hw9 new england highway - roads and maritime services · 0 5 10 15 20 25 mm on a3 original rev date...

0 5 10 15 20 25 mm ON A3 ORIGINALDESCRIPTIONDATEREV APPROVAL

ORIGINAL DRAWING AT A3 SIZE

REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE

CO-ORDINATE SYSTEM: MGA Zone 56

RMS REGISTRATION No

HEIGHT DATUM: A.H.D.

This Drawing may have been prepared using colour and may be incomplete if copied

SINGLETON COUNCILHW9 NEW ENGLAND HIGHWAY

SINGLETON RAILWAY UNDERPASS - GOWRIE GATESGENERAL

COVER SHEET, DRAWING INDEX ANDLOCALITY PLANDRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

4:48

:38 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\Use

rs\MH

iratos

\App

Data\

Loca

l\pro

jectw

ise\rm

s_pr

ojects

\dms0

1040

\QB1

0706

-DG-

GA-0

100.d

wg

CLIENT

RMS FILE No.

DESIGNER

ABN 37 001 024 095 and ACN 001 024 095Jacobs Group (Australia) Pty Ltd

32 Cordelia Street, SW1SOUTH BRISBANE, QLD 4101

AUSTRALIATel: +61 7 3026 7100 Fax: +61 7 3026 7300

Web: www.jacobs.com QB10706-DG-GA-0100 1

01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015

MF 02/03/20151 04/03/2015 ISSUED FOR 80% CONCEPT DESIGN MH MRG MF

ROADS AND MARITIME SERVICES

SINGLETON COUNCIL AREA

HW9 NEW ENGLAND HIGHWAYSINGLETON RAILWAY UNDERPASS - GOWRIE GATES

FROM SIMPSON TERRACE TO MAISON DIEU ROAD

80% CONCEPT DESIGN

LOCALITY SKETCHNOT TO SCALE

SITEOF

WORK

HW9 NEW ENGLANDHIGHWAY

N

DRAWING NO. DRAWING TITLE

MAISON DIEU RD SIMPSO

N TC

E

QB10706-DG-GA-0100 GENERAL COVER SHEET, DRAWING INDEX AND LOCALITY SKETCH

QB10706-DG-RD-0101 ROADWORKS OVERALL LAYOUT PLAN

QB10706-DG-RD-0102 ROADWORKS DETAIL LAYOUT PLAN

QB10706-DG-RD-0103 ROADWORKS LONGITUDINAL SECTION (MC01) NEW ENGLAND HIGHWAY AND TYPICAL SECTION

QB10706-DG-RD-0104 ROADWORKS CROSS SECTIONS (MC01) HW9 NEW ENGLAND HIGHWAY - SHEET 1




QB10706-DG-PV-0201 PAVEMENT LAYOUT PLAN AND DETAILS

QB10706-DG-DR-0301 DRAINAGE LAYOUT PLAN

QB10706-DG-UT-0401 UTILITIES LAYOUT PLAN

QB10706-DG-CS-0501 CONSTRUCTION STAGING LAYOUT PLAN STAGE 1










QB10706-DG-CS-0511 CONSTRUCTION STAGING LAYOUT PLAN STAGE 11, 12, 13 & 14


QB10706-DG-TW-0601 SIDE TRACK LAYOUT PLAN

QB10706-DG-TW-0602 SIDE TRACK LONGITUDINAL SECTION (MCC1) SIDETRACK AND TYPICAL SECTION

QB10706-DG-TW-0603 SIDE TRACK DROP IN BRIDGE DETAILS AND PAVEMENT DETAIL


QB10706-DG-BR-0001 BRIDGE OVER NEW ENGLAND HIGHWAY AT SINGLETON GENERAL ARRANGEMENT - SHEET A

QB10706-DG-BR-0002 BRIDGE OVER NEW ENGLAND HIGHWAY AT SINGLETON GENERAL ARRANGEMENT - SHEET B

QB10706-DG-BR-0003 BRIDGE OVER NEW ENGLAND HIGHWAY AT SINGLETON CONSTRUCTION SEQUENCE

RMS REGISTRATION NO: B11639


MAI

N N

OR

THER

NR

AILW

AY

6060

480

460

IP 771.330CT 618.208

CC 556.902

820800780760740720700680660640620600580

560

540

520

500

460

480

500 520 540

560

580

600

620

640

660

680

700

720

740

760

780

800

820

CC 556.902

CT 618.208

IP 771.330

TZ

TZ

TZ

TZTZ TZ TZ TZ TZ

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZ

TZ

TZ

TZ

TZ

TZ

TZ

TZ

TZ

TZ TZTZ T

Z TZTZ TZ

TZTZ

SZ

SZ

SZSZ SZ SZ SZ SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

WZ

WZ

WZ

WZWZ

WZWZ

WZWZ

WZWZ

WZWZ

WZWZ

WZ

WZ

WZ

WZ

WZOZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

EZ

EZ

EZ

EZ

EZ

OZ

OZ

OZ

LIMIT OF WORKS

LIMIT OF WORKS

QB10706-DG-RD-0101 1

ROADWORKSOVERALL LAYOUT PLAN

01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


N

MAISON DIEU ROAD

CONTROL LINE

EXISTING PROPERTY BOUNDARY

TYPE SA KERB AND CHANNEL

NOTES1. PROPOSED BOUNDARIES TO BE DETERMINED BY RMS

THROUGH PROPERTY ACQUISITION DISCUSSIONS.2. ALL NEW WORK TO BE MATCHED TO EXISTING.

PAVEMENT

ACTIVE TRANSPORT PATH

EXISTING PAVEMENT

EXISTING SHARED PATH

EXISTING SEWERSZEXISTING WATERWZ

EXISTING FIBRE OPTIC TELECOMMUNICATIONSOZEXISTING STORMWATER

EXISTING TELECOMMUNICATIONSTZ

CONTROL LINE MC01

GOWRIE PARK



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No




SINGLETON RAILWAY UNDERPASS - GOWRIE GATES

DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

4:51

:37 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

rs\mh

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06-D

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-010

1.dwg

CLIENT

RMS FILE No.

DESIGNER




Web: www.jacobs.com

R215R1000

FROM MUSWELLBROOK

STRAIGHT

EXISTING '60' SPEED SIGNTO REMAIN

EXISTING 'WATCHFOR CYCLIST' SIGNSTO REMAIN

EXISTING '60' SPEEDSIGN TO BE REINSTATED

EXISTING 'ADOPT ASPOT' SIGN TO BEREINSTATED

LEGEND

ROADWORKS

FOR REFERENCE

EDGE LINE

BARRIER LINE

CONTINUITY LINE

EDGE LINE (PAINTED ISLANDS)

LIMIT OF WORKS

TO SINGLETON

EXISTING '60' SPEED SIGNTO REINSTATED

EXISTING LIGHT POLETO REMAIN

HW9 NEW ENGLANDHIGHWAY

EXISTING 'GIVE WAY',STREET NAME ANDCOMMUNITY FACILITIESSIGNS TO REMAIN EXISTING CHEVRON

ALIGNMENT MARKERSTO REMAIN

EXISTING 'BLIND CORNER -SLOW DOWN' SIGN TOREMAINEXISTING HAZARD

BOARD TO REMAIN

EXISTING BRIDGEWIDTH MARKERS TOBE REMOVED

EXISTING 'BLIND CORNER -SLOW DOWN' SIGN TO BEREMOVED

EXISTING ADVERTISINGBILLBOARD TO REMAIN

REINSTATEPROPERTYACCESS

REINSTATEMAINTENANCEACCESS

MAIN NORTHERN RAILWAY

EXISTING SURVEY

RELOCATEDMAINTENANCEACCESS

700

CT 618.208

700

680

660

640

620

700

620

640

660

680

700

CT 618.208

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZ

TZ

TZ TZTZ TZ

TZ TZTZ TZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

PEDESTRIANSAFETY FENCE



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

4:52

:51 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

rs\mh

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B107

06-D

G-RD

-010

2.dwg

CLIENT

RMS FILE No.

DESIGNER




Web: www.jacobs.com QB10706-DG-RD-0102 1

ROADWORKS 01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


N

HW9 NEW ENGLAND HIGHWAY

3.00SHOULDER

3.50THROUGH

LANE

3.50THROUGH

LANE

3.00SHOULDER

CONTROL LINE MC01

'ADOPT A SPOT' SIGNTO BE REINSTATED

ARTC TRACK ACCESS TOMATCH WITH EXISTING GATE

CONTROL LINEEXISTING PROPERTY BOUNDARYTYPE SA KERB AND CHANNEL

PAVEMENT

ACTIVE TRANSPORT PATH



LEGENDROADWORKSFOR REFERENCE

EDGE LINE

BARRIER LINE

CONTINUITY LINE

FROM MUSWELLBROOK

1.00SHOULDER

BRIDGE ABUTMENTRETAINING WALL


REFER UTILITIES LAYOUTPLAN QB10706-DG-UT-0401FOR INFORMATION

EDGE LINE (PAINTED ISLANDS)

TO SINGLETON


EXISTING SURVEYTZ

PEDESTRIAN SAFETY FENCE




PROPERTY ACCESS TOBE REINSTATED

EXISTING BRIDGE

BRIDGESTRUCTURE

3.50TURN LANE

R1000

STRAIGHT

DETAIL LAYOUT PLAN

EXI

STIN

G RA

IL

EXI

STIN

G RA

IL

500.0

00

510.0

00

520.0

00

530.0

00

540.0

00

550.0

00

556.9

02

632.3

91

812.2

10

820.0

00

840.0

00

61.88

2m

61.44

7m

60.96

8m

60.45

7m

59.91

8m

59.31

8m

58.87

9m

54.08

8m

53.18

9m

53.09

0m

52.79

9m

L=99.388 L=12.313VERTICAL ALIGNMENT

G=-3

.7% G=-4.3% G=-4.8% G=-5.1% G=-5.4% G=-6.0%G=-6.4% G=-6.3% G=-0.5%

G=-1

.3% G=-1.5%

G=-1

.1%

L=10

.0

L=10.0 L=10.0 L=10.0 L=10.0 L=10.0 L=6.9 L=25.8 L=124.0 L=1

.6

L=20.0 L=19

.7

k=17.0 k=16.0

R=-215.000 R=-1000.000HORIZONTAL ALIGNMENT

500.0

0061

.882

61.88

2

510.0

0061

.447

61.44

7

520.0

0060

.968

60.96

8

530.0

0060

.457

60.45

7

540.0

0059

.918

59.91

8

550.0

0059

.318

59.31

8

556.9

0258

.879

58.87

956

0.000

58.68

258

.682

580.0

0057

.413

57.47

058

2.697

57.24

257

.319

600.0

0056

.232

56.44

5

618.2

0855

.359

55.58

962

0.000

55.28

455

.520

632.3

9154

.814

55.11

5

640.0

0054

.571

54.95

0

660.0

0054

.093

54.68

0

680.0

0053

.851

54.45

068

2.085

53.84

054

.433

700.0

0053

.750

54.26

5

720.0

0053

.650

54.05

9

740.0

0053

.550

53.89

8

760.0

0053

.450

53.71

7

780.0

0053

.350

53.56

8

800.0

0053

.250

53.31

9

806.0

5353

.220

53.25

7

812.2

1053

.177

53.19

3

818.3

6653

.111

53.11

682

0.000

53.09

053

.090

840.0

0052

.799

52.79

9

STATION

DESIGN LEVELS

EXISTING LEVELS

MAI

SON

DIEU

ROA

D

EX

ISTI

NG F

IBRE

OPT

IC

EX

ISTI

NG F

IBRE

OPT

IC

(D

EPTH

UNK

NOW

N)

(D

EPTH

UNK

NOW

N)

EX

ISTI

NG D

RAIN

AGE

DATUM R.L. 49.0

LONGITUDINAL SECTION - HW9 NEW ENGLAND HIGHWAY - MC01



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

4:54

:24 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

rs\mh

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B107

06-D

G-RD

-010

3.dwg

CLIENT

RMS FILE No.

DESIGNER





ROADWORKSLONGITUDINAL SECTION (MC01) HW9

01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


TYPICAL SECTION AT MC01 STN 670SCALE 1:200

VERGE0.5

SHOULDER3.00

VERGE0.5

SHOULDER3.00

CONT

ROL M

C01

3% 3% 2:1

WIDTHVARIES

3%3%

TYPE SA KERB ANDCHANNELSUBSOIL DRAINAGE

TYPE SA KERB ANDCHANNELSUBSOIL DRAINAGE


EXISTING SURFACE

SCALE 1:1000 H1:200 V

BATTER VARIESFROM 2:1 TO 4:1

2%

ACTIVETRANSPORT

PATH3.0m

WIDTHVARIES

MC01 PROFILE

EXISTING SURFACE

EXISTING PROPERTYBOUNDARY

2:1

THROUGHLANE3.50

THROUGHLANE3.50

NEW RAIL BRIDGE

EXISTING PROPERTYBOUNDARYWIDTH

VARIES

PEDESTRIANSAFETY FENCE

LIMIT

OF

WOR

KS

LIMIT

OF

WOR

KS

5.40m

NEW ENGLAND HIGHWAY AND TYPICAL SECTION

MC01

IAL

EHL

LEL

LAR

LER

EHR

IAR

557

10:1 6.8% 5.8%1.5%

-7.81

658

.572

58.57

2-7

.613

58.53

258

.471

-6.93

358

.358

58.31

1-6

.433

58.29

58.35

1-3

.800

58.61

358

.614

0.000

58.87

358

.873

0.378

58.89

658

.895

4.878

59.15

559

.155

8.678

59.19

159

.212

9.678

59.24

59.22

710

.178

59.28

159

.187

10.85

859

.352

59.34

710

.868

59.35

259

.352

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 54.0

MC01

IAL

EHL

LEL

LAR

LER

EHR

IAR

560

9.7% 6.6% 5.4% 1.3%

-7.85

958

.476

58.47

6-7

.513

58.40

858

.303

-6.83

358

.222

58.14

3-6

.333

58.13

58.18

3-3

.731

58.43

258

.435

0.000

58.68

258

.682

0.329

58.70

258

.700

4.759

58.93

258

.938

8.538

58.98

358

.987

9.538

59.03

358

.999

10.03

859

.141

58.95

910

.718

59.14

759

.119

10.77

459

.147

59.14

7

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 54.0

MC01

IAL

EHL

LEL

LAR

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

580

2:1 7.4% 5.4% 2.6% 0.1%2%

-9.56

758

.351

58.35

1

-7.18

057

.554

57.15

7-6

.500

57.23

456

.997

-6.00

057

.025

57.03

7-3

.500

57.30

157

.223

0.000

57.47

57.41

3

3.965

57.53

257

.515

7.605

57.59

657

.510

8.605

57.62

657

.509

9.105

57.75

57.46

99.7

8557

.764

57.62

910

.905

57.80

358

.177

11.05

557

.801

58.18

011

.205

58.00

258

.183

14.20

558

.682

58.24

314

.705

58.71

658

.253

16.01

758

.909

58.90

9

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 52.0

MC01

IAL

EHL

LEL

LAR

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

600

5.2% 4.2% 0.2% 1.6% 2.5:1 2%

-7.89

856

.433

56.43

3-7

.180

56.33

356

.074

-6.50

056

.238

55.91

4-6

.000

56.23

255

.954

-3.50

056

.302

56.08

4

0.000

56.44

556

.232

3.500

56.39

856

.224

7.000

56.34

256

.169

8.000

56.34

856

.154

8.500

56.46

456

.114

9.180

56.46

856

.274

10.84

557

.179

56.94

210

.995

57.26

856

.945

11.14

557

.358

56.94

814

.145

58.15

757

.008

14.64

558

.164

57.01

8

21.31

560

.353

60.35

3

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 51.0



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

4:55

:15 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

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rs\mh

iratos

\appd

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B107

06-D

G-RD

-010

4.dwg

CLIENT

RMS FILE No.

DESIGNER





ROADWORKSCROSS SECTIONS (MC01) HW9

01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


LEGEND CONTROLLINE

EXISTINGBOUNDARY

EXISTINGPAVEMENTM

C01

NEW ENGLAND HIGHWAY - SHEET 1

MC01

IAL

EHL

LEL

LAR

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

620

2:1 3% 3% 2:12%

-9.84

856

.558

56.55

8

-7.18

056

.091

55.22

4-6

.500

55.90

655

.064

-6.00

055

.769

55.10

4-3

.500

55.38

55.17

9

0.000

55.52

55.28

4

3.500

55.44

255

.179

6.727

55.36

155

.082

7.727

55.45

455

.052

8.227

55.45

655

.012

8.907

55.45

55.17

210

.477

56.35

55.95

210

.627

56.43

555

.955

10.77

756

.5255

.958

13.77

757

.911

56.01

814

.277

57.91

656

.028

23.41

060

.595

60.59

5

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 51.0

MC01

E9L

E8L

EHL

LEL

LAR

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

640

2:13% 3% 3% 2.6:1

2%

-12.5

0060

.827

60.15

7-1

2.490

60.81

956

.686

-11.4

9060

.915

56.66

6

-7.18

058

.465

54.51

1-6

.500

58.14

154

.351

-6.00

057

.903

54.39

1-3

.500

54.79

354

.466

3.500

54.86

354

.466

4.281

54.82

854

.442

6.031

55.13

854

.390

6.531

55.47

954

.350

7.211

55.94

354

.510

9.230

57.36

555

.277

9.380

57.47

655

.280

9.530

57.58

655

.283

12.53

057

.7255

.343

13.03

057

.807

55.35

3

21.67

959

.678

59.67

8

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 50.0

MC01

IAL

EHL

LEL

LER

EH1R

ICR

E8R

E9R

660

2:13% 3% 2.3:1

2%

-11.2

9656

.091

56.09

1

-7.18

055

.735

54.03

3-6

.500

55.37

953

.873

-6.00

055

.117

53.91

3-3

.500

54.55

253

.988

0.000

54.68

54.09

3

3.500

54.53

53.98

8

6.000

57.14

353

.913

6.500

57.32

453

.873

7.180

57.36

754

.033

9.180

57.49

454

.908

9.330

57.66

754

.911

9.480

58.16

954

.914

12.48

060

.995

54.97

412

.490

60.99

559

.752

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 49.0

MC01

IAL

EHL

LEL

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

680

3% 3% 2:12% 2

.3:1

-8.67

054

.536

54.53

6-7

.180

54.26

153

.791

-6.50

054

.194

53.63

1-6

.000

54.22

853

.671

-3.50

054

.351

53.74

6

0.000

54.45

53.85

1

3.500

54.34

253

.746

6.000

54.90

253

.671

6.500

55.17

353

.631

7.180

55.54

353

.791

9.180

56.01

354

.785

9.330

56.04

254

.788

9.480

56.07

54.79

112

.480

56.41

954

.851

12.98

056

.501

54.86

1

18.10

957

.105

57.10

5

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 49.0



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

4:56

:04 P

MLO

GIN

NAME

: HIR

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, MAT

TLO

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ON: C

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5.dwg

CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


LEGEND CONTROLLINE

EXISTINGBOUNDARY

EXISTINGPAVEMENTM

C01


MC01

IAL

EHL

LEL

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

700

3% 3% 2:12%

4:1

-8.14

754

.174

54.17

4-7

.180

53.96

853

.690

-6.50

054

.026

53.53

0-6

.000

54.05

953

.570

-3.50

054

.161

53.64

5

0.000

54.26

553

.750

3.500

54.17

453

.645

6.000

53.97

653

.570

6.500

53.93

53.53

07.1

8054

.065

53.69

09.1

8054

.662

54.68

59.3

3054

.752

54.68

89.4

8054

.842

54.69

112

.480

56.27

154

.751

12.98

056

.366

54.76

1

21.44

656

.878

56.87

8

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 49.0

MC01

IAL

EHL

LEL

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

720

3% 3% 2.6:12% 4

:1

-7.56

253

.781

53.78

1-7

.180

53.81

353

.590

-6.50

053

.845

53.43

0-6

.000

53.86

653

.470

-3.50

053

.955

53.54

5

0.000

54.05

953

.650

3.500

53.96

453

.545

6.000

53.83

753

.470

6.500

53.81

153

.430

7.180

53.76

153

.590

9.730

54.47

954

.585

9.880

54.57

254

.588

10.03

054

.665

54.59

113

.030

55.88

954

.651

13.53

056

.008

54.66

1

19.91

156

.256

56.25

6

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 48.0

MC01

IAL

EHL

LEL

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

740

3% 3% 5.1:12% 4:1

-8.00

753

.632

53.63

2-7

.691

53.66

953

.475

-7.01

153

.701

53.31

5-6

.511

53.71

853

.355

-4.01

153

.797

53.43

0

-0.51

153

.885

53.53

50.0

0053

.898

53.55

0

3.500

53.76

353

.445

6.000

53.63

753

.370

6.500

53.61

253

.330

7.180

53.57

853

.490

12.23

354

.981

54.48

412

.533

55.16

754

.490

15.53

355

.633

54.55

016

.033

55.64

254

.560

20.50

155

.677

55.67

7

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 47.0

MC01

IAL

EHL

LEL

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

760

3% 3% 9.1:12% 4:1

-8.88

553

.662

53.66

2-8

.274

53.47

753

.357

-7.59

453

.546

53.19

7-7

.094

53.56

253

.237

-4.59

453

.622

53.31

2

-1.09

453

.721

53.41

70.0

0053

.717

53.45

0

3.500

53.56

153

.345

6.000

53.43

853

.270

6.500

53.41

553

.230

7.180

53.38

453

.390

16.22

955

.186

54.38

216

.529

55.20

454

.388

19.52

955

.204

54.44

820

.029

55.20

654

.458

23.14

555

.237

55.23

7

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 47.0



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

4:57

:09 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

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6.dwg

CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


LEGEND CONTROLLINE

EXISTINGBOUNDARY

EXISTINGPAVEMENTM

C01


MC01

IAL

EHL

LEL

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

780

3% 3% 7.5%2% 4:1

-9.31

153

.482

53.48

2-8

.829

53.36

353

.241

-8.14

953

.262

53.08

1-7

.649

53.29

53.12

1-5

.149

53.42

953

.196

-1.64

953

.543

53.30

10.0

0053

.568

53.35

0

3.500

53.39

653

.245

6.000

53.27

653

.170

6.500

53.25

253

.130

7.180

53.22

53.29

0

20.30

854

.771

54.28

020

.608

54.77

754

.286

23.60

854

.824

54.34

624

.108

54.82

354

.356

25.95

754

.818

54.81

8

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 47.0

MC01

IAL

EHL

LEL

LER

EH1R

ICR

E8R

E9R

EH2R

IAR

800

3% 3% 6.9%2%

-9.62

253

.263

53.26

3-9

.346

53.20

653

.125

-8.66

653

.045

52.96

5-8

.166

53.07

753

.005

-5.66

653

.216

53.08

0

-2.16

653

.299

53.18

5

0.000

53.31

953

.250

3.500

53.18

253

.145

7.659

53.00

553

.020

8.159

52.97

752

.980

8.839

52.93

353

.140

23.81

454

.216

54.17

224

.114

54.24

154

.178

26.71

454

.267

54.23

027

.214

54.26

654

.240

27.31

754

.265

54.26

5

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 47.0

MC01

IAL

ESL

LEL

LER

ESR

820

3% 3% 4.6%

-7.84

952

.909

52.90

9-7

.746

52.92

452

.858

-6.68

352

.965

52.89

0

-2.68

353

.061

53.01

0

0.000

53.09

53.09

0

3.500

52.95

352

.985

7.682

52.79

452

.794

DESIGNOFFSETS

EXISTINGLEVELS

CUT STRINGS

DESIGNLEVELS

DATUM 46.0



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

4:58

:21 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

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G-RD

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7.dwg

CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


LEGEND CONTROLLINE

EXISTINGBOUNDARY

EXISTINGPAVEMENTM

C01


6060

TZ

TZ

TZTZ TZ TZ TZ TZ

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZ

TZ

TZ

TZ TZTZ TZ

TZ TZTZ TZ

TZ

SZ

SZ

SZSZ SZ SZ SZ SZ

SZ

SZ

WZ

OZ

OZ

OZ

OZ

OZ

OZ

EZ

EZ

EZ

OZ

OZ

OZ

480

460

IP 771.330CT 618.208

CC 556.902

820800780760740720700680660640620600580

560

540

520

500

460

480

500 520 540

560

580

600

620

640

660

680

700

720

740

760

780

800

820

CC 556.902

CT 618.208

IP 771.330

LIMIT OF WORKS

LIMIT OF WORKSLIMIT OF W

ORKS

LIMIT OF WORKS

QB10706-DG-PV-0201 1

PAVEMENT 01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


N

CONTROL LINE

EXISTING PROPERTY BOUNDARY

TYPE SA KERB AND CHANNEL

NOTES

1. PROPOSED BOUNDARIES TO BE DETERMINED BY RMSTHROUGH PROPERTY ACQUISITION DISCUSSIONS.

2. ALL EXISTING PAVEMENTS AT TIE-IN LOCATIONS ARE TO BEINSPECTED BY A QUALIFIED PAVEMENT ENGINEER TOCONFIRM LIMIT OF WORKS.

TYPE 1 - PAVEMENT

TYPE 2 - ACTIVE TRANSPORT PATH

EXISTING PAVEMENT


EXISTING SEWERSZ



CONTROL LINE MC01

GOWRIE PARK



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:00

:13 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

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06-D

G-PV

-020

1.dwg

CLIENT

RMS FILE No.

DESIGNER




Web: www.jacobs.com

LEGEND

PAVEMENTS

FOR REFERENCE

EXISTING ELECTRICALEZ


MAISON DIEU ROAD

TIE PROPOSED SHARED PATHINTO EXISTING FOOTPATH

TIE PROPOSED SHARED PATHINTO EXISTING FOOTPATH

TYPE 3 - DRIVEWAYS

050

50mm AC14 AR450 BINDER TORMS 3253 AND R11610mm SPRAY SEAL CLASS 170

355mm AC20 AR450 BINDERTO RMS 3253 AND R116

7mm SPRAY SEAL CLASS 170OR PRIMERSEAL

300mm SELECTED MATERIAL ZONETO R44 (LAID IN 2-150mm LAYERS)

DESIGN SUBGRADECBR 3% AND SWELL

TZ

TZ

TZTZ TZ TZ TZ TZ

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZ

TZ

TZ

TZ

TZ TZTZ T

Z TZTZ TZ

TZTZ

SZ

SZ

SZSZ SZ SZ SZ SZ

SZ

SZ

WZWZ

WZ

WZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

EZ

EZ

EZ

EZ

OZ

OZ

OZ

480

460

IP 771.330CT 618.208

CC 556.902

820800780760740720700680660640620600580

560

540

520

500

460

480

500 520 540

560

580

600

620

640

660

680

700

720

740

760

780

800

820

CC 556.902

CT 618.208

IP 771.330

57.057.558.058.5

56.556.0

55.5

55.0

54.554.0

53.5

53.0



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:01

:11 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

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G-DR

-030

1.dwg

CLIENT

RMS FILE No.

DESIGNER




Web: www.jacobs.com QB10706-DG-DR-0301 1

DRAINAGE 01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


CONTROL LINE MC01

GOWRIE PARK


MAISON DIEU ROAD

NEW KERB INLET

RECONSTRUCT EXISTINGINLET STRUCTURE TOALLOW CONNECTION

LEGEND

EXISTING DRAINAGE

FOR REFERENCE

EXISTING STORMWATER PIPE - Ø UNSPECIFIED

EXISTING STORMWATER PIT

SURVEYCADASTRAL (ACCURACY UNKNOWN)EXISTING WATERMAINEXISTING SEWER RISING MAINEXISTING TELECOMMUNICATIONSEXISTING FIBRE OPTIC TELECOMMUNICATIONSEXISTING UNDERGROUND ELECTRICITY

WZ

OZ

EZ

TZ

SZ

Ø 375

MODIFY EXISTING INLETTOP TO SUIT NEW KERBALIGNMENT

EXISTING KERB INLETTO REMAIN

EXISTING CULVERT TOREMAIN

EXISTING CULVERTSTO REMAIN

EXISTING INLET ANDCULVERTS TO REMAIN

PAVEMENT DRAINAGE

STORMWATER PIT

EXISTING STORMWATER PIT TO BEMODIFIED

STORMWATER LINE, PIPE SIZE ANDFLOW ARROWDESIGN PAVEMENT CONTOURS (0.1m)

Ø 375

50.0

EXISTING STORMWATER PIPE - Ø 450EXISTING STORMWATER PIPE - Ø 600EXISTING STORMWATER PIPE - Ø 900

FROM MUSWELLBROOKTO SINGLETON


Ø 375

LAYOUT PLAN

TZ

TZ

TZ

TZTZ TZ TZ TZ TZ

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZTZ

TZ

TZ

TZ

TZ

TZ

TZ

TZ

TZ

TZ

TZ TZTZ T

Z TZTZ TZ

TZTZ

SZ

SZ

SZSZ SZ SZ SZ SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

SZ

WZ

WZ

WZ

WZWZ

WZWZ

WZWZ

WZWZ

WZWZ

WZWZ

WZ

WZ

WZ

WZ

WZOZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

EZ

EZ

EZ

EZ

EZ

OZ

OZ

OZ

480

460

IP 771.330CT 618.208

CC 556.902

820800780760740720700680660640620600580

560

540

520

500

460

480

500 520 540

560

580

600

620

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660

680

700

720

740

760

780

800

820

CC 556.902

CT 618.208

IP 771.330

UNDERGROUND ELECTRICITY TOREMAIN. STREET LIGHT TO BEPROTECTED DURING CONSTRUCTION

QB10706-DG-UT-0401 1

UTILITIES 01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015



N

MAISON DIEU ROAD

CONTROL LINE MC01

GOWRIE PARK

LEGEND

CONTROL LINEEXISTING PROPERTY BOUNDARY

NEW KERB AND CHANNEL

NOTES1. REFER SHEET 0301 FOR DRAINAGE DETAILS2. FOR SURVEY LEGEND, REFER TO RMS SURVEY STANDARD

FEATURE NAMES

ELECTRICAL LINE - DIGITISEDEZELECTRICAL LINE ABOVE GROUND

TELECOMMS FIBRE OPTIC - DIGITISEDOZTELECOMMUNICATIONS - DIGITISEDTZ

WATER MAIN - DIGITISEDWZ

FOR REFERENCE

UTILITIES - EXISTING



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:02

:15 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

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-040

1.dwg

CLIENT

RMS FILE No.

DESIGNER




Web: www.jacobs.com

UTILITY INFORMATION SHOWN ON THESEPLANS DOES NOT DEPICT ANY MORE THANTHE PRESENCE OF A SERVICE, BASED ONAVAILABLE DOCUMENTARY EVIDENCE. THEPRESENCE OF A UTILITY SERVICE, IT'S SIZEAND LOCATION SHOULD BE CONFIRMED BYFIELD INSPECTION, PRIOR TO THECOMMENCEMENT OF ROADWORKS ANDTHE RELEVANT UTILITY PLANS OBTAINEDBY DIALLING DIAL BEFORE YOU DIG '1100'.CAUTION SHOULD BE EXERCISED WHENWORKING IN THE VICINITY OF ALL UTILITYSERVICE

SEWER RISING MAIN - DIGITISEDSZ

STORMWATER MAIN - Ø600STORMWATER MAIN - Ø450

STORMWATER MAIN - Ø900STORMWATER MAIN - UNSPECIFIED DIAMETER

ASBESTOS WATERMAIN TO REMAIN.PROTECT DURING CONSTRUCTION

TELECOMMUNICATIONS TO REMAIN.PROTECT DURING CONSTRUCTION

ASBESTOS CONCRETETELECOMMUNICATIONSCONDUIT TO REMAIN. PROTECTDURING CONSTRUCTION

SEWER RISING MAIN TO REMAIN.PROTECT DURING CONSTRUCTION

TELECOMMUNICATIONS TO REMAIN.PROTECT DURING CONSTRUCTION

STREET LIGHT AND ASSOCIATEDELECTRICAL POLE TO BERELOCATED DURING SIDE TRACKCONSTRUCTION AND REINSTATEDAT REMOVAL OF SIDE TRACK

NEW ENGLAND HIGHWAY CONSTRUCTIONAND ASSOCIATED FOOTPATH

UNIDENTIFIED SERVICE PIT ASSUMED TOBE SYDNEY TRAINS COMMUNICATIONS.TO BE VERIFIED IN DETAIL DESIGN.

UNIDENTIFIED SERVICE PIT ASSUMED TOBE SYDNEY TRAINS COMMUNICATIONS.TO BE VERIFIED IN DETAIL DESIGN.PROTECTION REQUIRED DURING SIDETRACK CONSTRUCTION AND OPERATION.

ASSUMED SYDNEY TRAINS FIBRE OPTIC.MAY REQUIRE RELOCATION OR PROTECTION.LOCATION AND CONSTRUCTION IMPACT TOBE CONFIRMED IN DETAILED DESIGN.

EXISTING FIBRE OPTIC MARKERPOST TO BE REMOVED FORSIDE TRACK CONSTRUCTION

EXISTING TELECOM SERVICE AND PITSTO BE PROTECTED FROM TRAFFIC ANDEMBANKMENT LOADING DURING SIDETRACK CONSTRUCTION AND OPERATION

FROM MUSWELLBROOKTO SINGLETON


EXISTING FIBRE OPTIC MAY REQUIRERELOCATION OR PROTECTION.LOCATION AND IMPACT TO BECONFIRMED IN DETAILED DESIGN

LAYOUT PLAN

6060

TZ

TZ

TZ

TZ TZ TZ TZ

TZ

TZTZ

TZTZ

TZTZ

TZTZ

TZ TZ

TZ

TZ

TZ

TZ

TZ

TZ TZTZ TZ

TZ TZTZ TZ

TZ

SZ

SZ

SZSZ

SZ SZ SZ SZ

SZ

SZ

SZ

SZ

SZSZ

WZ

WZ

WZWZ

WZWZ

WZWZ

WZWZ

WZWZ

WZ

WZ

WZ

WZ

WZ

WZ

WZ

WZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

OZ

EZ

EZ

EZ

EZ

EZ

EZ

EZ

EZ

EZ

EZ

OZ

OZ

//

/

/////

/

/ //

/

//

/

/

/

//

/

/

//

//

/

/

/

/

// / /

//

/ / / / / / //

//////

//

/ / /

/

//



REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:05

:46 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

rs\mh

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\appd

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B107

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CLIENT

RMS FILE No.

DESIGNER




Web: www.jacobs.com QB10706-DG-CS-0501 1

CONSTRUCTION STAGINGLAYOUT PLAN

01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


MAIN OFFICE AND SITE FACILITIES

ZONE 3

ZONE 2

ZONE 1

ZONE 4

FUTURE TRACK CROSSING(RESTRICTED ACCESS)

STAFF AND VISITORPARKING

GATE 2

GATE 3A

GATE 3B

GATE 1

GATE 4

ACCESS RAMP


SIMP

SON

TERR

ACE

MAISON DIEU ROAD

GOWRIE PARK

STAGING LAYOUT PLAN - STAGE 1SCALE 1:1250

TYPICAL SECTION AT RAILWAY UNDERPASS

SCALE 1:250

CONT

ROL

MC01


EXISTING SURFACE

STAGE 1

3.0m

EXISTING ACTIVETRANSPORT PATH OPEN 1. THE CONTRACTOR SHALL PREPARE A

TRAFFIC CONTROL PLAN FOR EACHCONSTRUCTION STAGE

2. AREAS UNDER TRAFFIC TO BE EFFECTIVELYDRAINED AT ALL TIMES

3. UTILITY RELOCATIONS TO BE COMPLETEDBEFORE COMMENCEMENT OF EACH STAGE

4. ALL REDUNDANT PAVEMENT MARKINGS TO BEREMOVED BEFORE TRAFFIC SWITCH

5. ACCESS TO FIRE AND EMERGENCY SERVICESTO BE MAINTAINED AT ALL TIMES

6. CONSTRUCTION WORKS TIE-INS TO BECONSTRUCTED UNDER LIVE TRAFFIC

7. MINIMUM LENGTH OF TEMPORARY CONCRETEBARRIER IS 30m

8. ALL THROUGH LANE WIDTHS ARE 3.0m ORWIDER

9. ALL TURNING MOVEMENTS AVAILABLE ATINTERSECTIONS UNLESS NOTED OTHERWISE

10. ACCESS TO PROPERTIES INCLUDING ARTCRAIL FORMATION TO BE RETAINEDTHROUGHOUT CONSTRUCTION UNLESSAGREED OTHERWISE WITH PROPERTYOWNER/USER

11. ENSURE SAFE PEDESTRIAN CROSSINGS ATALL CONSTRUCTION ACCESSES

GENERAL NOTES

N

0.5mMIN

3.0m

ROADSIDE SAFETYBARRIER

ULTIMATE COMPLETED WORKS

STAGE NOTESWORKS TO BE UNDERTAKEN IN STAGE 1: SITE ESTABLISHMENT TRAFFIC MANAGEMENT PEDESTRIAN MANAGEMENT

0.5mMIN

LEGEND

CONSTRUCTION STAGING

FOR REFERENCE

ULTIMATE COMPLETED WORKS (SECTION)ULTIMATE COMPLETED WORKS (LAYOUT)CONSTRUCTION WORKS - CURRENT STAGEROADSIDE SAFETY BARRIERSITE FENCINGRAIL FENCINGCONSTRUCTION ACCESSPEDESTRIAN ACCESSCONSTRUCTION WORKS - CURRENT STAGECONSTRUCTION WORKS UNDER LIVE TRAFFICCOMPLETED WORKSTRAFFIC DURING CONSTRUCTION STAGEPEDESTRIAN SAFETY AWNING

/

SURVEYCADASTRAL (ACCURACY UNKNOWN)EXISTING WATERMAINEXISTING SEWER RISING MAINEXISTING TELECOMMUNICATIONSEXISTING FIBRE OPTIC TELECOMMUNICATIONSEXISTING UNDERGROUND ELECTRICITYEXISTING PAVEMENT

WZ

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SAFETY AWNING OVEREXISTING PATH

FROM MUSWELLBROOK

TO SINGLETON

MAIN NORTHERN

RAILWAY

INSTALL SAFETY AWNING

OVERHEAD PEDESTRIANWORKSITE ACCESS

STAGE 1

6060

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REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:06

:40 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

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CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015


1. THE CONTRACTOR SHALL PREPARE ATRAFFIC CONTROL PLAN FOR EACHCONSTRUCTION STAGE











GENERAL NOTES LEGEND


FOR REFERENCE


/


W

OZ

EU

TZ

EZ


SCALE 1:250

CONT

ROL

MC01


EXISTING SURFACE

STAGE 2

EXISTING ACTIVETRANSPORT PATH OPEN

N


ZONE 3

ZONE 2

ZONE 1

ZONE 4



GATE 2

GATE 3A

GATE 3B

GATE 1

GATE 4

ACCESS RAMP


SIMP

SON

TERR

ACE

MAISON DIEU ROAD

GOWRIE PARK


CONSTRUCT TEMPORARYRUNWAY BEAMS

CONSTRUCTTEMPORARY PILES


3.0m

0.5mMIN

3.0m

STAGE NOTESWORKS TO BE UNDERTAKEN IN STAGE 2: PILING PREPARATION (REQUIRE

EIGHT HOUR TRACK POSSESSION) PILE CONSTRUCTION RUNWAY BEAM CONSTRUCTION

0.5mMIN

CONSTRUCTPERMANENT PILES

CONSTRUCT TEMPORARYRUNWAY BEAMS

FROM MUSWELLBROOK

TO SINGLETON

MAIN NORTHERN

RAILWAY

STAGE 2

6060

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REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:07

:52 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

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B107

06-D

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-050

3.dwg

CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015













GENERAL NOTES

N TYPICAL SECTION AT RAILWAY UNDERPASSSCALE 1:250

CONT

ROL

MC01


EXISTING SURFACE

STAGE 3

EXISTING ACTIVETRANSPORT PATHOPEN


ZONE 3

ZONE 2

ZONE 1

ZONE 4



GATE 2

GATE 3A

GATE 3B

GATE 1

GATE 4

ACCESS RAMP

SIMP

SON

TERR

ACE

MAISON DIEU ROAD

GOWRIE PARK


TEMPORARY SUPPORT MEMBERTO MAINTAIN 5.3m VERTICALCLEARANCE FROM ROAD CROWN


3.0m

0.5mMIN

3.0m

STAGE NOTESWORKS TO BE UNDERTAKEN IN STAGE 3: PARTIAL SIDE TRACK CONSTRUCTION INSTALLATION OF TEMPORARY SUPPORT

MEMBERS (REQUIRE SHORT TERM TRACKPOSSESSION)

0.5mMIN

CONSTRUCTION OF SIDE TRACKEXCLUDING RAIL CROSSING

EXISTING FIBRE OPTICMARKER POST TO BEREMOVED FOR SIDETRACK CONSTRUCTION

EXISTING TELECOM SERVICE AND PITSTO BE PROTECTED FROM TRAFFIC ANDEMBANKMENT LOADING.

LEGEND


FOR REFERENCE


/


WZ

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PEDESTRIAN CROSSING TOBE STAGED ACROSS SIDETRACK CONSTRUCTION

PEDESTRIAN CROSSING TOBE STAGED ACROSS SIDETRACK CONSTRUCTION

INSTALLATION OFTEMPORARYSUPPORT MEMBERS


FROM MUSWELLBROOK

TO SINGLETON

MAIN NORTHERN

RAILWAY

EXISTING FIBRE OPTIC MAY REQUIRERELOCATION OR PROTECTION.LOCATION AND IMPACT TO BECONFIRMED IN DETAILED DESIGN

STAGE 3

6060

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REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:09

:15 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

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iratos

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s010

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B107

06-D

G-CS

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4.dwg

CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015



ZONE 3

ZONE 2

ZONE 1

ZONE 4

TRACK CROSSING


GATE 2

GATE 3A

GATE 3B

GATE 1

GATE 4

ACCESS RAMP

SIMP

SON

TERR

ACE

MAISON DIEU ROAD

GOWRIE PARK

TRACK CLOSURE

TRACK CLOSURE



SCALE 1:250

CONT

ROL

MC01


EXISTING SURFACE

STAGE 4

EXISTING ACTIVETRANSPORTPATH OPEN












GENERAL NOTES

N



3.0m

0.5mMIN

3.0m

STAGE NOTESWORKS TO BE UNDERTAKEN IN STAGE 4: RAIL TRAFFIC CEASED UNDER FOUR

HOUR TRACK POSSESSION INSTALLATION OF SIDE TRACK CROSSING

ABUTMENTS AND CENTRAL HEADSTOCK. TRIAL INSTALLATION OF 'DROP IN SPAN'

SIDE TRACK CROSSING.

0.5mMIN

TRIAL INSTALLATION OF'DROP IN SPAN' SIDETRACK RAIL CROSSING

LEGEND


FOR REFERENCE


/


WZ

OZ

EZ

TZ

SZ


FROM MUSWELLBROOK

TO SINGLETON

MAIN NORTHERN

RAILWAY

STAGE 4

6060

//

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REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:10

:35 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

rs\mh

iratos

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B107

06-D

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-050

5.dwg

CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015













GENERAL NOTES

N


ZONE 3

ZONE 4


GATE 2

GATE 3B

GATE 1

GATE 4

ACCESS RAMP

SIMP

SON

TERR

ACE

MAISON DIEU ROAD

GOWRIE PARK



SCALE 1:250

CONT

ROL

MC01


EXISTING SURFACE

STAGE 5

EXISTING ACTIVETRANSPORT PATHCLOSED

INSTALL THROUGH GIRDERSAND POST-TENSION TENDONS

ZONE 2

ZONE 1


STAGE NOTESWORKS TO BE UNDERTAKEN IN STAGE 5: RAIL TRAFFIC CEASED UNDER THREE DAY TRACK

POSSESSION (INCLUDING STAGE 6 WORKS) INSTALL 'DROP IN SPAN' SIDE TRACK CROSSING NEW ENGLAND HIGHWAY TRAFFIC REDIRECTED

TO SIDE TRACK INSTALLATION OF PRECAST THROUGH GIRDERS POST TENSION TENDONS TO COMPLETE BRIDGE

SUPERSTRUCTURE (OFFLINE) REMOVE TEMPORARY PILES AND SUPPORT TRACK REMOVAL CONSTRUCT PERMANENT HEADSTOCKS

TRACK CLOSURE

TRACK CLOSURE

TRACK CROSSING(RESTRICTED ACCESS)

INSTALL PRECASTTHROUGH GIRDERS

LEGEND


FOR REFERENCE


/


WZ

OZ

EZ

TZ

SZ

REMOVE TEMPORARY PILES ANDSUPPORTS AFTER SUPERSTRUCTURELOAD HAS BEEN TRANSFERRED TORUNWAY BEAMS

GATE 3A

INSTALL 'DROP IN SPAN'SIDE TRACK CROSSING

CONSTRUCT PERMANENTHEADSTOCK UNDER RAILLINE


FROM MUSWELLBROOK

TO SINGLETON

MAIN NORTHERN

RAILWAY

STAGE 5

6060

//

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REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:12

:36 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

rs\mh

iratos

\appd

ata\lo

cal\p

rojec

twise

\rms_

proje

cts\dm

s010

34\Q

B107

06-D

G-CS

-050

6.dwg

CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015



ZONE 3

ZONE 2

ZONE 1

ZONE 4

TRACK CROSSING


GATE 2

GATE 3A

GATE 3B

GATE 1

GATE 4

ACCESS RAMP

SIMP

SON

TERR

ACE

MAISON DIEU ROAD

GOWRIE PARK

TRACK CLOSURE

TRACK CLOSURE



SCALE 1:250

CONT

ROL

MC01


EXISTING SURFACE

STAGE 6












GENERAL NOTES

N


3.0m

0.5mMIN

3.0m

0.5mMIN


STAGE NOTESWORKS TO BE UNDERTAKEN IN STAGE 6: RAIL TRAFFIC CEASED UNDER THREE

DAY TRACK POSSESSION (INCLUDINGSTAGE 5 WORKS)

REMOVE 'DROP IN SPAN' SIDE TRACKRAIL CROSSING

TRACK REINSTATEMENT RAIL TRAFFIC TO RE-COMMENCE AT

STAGE COMPLETION

REMOVE 'DROP IN SPAN'SIDE TRACK RAIL CROSSING

LEGEND


FOR REFERENCE


/


WZ

OZ

EZ

TZ

SZ


FROM MUSWELLBROOK

TO SINGLETON

MAIN NORTHERN

RAILWAY

STAGE 6

6060

//

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/

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REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:13

:37 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

rs\mh

iratos

\appd

ata\lo

cal\p

rojec

twise

\rms_

proje

cts\dm

s010

34\Q

B107

06-D

G-CS

-050

7.dwg

CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015



ZONE 3

ZONE 2

ZONE 1

ZONE 4


GATE 2

GATE 3A

GATE 3B

GATE 1

GATE 4

ACCESS RAMP

SIMP

SON

TERR

ACE

MAISON DIEU ROAD

GOWRIE PARK



SCALE 1:250

CONT

ROL

MC01


EXISTING SURFACE

STAGE 7













GENERAL NOTES

N



3.0m

0.5mMIN

3.0m

STAGE NOTESWORKS TO BE UNDERTAKEN IN STAGE 7: FURTHER REMOVAL OF NON ESSENTIAL

TEMPORARY SUPPORTS PREPARATION FOR EXISTING BRIDGE

DEMOLITION

0.5mMIN

LEGEND


FOR REFERENCE


/


WZ

OZ

EZ

TZ

SZ



FROM MUSWELLBROOK

TO SINGLETON

MAIN NORTHERN

RAILWAY

STAGE 7

//

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REVIEWED

DRAWING No REVPHASE

STATUS

DRAFTSPERSON

DRAFTING CHECK

DESIGNER

DESIGN CHECK

PROJECT MANAGER

INITIAL DATETITLE


RMS REGISTRATION No





DRAWN

PROJECT

VOLUME

DATE

: 4/03

/2015

5:14

:36 P

MLO

GIN

NAME

: HIR

ATOS

, MAT

TLO

CATI

ON: C

:\use

rs\mh

iratos

\appd

ata\lo

cal\p

rojec

twise

\rms_

proje

cts\dm

s010

34\Q

B107

06-D

G-CS

-050

8.dwg

CLIENT

RMS FILE No.

DESIGNER






01

CD

CONCEPT DESIGN

DS2014/005683

MH 09/01/2015

MRG 02/03/2015

MH 09/01/2015

MRG 02/03/2015













GENERAL NOTES

N


ZONE 3

ZONE 2

ZONE 1

ZONE 4


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