECESS

FOR RAILING ANCHOR BOLTS

DIA. 50 UPVC WITH

SOCKET AS/NZS 1260.

CAST INTO CONCRETE

SECTION 6211

DIA. 50 UPVC WITH SPIGPOT TO

AS/NZS 1260. SOLVENT CEMENT

INTO SOCKET AFTER

CONSTRUCTION OF ABUTMENT

PIPE TO DISCHARGE IN

FRONT OF ABUTMENT

ON BATTER SLOPE

WITH 1% MIN FALL

DETAIL D-

FROM 100 WIDE DISH

DRAIN ALONG FACE

OF CURTAIN WALL

20 FALLCJ

100

VARIES 10 T

O 4

5

DETAIL C210

75 75

6060

270

330

DETAIL A1210

BEARING

BEARING

4 No 100x100x200 DEEP

FORMED HOLES (LOCATION OF

DOWEL BARS TO BE

CONFIRMED WITH BEARING

SUPPLIER. THE SURROUNDING

REBAR CAN PASS ACROSS

THE HOLES BUT NEED TO BE

LOCALLY DISPLACED TO AVOID

CLASHING WITH DOWEL BAR)

150

150

600

600

1200

150 150

600 600

1200

FOR BEARING No. B-1

500

20

150 THICK

FASCIA PANEL

SECTION 7-

WING WALL

RETAINING WALL RW5/RW6

SECTION 8 SIMILAR BUT HANDED

250

30 THICK FEATURES

VERTICAL SLIP JOINT

(FOR DETAIL REFER TO

RW5/RW6 DESIGN

PACKAGE DS2018/000

200

1800

DETAIL E-

TOP OF PILECAP

CJ

DETAIL F SIMILAR BUT HANDED

750 THICK WING WALL

400 THICK WING WALL

200x200 CHAMFER

VERTICAL SLIP JOINT

(FOR DETAILS REFER TO

RW5 DESIGN PACKAGE

DS2018/000

1200

BEARING

DETAIL A2210

BEARING

4 No 700x100x200 DEEP

FORMED HOLES (LOCATION OF

DOWEL BARS TO BE

CONFIRMED WITH BEARING

SUPPLIER. THE SURROUNDING

REBAR CAN PASS ACROSS

THE HOLES BUT NEED TO BE

LOCALLY DISPLACED TO AVOID

CLASHING WITH DOWEL BAR)

350 350

600 600

300

150

150

300

600

600

1200

FOR BEARING No. B-2

EX

TE

RN

AL

RE

FE

RE

NC

E F

ILE

S


CONTRACTOR


SHEET No. ISSUE

DESIGNER

DATUM : MGA / ADH

TITLE

DRAFTING

DRAFTING CHECK

DESIGNER

DESIGN CHECK

DESIGN MANAGER

APPROVALRFI No.


FOR CONSTRUCTION

BRIDGE No.

DRAWING SET No

ISSUE STATUS

0

100200

600mm200 400

NOTES

FOR GENERAL NOTES, SEE SHEET 210

* RL EXCLUDES DEPTH OF RECESS

0

100200

600mm200 400

0

100200

600mm200 400

500

0

1000

20001000 3000mm

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD


HIGHWAY No.1

B12162 212


B

ABUTMENT B CONCRETE - SHEET C


AT BATEMANS BAY

0

100200

600mm200 400


0

500 250

500 1500mm1000


0

200400

1200mm400 8000

250500

1500mm500 1000

A 17/04/2019 NJSISSUED FOR CONSTRUCTION

0

500 250

500 1500mm1000

05/06/2019 NJSISSUED FOR CONSTRUCTIONB

B

B

NEW BRIDGE

BS2019/001238

B1234

new bridge - amazon web services€¦ · for construction bridge no. drawing set no issue status...

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