ISOMETRIC VIEW - Amazon Web Services · highway no.1 b12162 164 shire of eurobodalla a pier 1...

PIER

PIER

2-

SOP 2 SEE

SHEET 150

1-

PLAN OF PIER 1 PILECAP

6400 6400

12800

4 TIE DOWN INSERTS

FOR PROPPING SYSTEM

REFER TO CONTRACTOR'S

DETAILSINSERT

INSERT

INSERT INSERT

FOR DIMENSIONS OF PIER KICKER REFER TO

SECTION 2 ON SHEET 300.

FOR WHOLE CIRCLE

BEARING REFER TO

SHEET 150

37503750

800

800

1550

1550

310

0

SECTION 2-

PIER

2500

CJ

FUTURE CATHODIC

PROTECTION COUPLING POINT,

FOR DETAILS SEE SHEET NO.

300

50

50 MASS CONCRETE

SECTION 1-

PIER

CJ

FUTURE CATHODIC



300

RL 1.500

50 MASS CONCRETE

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

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD

D. BENDER

A 17/04/2019 ISSUED FOR CONSTRUCTION NJS

FOR CONSTRUCTION

HIGHWAY No.1

B12162 164

SHIRE OF EUROBODALLA

A

PIER 1 PILECAP

BRIDGE OVER CLYDE RIVER

AT BATEMANS BAY

500

0

1000

20001000 3000mm

BR1 / ISSUED FOR CONSTRUCTION

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

PLEASE CLICK BELOW LINK FOR THE 3D IMAGE.

https://a360.co/2SS2kgW

ISOMETRIC VIEW

M:\PROJECTS\2018\H118014\BIM\01-WIP\DRAWINGS\BBB-TGP-DWG-ST-0164

GENERAL NOTES

CONCRETE EXPOSURE CLASSIFICATION: C2

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 55 MPa.

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

OTHERWISE

THE PRECAST SHELL SHALL HAVE A MINIMUM STRENGTH OF 50 MPa PRIOR TO CASTING OF THE

PILECAP CONCRETE

THE INITIAL CONCRETE POUR SHALL HAVE A MINIMUM STRENGTH OF 32 MPa PRIOR TO CASTING OF

THE PILECAP CONCRETE

THE 2 X 3 NUMBER TIE BARS BETWEEN THE WALLS OF THE PRECAST SHELL SHALL BE INSTALLED

PRIOR TO CASTING OF THE PILECAP CONCRETE

PRIOR TO POURING OF THE PILECAP CONCRETE THE INTERNAL SURFACES OF THE PRECAST SHELL

SHALL BE THOROUGHLY CLEANED WITH FRESH WATER

NCF DENOTES NO CHAMFER OR FILLET

CJ DENOTES CONSTRUCTION JOINT

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

NEW BRIDGE

BS2019/001224

B1234B1234

SECTION 2 ON SHEET 300FOR DIMENSIONS OF PIER KICKER REFER TO

4 TIE DOWN INSERTS FOR PROPPING SYSTEMREFER TO CONTRACTOR'S DETIALS

PIER

PIER

2-

SOP SEE

SHEET 150

1550

1-

PLAN OF PIER 2, 3 AND 4 PILECAPS

FALL

FALL

FALL

FALL

7300 7300

PRECAST CONCRETE

PILECAP SHELL

SEE SHEET 175

14600

1550

1550

310

0

375010 LIFTING POINTS

FOR DETAIL SEE

SHEET 176 DETAIL D

800

800

INSERT

INSERT

INSERT INSERT

3750

4 TIE DOWN INSERTS

FOR PROPPING SYSTEM


DETAILS

SECTION 2-

PIER

50

B-

2550

CJ

FUTURE CATHODIC



305, 310 AND 315

SECTION 1-

PIER

CJFALL FALL

RL 1.500

A-

FUTURE CATHODIC



300, 305, 310 AND 315

DETAIL A-

35

VARIES

100

CJ35

DETAIL B-

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

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD

D. BENDER

A 17/04/2019 ISSUED FOR CONSTRUCTION NJS

FOR CONSTRUCTION

HIGHWAY No.1

B12162 165


A

PIER 2, 3 AND 4 PILECAPS


AT BATEMANS BAY

500

0

1000

20001000 3000mm




https://a360.co/2Rj6WaH

ISOMETRIC VIEW


GENERAL NOTES

FOR GENERAL NOTES SEE SHEET NO. 164

NEW BRIDGE

BS2019/001225

B1234

BS2019/001225

PIER

APPROXIMATE

GROUND LEVEL

50 MASS CONCRETE

50

SECTION 2-

CJ

2500

FUTURE CATHODIC

PROTECTION COUPLING

POINT, FOR DETAILS

SEE SHEET NO. 320

2-

PIER

PIER

SOP 6 SEE

SHEET 150

65506550

PLAN OF PIER 5 PILECAP

1-

1550

1550

13100

INSERT INSERTINSERT

INSERT

800

800

3750 3750

4 TIE DOWN INSERTS

FOR PROPPING SYSTEM


DETAILSFOR DIMENSIONS OF PIER KICKER REFER TO

SECTION 2 ON SHEET 300.

310

0

FOR WHOLE CIRCLE

BEARING REFER TO

SHEET 150

APPROXIMATE

GROUND LEVEL

RL 1.000

PIER

50 MASS CONCRETE

SECTION 1-

CJ 582

100

FUTURE CATHODIC

PROTECTION COUPLING

POINT, FOR DETAILS SEE

SHEET NO. 320

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

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD

D. BENDER

A 17/04/2019 NJS

FOR CONSTRUCTION

HIGHWAY No.1

B12162 170


A

PIER 5 PILECAP


AT BATEMANS BAY

500

0

1000

20001000 3000mm

ISSUED FOR CONSTRUCTION


ISOMETRIC VIEW



https://a360.co/2NMM09y


GENERAL NOTES


B1234

NEW BRIDGE

BS2019/001226BS2019/001226

PIERPIER

2

1

PLAN ON PIER 2 - 4 PILECAP SHELL

(PIER 1 SIMILAR)

1800 1800

15100

OPENING OPENING

SOP SEE

SHEET 150

1800

1800

3600

3150

1675

1675

EMBEDDED ANCHORAGE OF

LIFTING OF PRECAST SHELL

3176

125

POST DRILL ANCHORS FOR

TEMPORARY PLATFORM

SUPPORTS TO

CONTRACTOR'S DETAIL

FOR WHOLE CIRCLE

BEARING REFER TO

SHEET 150

TYPICAL

'B'

2100 3150 2100

115023002300 1150 2300 2300907761

146

146

1262

1262

6 NOS. PILECAP

SHELL SUPPORT

INSERT. (THESE

ARE ON PILE

CENTRELINE)

-

-

PIER

250250LIFTING POINT

COUPLE

R

SECTION 2-

FOR PRECASTING

C176

CJ CJ

N20 SS BAR TIES

AND COUPLERS REFER TO

CONTRACTOR'S DETAILS2200

250

SECTION 1-

PIER

FOR PRECASTING

A176

3000

250 250RL 'A'

(SEE TABLE)

S20 BAR COUPLER (TYP)

S16 BAR COUPLER @ 150 CENTRES

AROUND PER METER

144

CJ CJ

3600300

300

3600300

300

E176

SECTION 1- AFTER INSTALLATION

B176

200

INITIAL CAST IN-SITU

CONCRETE POUR INSIDE

PRECAST SHELL TO BE

CARRIED OUT AFTER

INSTALLATION OF THE

SHELL AND

INSTALLATION AND

WELDING OF THE TOP

SEALING RINGS

SECTION 2-

AFTER INSTALLATION

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

RL A DIAMETER B

+1.500 2400PIER 2

+1.500 2400PIER 3

+1.500 2400PIER 4

GENERAL NOTESCONCRETE EXPOSURE CLASSIFICATION OF EXTERNAL SURFACES C1

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 55 MPa

THE PRECAST SHELL SHALL HAVE A MINIMUM STRENGTH OF 50 MPa PRIOR TO CASTING OF THE

INITIAL CONCRETE POUR

PRECAST SHELL SHALL HAVE A MINIMUM STRENGTH OF 25 MPa BEFORE LIFTING

ANY SEA WATER IN THE SHELL SHALL BE REMOVED AND THE SHELL SHALL BE THOROUGHLY

CLEANED BEFORE INITIAL CONCRETE POUR


A ROUGHENED FINISH SHALL BE PROVIDED TO ALL CJ

A ROUGHENED FINISH SHALL BE PROVIDED TO ALL INTERNAL SURFACES OF THE PRECAST SHELL TO

RECEIVE CONCRETE TO RMS D&C B80

LIFTING OF PRECAST SHELL SHALL BE VERTICAL AND SHALL ENSURE THAT NO LATERAL LOADS

ARE IMPOSED ON THE PRECAST SHELL WALLS

HOLES LEFT BY FORMWORK TIES SHALL BE COMPLETELY GROUTED

THE PRECAST SHELL AND THE INTIAL CONCRETE POUR AND ALL ELEMENTS CONTAINED WITHIN ARE

SACRIFICIAL AND ARE NOT USED IN THE DESIGN OF THE PERMANENT WORKS

NCF DENOTES NO CHAMFER OR FILLET


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

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD

D. BENDER

A 17/04/2019 NJS

FOR CONSTRUCTION

HIGHWAY No.1

B12162 175


A

PILECAP SHELLS - SHEET A


AT BATEMANS BAYISSUED FOR CONSTRUCTION


ISOMETRIC VIEW



https://a360.co/2J6TQtW


NEW BRIDGE

B1234

BS2019/001227BS2019/001227

VSL CT40 STRESSBAR

INSERT REFER TO

CONTRACTOR'S DETAILS

PRECAST SHELL WALL

SECTION 3175

D-

1658

110

CJCJ

DETAIL D175

80

VSL CT40 STRESSBAR

REFER TO

CONTRACTOR'S

DETAILS

65

5.00°

GRADE 50

NIN SHRINK GROUT

70 M

IN

DETAIL A175

8

8

350

200

18812 THK PLATE

12 THK PLATE

63-N12-L-150 CENTRES

-1.002TOP OF PILE

DETAIL B175

PILE CASING

12

12

50 N

OMINAL

GRADE 50

N0N SHRINK GROUTINFLATABLE TUBE FOR

INITIAL SEAL FOR

POURING OF NON SHRINK

GROUT, TO

CONTRACTORS DETAIL

PILE CASING MUST NOT EXTEND

ABOVE TOP OF CONCRETE

50x50

CHAMFER

DETAIL C175

10

RL 'A'

SECTION 4-

NT 50%10

4

4

NT 50%

(GRIND FLUSH)

40 DIAMETER HOLE

60 60

12

87

165

320

24 THK STIFFENER

12

(TYP)

45.00°

2 0 GAP T

YP

R

PLAN ON TOP SEALING RING

24 THK STIFFENER

4

EQ1

EQ1

EQ2

EQ2

20mm HOLE IN EACH

SEALING RING ELEMENT

-

DETAIL E175

10044

CJ

0

100200

600mm200 400

50

0

100

300mm100 200

0

500 250

500 1500mm1000

50

0

100

300mm100 200

RADIUS R

1066PIER 2

1066PIER 3

1066PIER 4

400

0 1200mm

200

400 800

GENERAL NOTES


STEEL PLATE SHALL BE TO AS 3678, GRADE 350

THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS

1554, PART 1, WITH MINIMUM NOMINAL TENSILE STRENGTH OF

WELD METAL 430MPa

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

DS2018/001353

B. CHAN

A. WEI

C. MO-YUNG

N. SOUTHWARD

D. BENDER FOR CONSTRUCTION

HIGHWAY No.1

B12162 176


A

PILECAP SHELLS - SHEET B


AT BATEMANS BAY

RADIUS ASSUMES PILE CASING THICKNES IS 16mm


ISOMETRIC VIEW



https://a360.co/2J9Cm0p


200

0 600mm

100

200 400

A 17/04/2019 NJSISSUED FOR CONSTRUCTION

NEW BRIDGE

BS2019/001228

B1234

ISOMETRIC VIEW - Amazon Web Services · highway no.1 b12162 164 shire of eurobodalla a pier 1...

Documents

Transcript of ISOMETRIC VIEW - Amazon Web Services · highway no.1 b12162 164 shire of eurobodalla a pier 1...