APPENDIX D Campbelltown Road MR177 Bridge Design RMS 2013

PRELIMINA

RY: N

OT FO

R CONS

TRUC

TION

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:

ISSUE

CAD No KD980CONSA_1.dgn

SENIOR BRIDGE ENGINEER (NEW DESIGN)

REVISION PREP CHECK AUTHDATEISSUE

CLIENT:

19/1

2/2

012

K:\

Bridge\C

urrent_

Projects\D

esig

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980_

Hwy2

Ca

mpbellto

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Rd\D

980_Sketc

hes\K

D980

CO

NS

A_1.d

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9:3

7:4

8 A

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FID

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CT

BRIDGE NUMBER

COPYRIGHT ROADS AND MARITIME SERVICES 2012

PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055

110 GEORGE STREET PARRAMATTA NSW 2150

BRIDGE AND STRUCTURAL ENGINEERING BRANCH

PREPARED BY

BRIDGE OVER HIGHWAY No 2

CITY OF LIVERPOOL

KD980CONS

SKETCH No

AT MAIN ROAD No 177

PRELIMINARY

HIGHWAY No 2

PHONE (02) 8849-2294 FACSIMILE (02) 8837-2817

27 ARGYLE STREET PARRAMATTA NSW 2150

PROJECT DEVELOPMENT

41.00

040.

000

42.000

41.000

43.000

42.000

44.000

43.000

44.000

45.000

44.000

46.000

47.000

47.000

48.000

48.000

48.000

PLAN

HIGHW

AY No 2

CONTROL LINE MC20

CH 1 554.394

ABUTMENT B

END OF DECK

RL 49.511

SHARED PATH

SAFETY BARRIER

TYPE F CONCRETE

SOIL WALL

REINFORCED

CH 1 448.774

ABUTMENT A

END OF DECK

RL 48.984

CH 1 463.064

RL 49.055

CH 1 497.424

RL 49.227

CH 1 531.784

RL 49.399

REGN No OF PLANS 6005 076 BC 0105

EXISTING BRIDGE - 1974 (BRIDGE No B286)

FRO

M LIV

ERPOOL

TO C

AMPBEL

TO

WN

FRO

M C

AMPBEL

LTO

WN

TO LIV

ERPOOL

TOE OF BATTERTOE OF BATTER

NAME PLATE

EXISTING TOE BATTER TOE BATTER

EXISTING

1

2

1

2

42.0

00

42.000

42.00

0

42.00

0

41.000

41.000

41.000

41.00

0

CLEARANCE

DENOTES POINT OF

DESIGN SURFACE LEVEL ON

APPROX EXISTING NATURAL SURFACE

LOCAL CHAINAGE ON

CONTROL LINE MC20 (RL)

LEVEL ON CONTROL LINE MC20 (RL)

CONTROL LINE MC20 (m) 448.7

74

1k48.9

84

463.0

64

49.0

55

497.4

24

49.2

27

531.784

49.3

99

554.3

94

49.5

11

42.2

42.4

41.4

SPAN 1 SPAN 2 SPAN 3 SPAN 4DATUM RL 0.000

FROM LIVERPOOL TO CAMPBELLTOWN

22 61034 36034 36014 290

OVERALL LENGTH OF DECK = 105 620

APPROACH SLAB

6 000

APPROACH SLAB

6 000

¶ OF PIER 1 ¶ OF PIER 2 ¶ OF PIER 3ABUTMENT A

END OF DECK

ABUTMENT B

END OF DECK

LEVEL ON CONTROL LINE MC20

APPROX EXISTING SURFACE SURFACE LEVEL

APPROX EXISTING

ELEVATION

SAFETY SCREEN

1.5 : 1

EJ EJ

*

"*" CONTRACT LEVEL TO BE DETERMINED

NOT SHOWN

ABUTMENT PILES

CLE

AR

AN

CE

5 500

SOIL WALL (TYP)

REINFORCED

0.5% GRADE1

CHAINAGES AND REDUCED LEVELS ARE IN METRES.

DIMENSIONS ARE IN MILLIMETRES.

SCALE OR AS SHOWN.

GENERAL NOTES0 105

2.55

15m

DCUB

D Directory u

nder

Licence to R

TA b

y S

ensis Pty Ltd

THE BRIDGE SITE IS APPROXIMATELY

LOCALITY PLAN

km BY ROAD FROM SYDNEY39

END O

F SUPER

STRUCT

URE

ABUT

MEN

T A

END O

F SUPER

STRUCT

URE

ABUT

MEN

T B

CH 1 554.394CH 1 448.774

CONTROL LINE MC20

10 000

10 850

14 755

SKEW DIAGRAM

NOT TO SCALE

BRIDGE SITE

1

CONCEPT SKETCH - SHEET A

1

1 09/08/12 DECK SLOPE 0.5% WAS 5% DC

PRELIMINA

RY: N

OT FO

R CONS

TRUC

TION

DC

2

CONCEPT SKETCH - SHEET B

GENERAL NOTES

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 1.

SCALE0

5001 000

1 000 2 000 3 000mm

PREPARED CHECKED

DESIGN

DRAWING

SHEET No

ISSUE STATUS:

ISSUE

CAD No KD980CONSB.dgn

SENIOR BRIDGE ENGINEER (NEW DESIGN)

REVISION PREP CHECK AUTHDATEISSUE

CLIENT:

19/1

2/2

012

K:\

Bridge\C

urrent_

Projects\D

esig

n\D

980_

Hwy2

Ca

mpbellto

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Rd\D

980_Sketc

hes\K

D980

CO

NS

B.d

gn

9:3

8:0

9 A

M

THIS D

RA

WIN

G IS C

ON

FID

EN

TIA

L A

ND S

HA

LL O

NL

Y B

E U

SE

D F

OR T

HE P

UR

PO

SE O

F T

HE N

OMIN

AT

ED P

ROJE

CT

BRIDGE NUMBER

COPYRIGHT ROADS AND MARITIME SERVICES 2012

PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055

110 GEORGE STREET PARRAMATTA NSW 2150

BRIDGE AND STRUCTURAL ENGINEERING BRANCH

PREPARED BY

BRIDGE OVER HIGHWAY No 2

CITY OF LIVERPOOL

KD980CONS

SKETCH No

AT MAIN ROAD No 177

PRELIMINARY

HIGHWAY No 2

PHONE (02) 8849-2294 FACSIMILE (02) 8837-2817

27 ARGYLE STREET PARRAMATTA NSW 2150

PROJECT DEVELOPMENT

2%3%

75 THICK ASPHALTCONTROL LINE MC00

CONTROL LINE MC20

NEW BRIDGE

SOUTHERN SIDE

DRAINAGE SYSTEM

LONGITUDINAL

SHELLS WITH INFILL CONCRETE

PRECAST REINFORCED CONCRETE PARAPET

HEADSTOCK SHELL WITH INFILL CONCRETE

PRECAST REINFORCED CONCRETE

CONCRETE COLUMNS

PRECAST REINFORCED VOIDED

13 284 18 183

3 1455202 0003 5003 5003 5001 000

VARIES

REGN No OF PLANS 6005 076 BC 0105

EXISTING BRIDGE - 1974 (BRIDGE No B286)

TRAFFIC BARRIER RAILING (TYP)

MEDIUM PERFORMANCE LEVEL

SUPER-T GIRDERS

1500 DEEP PSC

SECTION 1

1

2.5%

VA

RIE

S

SAFETY SCREEN

NORTHERN SIDE

REINFORCED CONCRETE PILES

·1 050 CAST-IN-PLACE

CONCRETE PILECAPS

CAST-IN-PLACE REINFORCED

PIER PROTECTION BARRIER IN MEDIAN

TOP OF EXISTING REINFORCED CONCRETE

CONCRETE

50 THICK MASS

TRAVEL LANE TRAVEL LANETRAVEL LANE SHOULDER

SHOULDER

SHARED PATH

PARAPET

RAILING

INTEGRATED PEDESTRIAN

SAFETY SCREEN WITH

INTO ROCK

EXISTING PILES SOCKETED

3800 MIN TO 4300 MAX

APPROX. SURFACE LEVEL

598

500 min

650

650

520

300

850

1 14

0

0

1.252.5

2.5 5.0 7.5m

CONCEPT SKETCH - SHEET A

GENERAL NOTES

WATERPROOFING MEMBRANE SHALL BE OVERLAYED WITH 75mm THICK ASPHALT.

TO RMS SPECIFICATION B344 OR BPC2005/02.

CONCRETE BRIDGE DECK WATERPROOFING MEMBRANE SHALL CONFORM

R DENOTES RESTRAINED BEARING.

F DENOTES FIXED BEARING.

E DENOTES EXPANSION BEARING.

CL DENOTES CONTRACT LEVEL.

TP DENOTES TANGENT POINT.

REDUCED LEVELS ARE RELATED TO AUSTRALIAN HEIGHT DATUM.

CHAINAGES AND REDUCED LEVELS ARE IN METRES.

DIMENSIONS ARE IN MILLIMETRES.

SCALE

SKEW DIAGRAMNOT TO SCALE

10 000

17 320

20 0

00

UB

D Directory u

nder

Licence to R

TA b

y S

ensis Pty Ltd

BRIDGES SITE

LOCALITY PLAN

km BY ROAD FROM SYDNEY45

THE BRIDGES SITE IS APPROXIMATELY

PREPARED CHECKED REGISTRATION No OF PLANS

DESIGN

DRAWING

SHEET No

ISSUE STATUS:

ISSUE

CAD No KD990CSA.dgn

SENIOR BRIDGE ENGINEER (NEW DESIGN)

REVISION PREP CHECK AUTHDATEISSUE

CLIENT:

24/0

1/2

013

K:\

Bridge\C

urrent_

Projects\D

esig

n\D

990_

MaxwellsCk\D

990_Sketc

hes\K

D990

CS

A.d

gn

3:0

0:3

0 P

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THIS D

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WIN

G IS C

ON

FID

EN

TIA

L A

ND S

HA

LL O

NL

Y B

E U

SE

D F

OR T

HE P

UR

PO

SE O

F T

HE N

OMIN

AT

ED P

ROJE

CT

BRIDGE NUMBER

COPYRIGHT ROADS AND MARITIME SERVICES 2012

PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055

110 GEORGE STREET PARRAMATTA NSW 2150

BRIDGE AND STRUCTURAL ENGINEERING BRANCH

PREPARED BY

MAIN ROAD No 177

AT INGLEBURN GARDENS

CITY OF CAMPBELLTOWN

TWO BRIDGES OVER MAXWELLS CREEK

TCCI

BB68

D1C

F

D1C

E

D1C

F

WCCB

TC66

D1C

DD1C

E

WC60

WC61

D1C

B

D1C

C

D1C

C

D1C

D

BB66

D1C

A

D1C

B

BBCK TC

CL

TC

CM

TC69

BBCJ

BBCK

BBCH

WCCB

HBC

C

HBCB

HBCC

HWCB

HWCC

HW

CC

BB69

HBCB

HW

CB

WC60

LL0W

BW

CD

NSL8

SFCC

WC41

SICB

NSE7

BW

CE

WC61

TC65

43.9

74 450

Dia

IN

TC68

NSE3

44.0

40 450

Dia

IN

BBCH

BBCJ

NSL8

TW

CA

TW

CB

NSL2

FECF

TCCJ

TCCK

FE

CA

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BPBP

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BBCN

BBCO

CD4O

TCCI

TCCJ

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SFCC

SFCD

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TCCO

D1C

A

TC72

BB72

DB0G

2

2

2

2

CONTROL LINE MC20

CONTROL LINE MC00

TELEPHONE LINEGAS MAIN

WATER MAIN

PLAN

HEADWALL

EXISTING RCBCCREEK

MA

XW

ELLS

PAVEMENT

EGDE OF EXISTING

PAVEMENT

EGDE OF EXISTING

RL 45.326

CH 2 279.000

ABUTMENT A

RL 45.562

CH 2 303.177

ABUTMENT B

RL 45.269

CH 2 205.794

ABUTMENT A

RL 45.506

CH 2 230.038

ABUTMENT B

1

-

1

-

0.977% GRADE

0.978% GRADE

TCCI

BB68

D1C

F

D1C

E

D1C

F

WCCB

TC66

D1C

DD1C

E

WC60

WC61

D1C

B

D1C

C

D1C

C

D1C

D

BB66

D1C

A

D1C

B

BBCK TC

CL

TC

CM

TC69

BBCJ

BBCK

BBCH

WCCB

HBC

C

HBCB

HBCC

HWCB

HWCC

HW

CC

BB69

HBCB

HW

CB

WC60

LL0W

BW

CD

NSL8

SFCC

WC41

SICB

NSE7

BW

CE

WC61

TC65

43.9

74 450

Dia

IN

TC68

NSE3

44.0

40 450

Dia

IN

BBCH

BBCJ

NSL8

TW

CA

TW

CB

NSL2

FECF

TCCJ

TCCK

FE

CA

BB73

BPBP

SICB

FECG

SFCD

AT12 44

.686

BBCN

BBCO

CD4O

TCCI

TCCJ

TCCK

TCCL

SFCC

SFCD

TC73

DB0G

TW

CA BBCN

TCCO

D1C

A

TC72

BB72

DB0G

2

2

2

2

CONTROL LINE MC20

CONTROL LINE MC00

TELEPHONE LINEGAS MAIN

WATER MAIN

PLAN

HEADWALL

EXISTING RCBCCREEK

MA

XW

ELLS

PAVEMENT

EGDE OF EXISTING

PAVEMENT

EGDE OF EXISTING

RL 45.326

CH 2 279.000

ABUTMENT A

RL 45.562

CH 2 303.177

ABUTMENT B

RL 45.269

CH 2 205.794

ABUTMENT A

RL 45.506

CH 2 230.038

ABUTMENT B

1

-

1

-

0.977% GRADE

0.978% GRADE

DESIGN SURFACE LEVEL ON

APPROX EXISTING NATURAL SURFACE

LOCAL CHAINAGE ON

45.3

26

303.177

ELEVATION

CONTROL LINE MC00 (RL)

LEVEL ON CONTROL LINE MC00 (RL)

CONTROL LINE MC00 (m)

44.9

45.0

DATUM RL 39.000

45.5

62

279.0

00

ABUTMENT A

END OF DECK

OVERALL LENGTH OF DECK = 24 177

ON CONTROL LINE MC00

DESIGN SURFACE LEVEL

ABUTMENT B

END OF DECK

2k

m

0.977% GRADE

SECTION 1

-

EASTBOUND BRIDGE SIMILAR

WESTBOUND BRIDGE SHOWN

CONCRETE BOX CULVERT

EXISTING REINFORCED

ON CONTROL LINE MC00

SURFACE LEVEL

APPROX EXISTING

SURFACE LEVEL

APPROX EXISTING

45.4

1441.8

291.096

PIER 1

APPROACH SLAB

6 000

APPROACH SLAB

6 000

24/0

1/2

013

K:\

Bridge\C

urrent_

Projects\D

esig

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990_

MaxwellsCk\D

990_Sketc

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D990

CS

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3:0

0:1

3 P

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CONCEPT SKETCH - SHEET B

0 5m4321

1 0.5

GENERAL NOTES

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No 1

SCALE OR AS SHOWN

UPSTREAM SIDE DOWNSTREAM SIDE

WESTBOUND CARRIAGEWAY EASTBOUND CARRIAGEWAY

SECTION 2

1

3 500 3 500 2 0003 500300 4 0003 5003 5002 000 3 500 3004 000

SHARED PATH

SH

OUL

DER TRAVEL LANE TRAVEL LANE

SH

OUL

DER

SH

OUL

DERTRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE SHARED PATH

SH

OUL

DER

CONTROL LINE MC00 CONTROL LINE MC20

CONCRETE PILES

CAST-IN-PLACE REINFORCED

OF NEW BRIDGE ON EASTBOUND CARRIAGEWAY

TO BE DEMOLISHED FOLLOWING CONSTRUCTION

PLAN REGN No 0177 076 BC 2704

BRIDGE No B834 (1959)

REINFORCED CONCRETE BOX CULVERT

EXISTING 3 CELL CAST-IN-PLACE

CYCLIST RAILING - TYP

SLABS FOR SERVICES - TYP

VOIDS BENEATH FOOTWAY

820 T

YP

1 300

TY

P

VARIES

FOLLOWING RECENT EARTHWORKS

APPROX EXISTING SURFACE

2 457

PLANK SOFFIT 727 ABOVE HFL

3%

CONTROL LINE MC00

1 IN 100 YEAR FLOOD RL 43.400I IN 100 YEAR FLOOD RL 43.500

RL 45.328 AT SECTION

764 ABOVE HFL

3% NORMAL TO CONTROL LINE

IN SPACED FORMAT

12 METRE SPAN PSC PLANKS

635

588

PREPARED CHECKED REGISTRATION No OF PLANS

DESIGN

DRAWING

SHEET No

ISSUE STATUS:

ISSUE

CAD No KD990CSB.dgn

SENIOR BRIDGE ENGINEER (NEW DESIGN)

REVISION PREP CHECK AUTHDATEISSUE

CLIENT:

24/0

1/2

013

K:\

Bridge\C

urrent_

Projects\D

esig

n\D

990_

MaxwellsCk\D

990_Sketc

hes\K

D990

CS

B.d

gn

3:0

0:1

3 P

M

THIS D

RA

WIN

G IS C

ON

FID

EN

TIA

L A

ND S

HA

LL O

NL

Y B

E U

SE

D F

OR T

HE P

UR

PO

SE O

F T

HE N

OMIN

AT

ED P

ROJE

CT

BRIDGE NUMBER

COPYRIGHT ROADS AND MARITIME SERVICES 2012

PHONE (02) 8837-0802 FACSIMILE (02) 8837-0055

110 GEORGE STREET PARRAMATTA NSW 2150

BRIDGE AND STRUCTURAL ENGINEERING BRANCH

PREPARED BY

MAIN ROAD No 177

AT INGLEBURN GARDENS

CITY OF CAMPBELLTOWN

TWO BRIDGES OVER MAXWELLS CREEK

TCCI

FECJ

FECF

BB68

BB69

D1C

F

D1C

E

D1C

F

WCCB

TC66

BB65

BB66

D1C

D

D1C

E

WC60

WC61

BB65

D1C

B

D1C

C

D1C

C

D1C

D

BB66

D1C

A

D1C

B

BBCK TC

CL

TC

CM

TC69

BBCJ

BBCK

BBCH

WCCB

HBC

C

HBCB

HBCC

TC65

HWCB

HWCC

HW

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BB69

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HW

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WC59

WC60

WC59

TC47

NSL1

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CD

NSE2

NSL7

NSL8

SFCC

EP0J

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NSL6

NSL7

SICB

NSE7

BB03

LP1D

FE

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BW

CD

BW

CENSCO

WC61

WC62

TC65

TC66

43.9

74 450

Dia

IN

CD3P

CD3Q

TC68

TC69

NSE3

44.0

40 450

Dia

IN

CD4T

CD4U

EP

FEB1

FP43

FE

B0

BWCE

WC64

FP42

LP1D

GI12

44.18

7

NSL4

?

BBCH

BBCJ

CC15

FI1S CD4V

NSL8

WH

TW

CA

TW

CB

WC63

NSL2

GI14

44.4

22

KB1U

?

CD4U

CD4V

FECF

FECG

NSE6

FE

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TCCJ

TCCK

FE

CA

BB73

BP

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BP

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FECG

BB73

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TCCO

EP0U

D1C

A

FE

B0

CD4O

BB68

TC72

BB72

TC68

DB0G

CD3K

KB1U

SITE PLAN

0 105

2.55

15m

214

0

216

0

218

0

2240

2220

2200

2260

2200

44.9

95 TP

45.16

8 TP

2280

2220

2300

2240

45.7

29 TP

2320

2260

45.8

36 TP

CONTROL LINE MC00

CONTROL LINE MC20

44.7

35 TP

MA

XW

ELLS C

REEK

TO CAMPBELLTOWN

FROM CAMPBELLTOWN

TO LIVERPOOL

FROM LIVERPOOL

GAS MAIN

EXISTING

TELEPHONE LINE

EXISTING

EXISTING RCBC

WATERMAIN

EXISTING

GARDENS ESTATE

INGLEBURN

NEW ROAD EMBANKMENT

AND REALIGNED TO CLEAR

CHANNEL TO BE EXCAVATED

RL 45.326

CH 2 279.000

ABUTMENT A

RL 45.562

CH 2 303.177

ABUTMENT B

RL 45.269

CH 2 205.794

ABUTMENT A

RL 45.506

CH 2 230.038

ABUTMENT B

SHARED PATH

SHARED PATH