WATSON STREET UPGRADE NORTHERN HWY TO HUME FWY … · northern hwy to hume fwy duplication sb...

Issue Number

Controlled Copy

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Melbourne, VIC 3006, Australia

Level 15, 28 Freshwater Place, Southbank

CONCEPT DESIGN

NORTHERN HWY TO HUME FWY DUPLICATION

WATSON STREET UPGRADE

ISSUE DATEAPP'D AMENDMENT

GENERAL NOTES

ISSUEDRAWING NO.SHEET NO.FILE N0. CONTRACT NO.

DESIGNED

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Mittagong Creek

DUKE ST

McCARTHY CT

EDEN PL

WEDDING DR

QUEEN ST

MITCHELL

MELWAY MAP 646 REF B11

5

LOCALITY PLAN

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24.05.19

FINAL CONCEPT DESIGN

WALLAN

WALLAN

DVB SRETA

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A

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VICROADS

S.BONG

0002

J. FLORES

PS112864-01-CIV-0002.dgn


PS112864_Watson_Street_Upg

PS112864-01-CIV-0002


01.03.19 FOR INFORMATION ONLYSB

FOR INFORMATION ONLY

624.05.19


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TABLE OF CONTENTS

SHEET

No.

GENERAL

1

1

1

DRAWING

No.

COMPUTER FILE DESCRIPTION

COVER SHEET

TABLE OF CONTENTS

0001

0002

0003

LOCALITY KEY PLAN

1 0101

TYPICAL CROSS SECTIONS


S.BONG28.11.19DM

SB

VICROADS

0003

NOT TO SCALE

ALIGNMENT PLANS

1 ALIGNMENT PLAN2001

1 5001

LONGITUDINAL SECTIONS


1 GEOMETRIC PLAN1001

GEOMETRIC PLANS

2 5002 LONGITUDINAL SECTIONS





2 GEOMETRIC PLAN1002

1 0301

UTILITY ASSESSMENT SCHEDULE



2 0102 TYPICAL CROSS SECTIONS

3 0103 TYPICAL CROSS SECTIONS


NOTES:

PS112864-01-CIV-0003.dgn

WATSON STREET UPGRADEJ. FLORES


PS112864-01-CIV-0003


PS112864-01-CIV-0001.dgn

PS112864-01-CIV-0002.dgn

PS112864-01-CIV-0003.dgn

PS112864-01-CIV-0101.dgn

PS112864-01-CIV-0102.dgn

PS112864-01-CIV-0103.dgn

PS112864-01-CIV-0301.dgn

PS112864-01-CIV-1001.dgn

PS112864-01-CIV-1002.dgn

PS112864-01-CIV-2001.dgn

PS112864-01-CIV-2002.dgn

PS112864-01-CIV-2003.dgn

PS112864-01-CIV-2004.dgn

PS112864-01-CIV-2005.dgn

PS112864-01-CIV-5001.dgn

PS112864-01-CIV-5002.dgn

PS112864-01-CIV-5003.dgn

PS112864-01-CIV-5004.dgn


DESIGN SHALL BE ADOPTED.

UTILITY ASSESSMENT IS NOT PART OF THE SCOPE. ASSESSMENT CARRIED OUT DURING THE PREVIOUS 2.

THE PREVIOUS DESIGN DRAWING No. PS2113562A-CIV-0001 TO 5004.

THIS CONCEPT DESIGN IS BASED ON THE REVISED REQUIREMENTS FROM VICROADS AND SHALL SUPERSEDE 1.

6 ALIGNMENT PLAN2006 PS112864-01-CIV-2006.dgn

FOR INFORMATION ONLY24.05.19



GENERAL NOTES


DESIGNED

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APPROVED

wsp.com

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WSP DRAWING NO.

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PS112864-01-CIV-0101






GENERAL NOTES


DESIGNED

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PS11

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1.dgn

FILE:

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CAT:

APPROVED

LANE

THROUGH

DESIG

N

LIN

ELANE

TURN

RIGHT

LANE

TURN

LEFT

LANE

THROUGH VERGE

3.0% 3.0%

DESIG

N

LIN

E

RO

W

BO

UN

DA

RY

RO

W

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PR

OP

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2.00

VERGE

3.0% 3.0% 3.0% 2.5%2.5%

FO

OTP

AT

H

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ED

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LANE

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LANE

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LANE

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PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

AT

H

4.50

2.50

FO

OTP

AT

H

2.5%

CH 140.000

TYPICAL SECTION AT WATSON ST

CH 220.000


MEDIAN

MEDIAN

PR

OP

OS

ED

BO

UN

DA

RY

1.503.30VARIES3.303.503.30VARIES2.00

VERGE

FO

OTP

AT

H

2.5%

-R -F

1.503.303.303.30VARIES3.303.30VARIES

LANE

THROUGH

LANE

THROUGH

AND

RIGHT

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GENERAL NOTES


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CAR

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ED

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UN

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VERGE

3.0% 3.0%

2.5% 2.5%

3.0%

3.0%

3.0%

2.5%

FO

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AT

H

EXIS

TIN

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THROUGH

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PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

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H

4.50

2.5%

4.50

0.50

2.002.00

PATH

BICYCLE

FO

OTP

AT

H

2.5%

1.503.503.50VARIES3.503.503.501.502.00

0.50

2.00

FO

OTP

AT

H

4.50

CH 390.000


CH 880.000


MEDIAN

MEDIAN

VER

GE

1.503.303.30VARIES3.303.303.302.20

VARIES

-R -F-R -F

-R -F

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PS112864-01-CIV-0103






GENERAL NOTES


DESIGNED

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CH 980.000


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RO

W

BO

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DA

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LANE

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4.50

2.00

FO

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AT

H

PATH

BICYCLE

VER

GE

2.5% 2.5%

LANE

TURN

AND LEFT

THROUGH

4.50

VERGE

PATH

BICYCLE

0.50

2.00

FO

OTP

AT

H

2.5%

EDGE OF EXISTING FOOTPATH

MEDIAN

2.00VARIES3.503.50VARIES3.503.501.502.00

3.0% 3.0%

-R -F -R-F

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0301

NOT TO SCALE

WELLINGTON ST/NORTHERN HWY

NORTHERN HWY/WINDHAM ST

WINDHAM ST/MCCARTHY CRT

MCCARTHY CRT/WESTERN RAMP TERMINAL

















DISTRIBUTION GAS MAIN ALONG THE EAST SIDE OF WINDHAM ST

DISTRIBUTION GAS MAIN ALONG THE WEST SIDE OF MCCARTHY CRT

NO UNDERGROUND CABLES. NOT APPLICABLE.

ONE POWER POLE WILL BE IMPACTED BY THE NEW CARRIAGEWAY.

AND SOUTH SIDES OF WATSON ST UNDER EXISTING CARRIAGEWAY

UNDERGROUND TELECOMMUNICATION CABLES ALONG THE NORTH

THE EAST SIDE OF WELLINGTON ST

DISTRIBUTION GAS MAIN FROM SOUTH SIDE WATSON STREET TO

THE WEST SIDE OF CFA BUILDING

DISTRIBUTION GAS MAIN FROM SOUTH SIDE WATSON STREET TO

OF WATSON ST

UNDERGROUND TELECOMMUNICATION CABLES ALONG THE SOUTH SIDE

SOUTH SIDES OF WATSON ST

UNDERGROUND TELECOMMUNICATION CABLES ALONG THE NORTH AND

OF NORTHERN HWY INTERSECTION.

ONE JOINT LIGHTING AND POWER POLE AT THE SOUTH WEST SIDE

WATSON ST OUTSIDE THE EXISTING WESTBOUND CARRIAGEWAY.

OVERHEAD POWER LINE WITH POLES AT THE SOUTH SIDE OF

WEST SIDE OF WINDHAM INTERSECTION.

STATION. ONE JOINT LIGHTING AND POWER POLE AT THE SOUTH

THREE STREET LIGHTING POLES IN FRONT OF CFA AND POLICE

POLE AT THE SOUTH EAST SIDE OF NORTHERN HWY INTERSECTION.

NORTHERN HWY INTERSECTION. ONE JOINT LIGHTING AND POWER

ONE STREET LIGHTING POLE AT THE NORTH EAST SIDE OF



OF MCCARTHY CRT INTERSECTION.

ONE JOINT LIGHTING AND POWER POLE AT THE SOUTH WEST SIDE

WINDHAM ST INTERSECTION.

THREE STREET LIGHTING POLES AT THE NORTH EAST SIDE OF



THE NORTH.

EAST OF MCCARTHY CRT BEFORE CROSSING WATSON ST TOWARDS

OUTSIDE THE EXISTING WESTBOUND CARRIAGEWAY FOR ABOUT 50M

OVERHEAD POWER LINE AT THE SOUTH SIDE OF WATSON ST

ST OUTSIDE THE EXISTING WESTBOUND CARRIAGEWAY.

150 DIAMETER PVC PIPELINE ALONG THE SOUTH SIDE OF WATSON

CARRIAGEWAY.

SOUTH SIDE OF WATSON ST OUTSIDE THE EXISTING WESTBOUND

150 DIAMETER CAST IRON CEMENT LINED (CICL) PIPELINE ALONG THE

NORTHERN HWY INTERSECTION.

CARRIAGEWAYTO THE NORTH AT ABOUT 67M AWAY FROM

FROM THE 150 DIAMETER PVC PIPE ACROSS THE EXISTING

100 DIAMETER ASBESTOS CEMENT (AC) PIPELINE BRANCHES OFF





CARRIAGEWAY.

THE EAST SIDE OF WINDHAM ST OUTSIDE THE EXISTING

150 DIAMETER AC PIPELINE IN A NORTH-SOUTH DIRECTION ALONG

ST OUTSIDE THE EXISTING CARRIAGEWAY.

IN NORTH-SOUTH DIRECTION ALONG THE WEST SIDE OF WINDHAM

450 DIAMETER MILD STEEL CEMENT LINED (MSCL) PIPELINE RUNNING

TO PRIVATE PROPERTIES.

21M FROM THE MCCARTHY CRT INTERSECTION THEN TURNS SOUTH

OUTSIDE THE EXISTING WESTBOUND CARRIAGEWAY FOR ABOUT

225 DIAMETER VC PIPE ALONG THE SOUTH SIDE OF WATSON ST


58M FROM THE MCCARTHY CRT INTERSECTION THEN TURNS SOUTH




62M FROM THE WINDHAM ST INTERSECTION THEN TURNS SOUTH


150 DIAMETER PVC PIPE ALONG THE SOUTH SIDE OF WATSON ST

OUTSIDE THE ROW.


OUTSIDE THE ROW.

AND CONTINUES AS 375 DIAMETER VC PIPE TO THE SOUTH SIDE

OF WATSON ST UNDER THE EXISTING EASTBOUND CARRIAGEWAY

225 DIAMETER VITRIFIED CLAY (VC) PIPE ALONG THE NORTH SIDE

MCCARTHY CRT.

100 DIAMETER PVC PIPELINE TERMINATES AT ABOUT 12M EAST OF

ONE JOINT POLE AT MCCARTHY CRT INTERSECTION-

THREE LIGHTING POLES AT WINDHAM ST INTERSECTION-

FOUR POWER POLES AT THE SOUTH SIDE OF WATSON ST-

THE FOLLOWING WILL BE IMPACTED BY THE NEW CARRIAGEWAY:

ONE JOINT POLE AT WINDHAM INTERSECTION-

TWO LIGHTING POLES IN FRONT OF POLICE STATION-

ONE JOINT POLE AT NORTHERN HWY INTERSECTION-

TWO POWER POLES AT THE SOUTH SIDE OF WATSON ST-

THE FOLLOWING WILL BE IMPACTED BY THE NEW CARRIAGEWAY:

BY THE NEW WESTBOUND CARRIAGEWAY.

225 DIAMETER VC PIPE AND ONE JUNCTION PITS WILL BE IMPACTED

BYTHE NEW WESTBOUND CARRIAGEWAY.

225 DIAMETER VC PIPE AND TWO JUNCTION PITS WILL BE IMPACTED


150 DIAMETER PVC PIPE AND THREE JUNCTION PITS WILL BE IMPACTED


375 DIAMETER VC PIPE AND FOUR JUNCTION PITS WILL BE IMPACTED


375 DIAMETER VC PIPE AND TWO JUNCTION PITS WILL BE IMPACTED

WILL BE IMPACTED BY THE NEW WESTBOUND CARRIAGEWAY.

100 DIAMETER PVC PIPELINE AND ONE ABOVE GROUND HYDRANTS

WILL BE IMPACTED BY THE NEW WESTBOUND CARRIAGEWAY.

100 DIAMETER PVC PIPELINE AND TWO ABOVE GROUND HYDRANTS

ST WILL BE IMPACTED BY THE NEW SOUTHBOUND CARRIAGEWAY.

ABOVE GROUND HYDRANTS AT THE NORTHERN SECTION OF WINDHAM

SECTION OF 150 DIAMETER AC PIPELINE, ONE WATER VALVE AND TWO

NO IMPACT TO THE 450 DIAMETER MSCL PIPELINE.

NEW WESTBOUND CARRIAGEWAY.

HYDRANTS AND TWO WATER VALVES WILL BE IMPACTED BY THE

150 DIAMETER PVC AND CICL PIPELINES, TWO ABOVE GROUND

IMPACTED BY THE NEW WESTBOUND CARRIAGEWAY.

150 DIAMETER PVC PIPELINE AND TWO WATER VALVES WILL BE

WITH THE OVERHEAD POWER LINE.

NEW CARRIAGEWAY AND WILL NEED TO BE RELOCATED TOGETHER

ONE POWER POLE AND ONE JOINT POLE WILL BE IMPACTED BY THE

INTERSECTION WILL BE IMPACTED BY THE NEW CARRIAGEWAY

SECTION OF CABLE ON THE WEST SIDE OF MCCARTHY CRT

PATHS.

CABLES AND ASSOCIATED PIT WILL BE IMPACTED BY THE SHARED

CARRIAGEWAY.

CABLES AND ASSOCIATED PITS WILL BE IMPACTED BY THE NEW

THE NEW CARRIAGEWAY

CABLE MAY BE IMPACTED PENDING ON THE PAVEMENT DESIGN FOR

INTERSECTION WILL BE IMPACTED BY THE NEW CARRIAGEWAY.

SECTION OF GAS MAIN AT THE SOUTH WEST SIDE OF MCCARTHY CRT

INTERSECTION WILL BE IMPACTED BY THE NEW CARRIAGEWAY.

SECTION OF GAS MAIN AT THE NORTH EAST SIDE OF WINDHAM ST

IMPACTED BY THE NEW CARRIAGEWAY.

SECTION OF GAS MAIN AT THE SOUTH SIDE OF WATSON ST WILL BE

IMPACTED BY THE NEW CARRIAGEWAY.

SECTION OF GAS MAIN AT THE SOUTH SIDE OF WATSON ST WILL BE

UTILITY AUTHORITY POTENTIAL IMPACT

SCHEDULE OF UTILITY ASSESSMENT

UTILITY DESCRIPTION/LOCATIONGAS

TELECOM

ELECTRICITY

WATER

SEWER

APA

TELSTRA

AUSNET

YARRA WATER VALLEY

YARRA WATER VALLEY (YWV)

SCHEDULE

UTILITY ASSESSMENT

PS112864-01-CIV-0301.dgn



PS112864-01-CIV-0301






GENERAL NOTES


DESIGNED

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11/28/2019

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PS11

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CIV-0301.dgn

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CAT:

APPROVED

wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



WSP DRAWING NO.

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VICROADS

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FO

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HEET 2

GEOMETRIC PLAN

50

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25

25

PS112864-01-CIV-1001.dgn



PS112864-01-CIV-1001

WATSON ST EASTBOUND






GENERAL NOTES


DESIGNED

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WATSON ST

DD

BB

DD

B

B

DD

BB

B

B

BD

D

DD

DD

NO

RT

HER

N

HW

Y

WIN

DH

AM

ST

BD

DD

D D

D32.774

99°19'11"

68.976

96°46'37"

50.081

98°16'59"

75.512

96°46'37"

20.053

94°25'18"

19.992

96°46'37"

D

D D D D

57.378

94°11'20"DDD D

226.196

97°8'48"

R1 0 R

1 100

R1 2

00

R1 3

00

R1 4

00

R1 5

00

R1 6

00

R1 0.0

00

TC R1 5.5

90

CT

R1 2

0.8

27

TC R1 5

3.6

01

CT

R1 7

5.7

78

TC R1 14

4.7

54

CT

R1 16

3.16

3

TC R1 2

13.2

44

CT

R1 2

31.6

37

TC R1 3

07.14

9

CT

R1 3

23.5

93

TC R1 3

43.6

46

CT

R1 3

60.0

89

TC R1 3

80.0

82

CT

R1 3

98.14

9

TC R1 4

55.5

28

CT

R1 4

76.17

7

N 5857041.286

E 320997.020

N 5857016.841

E 321166.564

N 5856886.988

E 321162.858

N 5857017.195

E 321163.581

N 5857152.942

E 321170.959

N 5857065.694

E 321430.933

N 5856989.225

E 321426.341

N 5856989.225

E 321428.378

N 5856906.482

E 321423.193

5.590

97°34'29"

IP COORDINATES:

1°44'42"INTERSECTING ANGLE:

500.300

277°34'29"

RADIUS:

1CURVE NUMBER:

BEARING:

7.619ARC:

N 5857039.545

E 321010.114

IP COORDINATES:

-2°32'34"INTERSECTING ANGLE:

499.700

279°19'11"

RADIUS:

2CURVE NUMBER:

BEARING:

22.177ARC:

N 5857031.208

E 321060.917

IP COORDINATES:


700.300

276°46'37"

RADIUS:

3CURVE NUMBER:

BEARING:

18.409ARC:

N 5857020.673

E 321149.565

IP COORDINATES:


699.700

278°16'59"

RADIUS:

4CURVE NUMBER:

BEARING:

18.393ARC:

N 5857010.807

E 321217.334

D

IP COORDINATES:


400.000

276°46'37"

RADIUS:

5CURVE NUMBER:

BEARING:

16.444ARC:

N 5856999.841

E 321309.617

IP COORDINATES:


400.000

274°25'18"

RADIUS:

6CURVE NUMBER:

BEARING:

16.444ARC:

N 5856997.027

E 321346.007

IP COORDINATES:


400.000

276°46'37"

RADIUS:

7CURVE NUMBER:

BEARING:

18.068ARC:

N 5856992.632

E 321382.998

IP COORDINATES:


400.000

274°11'20"

RADIUS:

8CURVE NUMBER:

BEARING:

20.650ARC:

N 5856987.026

E 321459.533

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PS112864-01-CIV-1002.dgn



PS112864-01-CIV-1002

WATSON ST EASTBOUND






GENERAL NOTES


DESIGNED

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D

B

DD B

WATSON ST

B

B

McC

AR

TH

Y

ST

2.020

93°30'3"

70.479

96°19'33"

164.539

96°40'5"

163.890

89°48'27"

D

R1 7

00

R1 8

00

R1 9

00

R1 10

00

R1 110

0

R1 12

00

R1 13

00

R1 13

50

R1 13

50

TC R1 7

02.3

73

CT

R1 8

26.4

58

TC R1 8

28.4

78

CT

R1 8

78.5

25

TC R1 9

49.0

04

CT

R1 9

49.0

04

TC R1 1113

.544

CT

R1 118

6.18

9

R1 13

50.0

79DD

N 5856933.913

E 321939.672

N 5856911.258

E 322339.473

N 5856867.133

E 321915.426

N 5856935.720

E 321923.376

IP COORDINATES:


1950.000

277°8'48"

RADIUS:

9CURVE NUMBER:

BEARING:

124.084ARC:

N 5856949.878

E 321755.800 IP COORDINATES:


1015.000

273°30'03"

RADIUS:

10CURVE NUMBER:

BEARING:

50.047ARC:

N 5856944.445



606.700

276°40'5"

RADIUS:

11CURVE NUMBER:

BEARING:

72.645ARC:

N 5856910.585

E 322139.218

BEWARE OF UNDERGROUND SERVICES

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

APPROXIMATE ONLY AND THEIR EXACT POSITION

THE LOCATIONS OF UNDERGROUND SERVICES ARE

WARNING

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WSP DRAWING NO.

28.11.19DM

SB

C

24.05.19

E

D

C

B

A 0

200

20

N 5856900

N 5856900

N 5857000

N 5857100

N 5857100

E 3210

00

E 3210

00

E 32110

0

E 32110

0

E 3212

00

E 3213

00

E 3213

00

ALIGNMENT PLAN

1


24.05.19

VICROADS

S.BONG

2001

10

10

J. FLORES

PS112864-01-CIV-2001.dgn



PS112864-01-CIV-2001


01.03.19SB FOR INFORMATION ONLY



KEEP

CLEAR

BD

D

R2 0.000

TC R2 36.393

CT R2 49.518

BD

DB

BD

D

R3 100

R3 130 R3 130

R3 0.000

TC R3 43.264

CT R3 65.649

IP R3 79.624

IP R3 99.679

TC R3 107.681

CT R3 129.974

B D DD D

D DD D

D D D D

B D DD D

D DD D

D D D D

B D DD D

D DD D

D D D D

B D DD D

D DD D

D D D D

B D DD D

D DD D

D D D D

B D DD D

D DD D

D D D D

R1 10

0

R1 2

00

R1 3

00

R1 0.0

00

TC R1 5.5

90

CT

R1 2

0.8

27

TC R1 5

3.6

01

CT

R1 7

5.7

78

TC R1 14

4.7

54

CT

R1 16

3.16

3

TC R1 2

13.2

44

CT

R1 2

31.6

37

TC R1 3

07.14

9

CT

R1 3

23.5

93

TC R1 3

43.6

46

CT

R1 3

60.0

89

TO WHITTLESEA

TO WALLAN

LIMIT

OF

WO

RKS

LIMIT OF WORKS

PROPOSED BOUNDARY

PROPOSED BOUNDARY

PROPOSED BOUNDARY

HIG

H S

T

WATSON ST

WATSON ST

WELLIN

GT

ON S

T

ROW BOUNDARY

NO

RT

HER

N

HW

Y

RO

W

BO

UN

DA

RY

RO

W

BO

UN

DA

RY

NO

RT

HER

N

HW

Y

ROW BOUNDARY

2.5m FOOTPATH

2.0m FOOTPATH 2.0m FOOTPATH

SEPARATED PATH

4.5m TWO-WAY

SEPARATED PATH

4.5m TWO-WAY

SEPARATED PATH

4.5m TWO-WAY

FO

R

CO

NTIN

UA

TIO

N

REFER

TO S

HEET 2

FOR CONTINUATION REFER TO SHEET 5


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:3

3:2

8

AM

Default

PS11

2864-01-

CIV-2001.dgn

FILE:

PROJ:

CAT:

APPROVED






WARNING

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WSP DRAWING NO.

28.11.19DM

SB

C

24.05.19

E

D

C

B

A 0

200

20

N 5856900

N 5856900

N 5857000

N 5857100

E 3214

00

E 3214

00

E 3215

00

E 3215

00

E 3216

00

E 3216

00

E 3217

00

E 3217

00

ALIGNMENT PLAN

2

24.05.19


VICROADS

S.BONG

2002

10

10

J. FLORES

PS112864-01-CIV-2002.dgn



PS112864-01-CIV-2002





KEEP

CLEAR

BD

DB

R4 0.000

TC R4 31.456CT R4 34.665

R4 76.613

B

DD

DD

R5 0.000

TC R5 42.140

CT R5 50.759

TC R5 71.979

CT R5 82.948

D DD D

D

D DD D

D

D DD D

D

D DD D

D

D DD D

D

D DD D

D

R1 4

00

R1 5

00

R1 6

00

R1 7

00

CT

R1 3

60.0

89

TC R1 3

80.0

82

CT

R1 3

98.14

9

TC R1 4

55.5

28

CT

R1 4

76.17

7

TC R1 7

02.3

73

TO WHITTLESEAPROPOSED BOUNDARY

PROPOSED BOUNDARYTO WALLAN

WIN

DH

AM

ST

WIN

DH

AM

ST

WATSON ST

WATSON ST

ROW BOUNDARY

ROW BOUNDARY

RO

W

BO

UN

DA

RY

LIMIT OF WORKS

2.0m FOOTPATH2.0m FOOTPATH

2.5m FOOTPATH

4.5m TWO-WAY SEPARATED PATH

SEPARATED PATH

4.5m TWO-WAY

SEPARATED PATH

4.5m TWO-WAY

SEPARATED PATH

4.5m TWO-WAY

2.0m FOOTPATH

USE PATH

3.7m SHARED

EXISTING PATH

TIE INTO

EXISTING PATH

TIE INTO

EXISTING PATH

TIE INTO

EXISTING PATH

TIE INTO

FO

R

CO

NTIN

UA

TIO

N

REFER

TO S

HEET 1 FO

R

CO

NTIN

UA

TIO

N

REFER

TO S

HEET 3

FOR CONTINUATION REF

ER TO SHEET 6


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:3

3:4

1 A

M

Default

PS11

2864-01-

CIV-2002.d

gn

FILE:

PROJ:

CAT:

APPROVED






WARNING

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WSP DRAWING NO.

28.11.19DM

SB

C

24.05.19

E

D

C

B

A 0

200

20

N 5856800

N 5856900

N 5857000

N 5857000

E 3218

00

E 3218

00

E 3219

00

E 3219

00

E 322000

E 322000

E 32210

0

E 32210

0

ALIGNMENT PLAN

3

24.05.19


VICROADS

S.BONG

2003

10

10

J. FLORES

PS112864-01-CIV-2003.dgn



PS112864-01-CIV-2003





BB

R6 0.000

R6 69.047

DD D DDDD D DDDD D DDDD D DDDD D DDDD D DD

R1 8

00

R1 9

00

R1 10

00

R1 110

0

CT

R1 8

26.4

58

TC R1 8

28.4

78

CT

R1 8

78.5

25

TC R1 9

49.0

04

CT

R1 9

49.0

04

TO WHITTLESEA

TO WALLAN

PROPOSED BOUNDARY

WATSON ST

McC

AR

TH

Y

CT

MUNROE CT

SINCLAIR CT

WATSON ST

ROW BOUNDARY

ROW BOUNDAR

Y

ROW BOUNDARY

LIMIT OF WORKS

FUTURE WORKS

2.0m FOOTPATH

SEPARATED PATH

4.5m TWO-WAY

SEPARATED PATH

4.5m TWO-WAY

SEPARATED PATH

4.5m TWO-WAY

SEPARATED PATH

4.5m TWO-WAY

EXISTING PATH

TIE INTO

EXISTING PATH

TIE INTO

TIE INTO EXISTING PATH

FO

R

CO

NTIN

UA

TIO

N

REFER

TO S

HEET 2 FO

R

CO

NTIN

UA

TIO

N

REFER

TO S

HEET 4


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:3

3:5

2

AM

Default

PS11

2864-01-

CIV-2003.d

gn

FILE:

PROJ:

CAT:

APPROVED






WARNING

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WSP DRAWING NO.

28.11.19DM

SB

C

24.05.19

E

D

C

B

A 0

200

20

N 5856800

N 5856800

N 5856900

N 5857000

N 5857000

E 32210

0

E 32210

0

E 322200

E 322200

E 322300

E 322300

E 322400

E 322400

ALIGNMENT PLAN

4

24.05.19


VICROADS

S.BONG

2004

10

10

J. FLORES

PS112864-01-CIV-2004.dgn



PS112864-01-CIV-2004





D

D

B

D

D

B

D

D

B

D

D

B

D

D

B

D

D

B

R1 12

00

R1 13

00

R1 13

50

TC R1 1113

.544

CT

R1 118

6.18

9

TO WHITTLESEA

TO WALLAN

TO S

EYMO

UR

ROW BOUNDARY

LIMIT

OF

WO

RKS

STAGE 1 WORKS

WATSON STREET

LIMIT

OF

WO

RKS

McCA

RTHY C

T

WATSON ST

ROW BOUNDAR

Y

SEPARATED PATH

4.5m TWO-WAY

SEPARATED PATH

4.5m TWO-WAY

FO

R

CO

NTIN

UA

TIO

N

REFER

TO S

HEET 3


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:3

4:0

4

AM

Default

PS11

2864-01-

CIV-2004.d

gn

FILE:

PROJ:

CAT:

APPROVED


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:3

4:11

AM

Default

PS11

2864-01-

CIV-2005.d

gn

FILE:

PROJ:

CAT:

APPROVED






WARNING

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WSP DRAWING NO.

28.11.19DM

SB

C

24.05.19

E

D

C

B

A 0

200

20

N 585710

0

N 585710

0

N 5857200

N 5857200

N 5857300

N 5857300

N 5857400

N 5857400

E 321100

E 321100

E 321200

E 321200

E 321300

E 321300

ALIGNMENT PLAN

5

24.05.19


VICROADS

S.BONG

2005

10

10

J. FLORES

PS112864-01-CIV-2005.dgn



PS112864-01-CIV-2005





BB

R2 10

0

R2 13

6R2 13

6

IP

R2 99.2

69

R2 13

5.9

54

LIMIT

OF

WO

RKS

ROW BOUNDARY

NORTHERN HWY

ROW BOUNDARY

FUTURE WORKS

SEPARATED PATH

4.5m TWO-WAY

TIE INTO EXISTING PATH

FO

R

CO

NTIN

UA

TIO

N

REFER

TO S

HEET 1


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:3

4:16

AM

Default

PS11

2864-01-

CIV-2006.d

gn

FILE:

PROJ:

CAT:

APPROVED






WARNING

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WSP DRAWING NO.

28.11.19DM

C

24.05.19

E

D

C

B

A 0

200

20

ALIGNMENT PLAN

6

24.05.19


VICROADS

S.BONG

2006

10

10

J. FLORES

PS112864-01-CIV-2006.dgn



PS112864-01-CIV-2006


SB FOR INFORMATION ONLY

N 5856600

N 5856600

N 5856700

N 5856700

N 5856800

N 5856800

N 5856900

N 5856900

E 321300

E 321300

E 321400

E 321400

E 321500

E 321500

24.05.19


LIMIT

OF

WO

RKS

WINDHAM ST

ROW BOUNDARY

ED

EN P

L

2.0m FOOTPATHPATH

TIE INTO EXISTING

FO

R

CO

NTIN

UA

TIO

N

REFER

TO S

HEET 2

wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



WSP DRAWING NO.

28.11.19DM

SB

C

24.05.19

E

D

C

B

A 0

0

LONGITUDINAL SECTION

1

24.05.19


VICROADS

S.BONG

5001 42

WATSON ST PROFILE

PS112864-01-CIV-5001.dgn



J. FLORES

PS112864-01-CIV-5001


SB FOR INFORMATION ONLY01.03.19


4020



GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:2

7:4

3

AM

Default

PS11

2864-01-

CIV-5001.dgn

FILE:

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CAT:

APPROVED

300

305

310

315

320

325325

300

305

310

315

320

325325

RE

DU

CE

D

LE

VEL

RE

DU

CE

D

LE

VEL

EXISTING SURFACE

32

0.3

3

31

9.6

8

31

9.0

3

31

8.3

8

31

7.7

0

31

7.1

5

31

6.6

2

31

6.1

7

31

5.7

6

31

5.7

7

31

5.7

0

31

5.5

3

31

5.

51

31

5.4

0

31

5.4

0

31

5.2

7

31

5.0

6

31

4.9

3

31

4.7

6

31

4.

74

31

4.7

2

31

4.6

8

31

4.5

2

31

4.5

0

31

4.4

8

31

4.4

7

31

4.

34

31

4.1

6

31

4.1

6

31

4.0

8

31

3.9

8

31

3.9

7

31

3.9

3

31

3.9

0

31

3.8

0

31

3.

74

31

3.

64

31

3.

54

31

3.4

9

31

3.4

9

31

3.3

7

31

3.3

0

31

3.1

3

31

2.9

6

31

2.9

0

31

2.8

9

31

2.6

7

31

2.5

7

31

2.5

5

31

2.

51

31

2.4

0

31

2.3

2

31

2.3

6

31

2.3

5

31

2.2

3

31

2.

04

31

1.9

6

31

1.9

0

31

1.8

0

31

1.6

9

31

1.5

8

31

1.4

5

31

1.2

8

31

1.1

2

31

0.

94

GRADE LINE

31

9.

86

1

31

9.

28

1

31

8.

70

1

31

8.

12

1

31

7.

54

1

31

6.

99

4

31

6.

54

5

31

6.

19

6

31

5.

94

8

31

5.

79

9

31

5.

72

1

31

5.

64

6

31

5.

57

1

31

5.

49

6

31

5.

42

1

31

5.

34

6

31

5.

27

1

31

5.

19

6

31

5.

12

1

31

5.

04

6

31

4.

97

1

31

4.

89

6

31

4.

82

1

31

4.

74

6

31

4.

67

1

31

4.

59

6

31

4.

52

1

31

4.

44

6

31

4.

37

1

31

4.

29

6

31

4.

22

1

31

4.

14

6

31

4.

07

1

31

3.

99

6

31

3.

92

1

31

3.

84

6

31

3.

77

1

31

3.

69

6

31

3.

62

1

31

3.

54

6

31

3.

47

1

31

3.

39

6

31

3.

32

1

31

3.

24

6

31

3.

17

1

31

3.

09

6

31

3.

02

1

31

2.

94

6

31

2.

87

1

31

2.

79

6

31

2.

72

1

31

2.

64

6

31

2.

57

1

31

2.

49

6

31

2.

42

1

31

2.

34

6

31

2.

27

0

31

2.

18

6

31

2.

09

2

31

1.

98

8

31

1.

87

4

31

1.

75

0

31

1.

61

6

31

1.

47

2

CHAINAGE

R1

0.

00

0

R1

10.

00

0

R1

20.

00

0

R1

30.

00

0

R1

40.

00

0

R1

50.

00

0

R1

60.

00

0

R1

70.

00

0

R1

80.

00

0

R1

90.

00

0

R1

10

0.

00

0

R1

11

0.

00

0

R1

12

0.

00

0

R1

13

0.

00

0

R1

14

0.

00

0

R1

15

0.

00

0

R1

16

0.

00

0

R1

17

0.

00

0

R1

18

0.

00

0

R1

19

0.

00

0

R1

20

0.

00

0

R1

21

0.

00

0

R1

22

0.

00

0

R1

23

0.

00

0

R1

24

0.

00

0

R1

25

0.

00

0

R1

26

0.

00

0

R1

27

0.

00

0

R1

28

0.

00

0

R1

29

0.

00

0

R1

30

0.

00

0

R1

31

0.

00

0

R1

32

0.

00

0

R1

33

0.

00

0

R1

34

0.

00

0

R1

35

0.

00

0

R1

36

0.

00

0

R1

37

0.

00

0

R1

38

0.

00

0

R1

39

0.

00

0

R1

40

0.

00

0

R1

41

0.

00

0

R1

42

0.

00

0

R1

43

0.

00

0

R1

44

0.

00

0

R1

45

0.

00

0

R1

46

0.

00

0

R1

47

0.

00

0

R1

48

0.

00

0

R1

49

0.

00

0

R1

50

0.

00

0

R1

51

0.

00

0

R1

52

0.

00

0

R1

53

0.

00

0

R1

54

0.

00

0

R1

55

0.

00

0

R1

56

0.

00

0

R1

57

0.

00

0

R1

58

0.

00

0

R1

59

0.

00

0

R1

60

0.

00

0

R1

61

0.

00

0

R1

62

0.

00

0

R1

63

0.

00

0

R1

64

0.

00

0

R1

65

0.

00

0

R1

66

0.

00

0

R1

67

0.

00

0

B

B

BB

B

B

A

RL 320.2

79

CH

R1

32.7

82

D

RL 317.4

32

CH

R1

81.869

A

RL 315.9

68

CH

R1

107.119

D

RL 315.7

78

CH

R1

132.3

69

D

RL 312.3

02

CH

R1

595.9

41

A

RL 311.9

83

CH

R1

638.4

41-5.800%

-0.750%

K=10.0L=50.500

K=100.0L=85.000

NO

RT

HER

N

HW

Y

WIN

DH

AM

ST

wsp.com

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WSP DRAWING NO.

28.11.19DM

SB

C

24.05.19

E

D

C

B

A 0

0


2

24.05.19


VICROADS

S.BONG

5002

WATSON ST PROFILE

42PS112864-01-CIV-5002.dgn



J. FLORES

PS112864-01-CIV-5002




4020



GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:3

4:19

AM

Default

PS11

2864-01-

CIV-5002.d

gn

FILE:

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APPROVED

300

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300

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RE

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D

LE

VEL

RE

DU

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D

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EXISTING SURFACE

31

0.

94

31

0.

77

31

0.

65

31

0.

54

31

0.

32

31

0.

11

31

0.

05

30

9.

97

30

9.

88

30

9.

73

30

9.

52

30

9.

43

30

9.

34

30

9.

11

30

8.

90

30

8.

76

30

8.

66

30

8.

50

30

8.

28

30

8.

09

30

7.

94

30

7.

88

30

7.

87

30

7.

76

30

7.

58

30

7.

47

30

7.

46

30

7.

43

30

7.

34

30

7.

26

30

7.

13

30

6.

94

30

6.

90

30

6.

78

30

6.

70

30

6.

64

30

6.

55

30

6.

52

30

6.

47

30

6.

35

30

6.

24

30

6.

12

30

6.

04

30

5.

98

30

5.

93

30

5.

82

30

5.

73

30

5.

68

30

5.

49

30

5.

39

30

5.

36

30

5.

32

30

5.

24

30

5.

19

30

5.

07

30

4.

85

30

4.

63

30

4.

60

30

4.

55

30

4.

55

30

4.

43

30

4.

36

30

4.

17

30

4.

12

30

4.

11

30

4.

04

30

4.

01

30

3.

97

30

3.

96

GRADE LINE

31

1.

47

2

31

1.

31

8

31

1.

15

8

31

0.

99

8

31

0.

83

8

31

0.

67

8

31

0.

51

8

31

0.

35

8

31

0.

19

8

31

0.

03

8

30

9.

87

8

30

9.

71

8

30

9.

55

8

30

9.

39

8

30

9.

23

8

30

9.

07

8

30

8.

92

0

30

8.7

71

30

8.

63

2

30

8.

50

3

30

8.

38

4

30

8.

27

5

30

8.

17

6

30

8.

08

5

30

7.

99

5

30

7.

90

5

30

7.

81

5

30

7.

72

5

30

7.

63

5

30

7.

54

5

30

7.

45

5

30

7.

36

5

30

7.

27

5

30

7.

18

5

30

7.

09

5

30

7.

00

5

30

6.

91

5

30

6.

82

5

30

6.

73

5

30

6.

64

5

30

6.

55

5

30

6.

46

5

30

6.

37

5

30

6.

28

5

30

6.

19

5

30

6.

10

5

30

6.

01

5

30

5.

92

5

30

5.

83

5

30

5.

74

5

30

5.

65

5

30

5.

56

5

30

5.

47

5

30

5.

38

5

30

5.

29

5

30

5.

20

5

30

5.

11

5

30

5.

02

5

30

4.

93

5

30

4.

84

5

30

4.

75

5

30

4.

66

5

30

4.

57

5

30

4.

48

5

30

4.

39

5

30

4.

30

5

30

4.

21

5

30

4.

12

5

30

4.

03

5

CHAINAGE

R1

67

0.

00

0

R1

68

0.

00

0

R1

69

0.

00

0

R1

70

0.

00

0

R1

71

0.

00

0

R1

72

0.

00

0

R1

73

0.

00

0

R1

74

0.

00

0

R1

75

0.

00

0

R1

76

0.

00

0

R1

77

0.

00

0

R1

78

0.

00

0

R1

79

0.

00

0

R1

80

0.

00

0

R1

81

0.

00

0

R1

82

0.

00

0

R1

83

0.

00

0

R1

84

0.

00

0

R1

85

0.

00

0

R1

86

0.

00

0

R1

87

0.

00

0

R1

88

0.

00

0

R1

89

0.

00

0

R1

90

0.

00

0

R1

91

0.

00

0

R1

92

0.

00

0

R1

93

0.

00

0

R1

94

0.

00

0

R1

95

0.

00

0

R1

96

0.

00

0

R1

97

0.

00

0

R1

98

0.

00

0

R1

99

0.

00

0

R1

10

00.

00

0

R1

10

10.

00

0

R1

10

20.

00

0

R1

10

30.

00

0

R1

10

40.

00

0

R1

10

50.

00

0

R1

10

60.

00

0

R1

10

70.

00

0

R1

10

80.

00

0

R1

10

90.

00

0

R1

11

00.

00

0

R1

11

10.

00

0

R1

11

20.

00

0

R1

11

30.

00

0

R1

11

40.

00

0

R1

11

50.

00

0

R1

11

60.

00

0

R1

11

70.

00

0

R1

11

80.

00

0

R1

11

90.

00

0

R1

12

00.

00

0

R1

12

10.

00

0

R1

12

20.

00

0

R1

12

30.

00

0

R1

12

40.

00

0

R1

12

50.

00

0

R1

12

60.

00

0

R1

12

70.

00

0

R1

12

80.

00

0

R1

12

90.

00

0

R1

13

00.

00

0

R1

13

10.

00

0

R1

13

20.

00

0

R1

13

30.

00

0

R1

13

40.

00

0

R1

13

50.

00

0

R1

13

60.

00

0

B

B

B

B

B

D

RL 311.3

03

CH

R1

680.9

41

D

RL 309.0

14

CH

R1

824.0

14

A

RL 308.4

54

CH

R1

859.0

14

D

RL 308.139

CH

R1

894.0

14

A

RL 304.0

34

CH

R1

1350.0

79

-1.600%

-0.900%

K=100.0L=70.000

McC

AR

TH

Y

ST

D

RL 305.2

01

CH

R1

1310.6

46

RL 304.6

66

CH

R1

1281.991

RL 304.9

13

CH

R1

1253.3

37

DA

1.866%

K=21.0L=57.309

TIE INTO EXISTING

REFER DRAWING NUMBER PS112864-02-CIV-5002

TIE INTO FUTURE INTERCHANGE

wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



WSP DRAWING NO.

28.11.19DM

SB

C

24.05.19

E

D

C

B

A 0

0


3

24.05.19


VICROADS

S.BONG

5003 42

NORTHERN HWY NS PROFILE

PS112864-01-CIV-5003.dgn



J. FLORES

PS112864-01-CIV-5003




4020



GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:5

4:5

5

AM

Default

PS11

2864-01-

CIV-5003.d

gn

FILE:

PROJ:

CAT:

APPROVED

300

305

310

315

320

325

330

300

305

310

315

320

325

330

RE

DU

CE

D

LE

VEL

RE

DU

CE

D

LE

VEL

EXISTING SURFACE

31

5.

40

31

5.

40

31

5.

25

31

5.

33

31

5.

37

31

5.

39

31

5.

40

31

5.

47

31

5.

48

31

5.

60

31

5.

67

31

5.

74

31

5.

89

31

5.

98

31

6.

03

GRADE LINE

31

5.

46

4

31

5.

35

8

31

5.3

21

31

5.

35

0

31

5.3

81

31

5.4

11

31

5.

44

2

31

5.

47

3

31

5.

52

0

31

5.

60

2

31

5.

70

7

31

5.8

11

31

5.

91

0

31

5.

98

9

31

6.

03

5

CHAINAGE

R2

0.

00

0

R2

10.

00

0

R2

20.

00

0

R2

30.

00

0

R2

40.

00

0

R2

50.

00

0

R2

60.

00

0

R2

70.

00

0

R2

80.

00

0

R2

90.

00

0

R2

10

0.

00

0

R2

11

0.

00

0

R2

12

0.

00

0

R2

13

0.

00

0

R2

13

5.

95

4

A

RL 315.4

64

CH

R2 0.0

00

D

RL 315.3

78

CH

R2 7.9

05

A

RL 315.3

03

CH

R2 14.8

46

D

RL 315.3

25

CH

R2 21.786

D

RL 315.4

75

CH

R2 70.5

52

A

RL 315.5

07

CH

R2 80.8

94

D

RL 315.6

15

CH

R2 91.235

D

RL 315.8

54

CH

R2 11

4.0

86

A

RL 315.8

95

CH

R2 11

8.0

11

D

RL 315.9

26

CH

R2 12

1.935

-1.080% 0.308%1.047% 0

.779%

K=10.0L=13.881

K=28.0L=20.683

K=29.3L=7.848

300

305

310

315

320

325

330

300

305

310

315

320

325

330

RE

DU

CE

D

LE

VEL

RE

DU

CE

D

LE

VEL

EXISTING SURFACE

31

5.

43

31

5.

49

31

5.

56

31

5.

65

31

5.

80

31

5.

90

31

6.

04

31

6.

19

31

6.

29

31

6.

51

31

6.

53

31

6.

71

31

6.

86

31

7.

13

GRADE LINE

31

5.

46

9

31

5.

57

7

31

5.

67

2

31

5.

72

4

31

5.

81

0

31

5.

93

8

31

6.0

71

31

6.

20

5

31

6.

33

8

31

6.

47

2

31

6.

60

6

31

6.

73

9

31

6.

87

3

31

7.

00

6

CHAINAGE

R3

0.

00

0

R3

10.

00

0

R3

20.

00

0

R3

30.

00

0

R3

40.

00

0

R3

50.

00

0

R3

60.

00

0

R3

70.

00

0

R3

80.

00

0

R3

90.

00

0

R3

10

0.

00

0

R3

11

0.

00

0

R3

12

0.

00

0

R3

12

9.

97

4

A

RL 315.4

69

CH

R3 0.0

00

D

RL 315.6

25

CH

R3 14.5

09

A

RL 315.6

62

CH

R3 17.9

31

D

RL 315.6

79

CH

R3 21.353

D

RL 315.7

10

CH

R3 27.4

28

A

RL 315.7

54

CH

R3 36.2

00

D

RL 315.8

71

CH

R3 44.9

71

A

RL 317.0

06

CH

R3 12

9.9

74

1.080% 0.500%

1.335%

K=11.8L=6.844

K=21.0L=17.543

wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



WSP DRAWING NO.

28.11.19DM

SB

C

24.05.19

E

D

C

B

A 0

0


4

24.05.19


VICROADS

S.BONG

5004

WINDHAM ST SS PROFILE

42PS112864-01-CIV-5004.dgn



J. FLORES

PS112864-01-CIV-5004




4020



GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:5

4:5

7

AM

Default

PS11

2864-01-

CIV-5004.d

gn

FILE:

PROJ:

CAT:

APPROVED

300

305

310

315

320

325

330

300

305

310

315

320

325

330

RE

DU

CE

D

LE

VEL

RE

DU

CE

D

LE

VEL

EXISTING SURFACE

31

3.

35

31

3.

18

31

3.

10

31

3.

10

31

3.

07

31

3.

04

31

2.

96

31

2.

90

31

2.

88

GRADE LINE

31

3.

44

7

31

3.

26

2

31

3.

12

5

31

3.

13

3

31

3.

12

8

31

3.

08

3

31

3.

00

9

31

2.

93

4

31

2.

88

4

CHAINAGE

R4

0.

00

0

R4

10.

00

0

R4

20.

00

0

R4

30.

00

0

R4

40.

00

0

R4

50.

00

0

R4

60.

00

0

R4

70.

00

0

R4

76.

61

3

A

RL 313.4

47

CH

R4 0.0

00

D

RL 313.2

10

CH

R4 12.8

46

A

RL 313.102

CH

R4 18.7

35

D

RL 313.119

CH

R4 24.6

24

D

RL 313.124

CH

R4 26.2

99

A

RL 313.164

CH

R4 39.4

74

D

RL 313.0

65

CH

R4 52.6

49

-1.841% 0.300% -0.754%

K=5.5L=11.778

K=25.0L=26.350

300

305

310

315

320

325

330

300

305

310

315

320

325

330

RE

DU

CE

D

LE

VEL

RE

DU

CE

D

LE

VEL

A

RL 313.4

30

CH

R5 0.0

00

A

RL 313.4

90

CH

R5 3.2

67

D

RL 313.4

37

CH

R5 13.8

13

A

RL 313.3

97

CH

R5 21.834

D

RL 313.5

71

CH

R5 29.8

54

D

RL 313.6

97

CH

R5 35.6

36

A

RL 313.7

89

CH

R5 39.8

59

D

RL 313.8

50

CH

R5 44.0

82

1.841%

-0.500% 2.173%

1.458%

K=6.0L=16.041

K=11.8L=8.447

EXISTING SURFACE

31

3.

33

31

3.

32

31

3.

43

31

3.

55

31

3.

77

31

3.

93

31

4.

05

31

4.

15

31

4.

37

31

4.

42

GRADE LINE

31

3.

43

0

31

3.

45

6

31

3.

43

8

31

3.

57

4

31

3.

78

4

31

3.

93

7

31

4.

08

2

31

4.

22

8

31

4.

37

4

31

4.

41

7

CHAINAGE

R5

0.

00

0

R5

10.

00

0

R5

20.

00

0

R5

30.

00

0

R5

40.

00

0

R5

50.

00

0

R5

60.

00

0

R5

70.

00

0

R5

80.

00

0

R5

82.

94

8

Issue Number

Controlled Copy

www.wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



CONCEPT DESIGN


HUME FWY/WATSON ST INTERCHANGE UPGRADE


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:5

5:0

8

AM

Default

PS11

2864-02-CIV-0002.d

gn

FILE:

PROJ:

CAT:

APPROVED

WSP-PB DRAWING NO.

www.wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



C

E

D

C

B

A 0

1000

100

WALL

ARA

WATE

RS B

VD

McCARTHY CT

2

VICROADS

0002


50

50

12

34

5 6 7

TC R

4 0.0

00CT

R3 18

2.795

W1 0.0

00

CT

R1

605.0

57

R1 0.000

R2 8

34.210

TC R2 0.0

00

W1 114

6.9

61

HU

ME

FWY

WATSON ST

HU

ME F

WY

FREEWAY DR

CO

MM

ER

CIA

L

DR

WALLAN-WHITTLESEA RD

TO

MELBOURNE

TO WALLAN

TO WHITTLESEA

TO SEY

MOUR

WALLAN

WALLAN

MELWAY MAP 646 REF E11

Mittagong Creek

Mittagong

Creek

24.05.19

LOCALITY KEY PLAN24.05.19S. BONG

8

J. FLORES


PS112864-02-CIV-0002.dgn


PS112864-02-CIV-0002

28.11.19DM

SB

HUME FWY / WATSON ST INTERCHANGE UPGRADE




WSP-PB DRAWING NO.

www.wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



C

E

D

C

B

A

SHEET

No.

GENERAL

1

1

1

DRAWING

No.

COMPUTER FILE DESCRIPTION

COVER SHEET

TABLE OF CONTENTS

0001

0002

0003

TABLE OF CONTENTS

3

VICROADS

0003


NOT TO SCALE

24.05.19

S. BONG

24.05.19

ALIGNMENT PLANS

1

2

ALIGNMENT PLAN

ALIGNMENT PLAN

2001

2002







LOCALITY KEY PLAN

1

2

0101

3


1

2

GEOMETRIC PLAN1001

1002

3 1003

4 1004

5 1005

GEOMETRIC PLANS


0102

0103



GEOMETRIC PLAN

GEOMETRIC PLAN

GEOMETRIC PLAN

GEOMETRIC PLAN

1

2

5001

3



5002

5003








1 0301


SCHEDULE

6 1006 GEOMETRIC PLAN

NOTES:

J. FLORES


PS112864-02-CIV-0003.dgn


PS112864-02-CIV-0003

28.11.19DM

SB


PS112864-02-CIV-0001.dgn

PS112864-02-CIV-0002.dgn

PS112864-02-CIV-0003.dgn

PS112864-02-CIV-0101.dgn

PS112864-02-CIV-0102.dgn

PS112864-02-CIV-0103.dgn

PS112864-02-CIV-0301.dgn

PS112864-02-CIV-1001.dgn

PS112864-02-CIV-1002.dgn

PS112864-02-CIV-1003.dgn

PS112864-02-CIV-1006.dgn

PS112864-02-CIV-1004.dgn

PS112864-02-CIV-1005.dgn

PS112864-02-CIV-2001.dgn

PS112864-02-CIV-2002.dgn

PS112864-02-CIV-2003.dgn

PS112864-02-CIV-2004.dgn

PS112864-02-CIV-2007.dgn

PS112864-02-CIV-2008.dgn

PS112864-02-CIV-2005.dgn

PS112864-02-CIV-2006.dgn

PS112864-02-CIV-5001.dgn

PS112864-02-CIV-5002.dgn

PS112864-02-CIV-5003.dgn

PS112864-02-CIV-5004.dgn

PS112864-02-CIV-5005.dgn

PS112864-02-CIV-5006.dgn

PS112864-02-CIV-5007.dgn

PS112864-02-CIV-5008.dgn


DESIGN SHALL BE ADOPTED.

UTILITY ASSESSMENT IS NOT PART OF THE SCOPE. ASSESSMENT CARRIED OUT DURING THE PREVIOUS 2.

THE PREVIOUS DESIGN DRAWING No. PS2113543A-CIV-0001 TO 5008.

THIS CONCEPT DESIGN IS BASED ON THE REVISED REQUIREMENTS FROM VICROADS AND SHALL SUPERSEDE 1.




GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:5

5:11

AM

Default

PS11

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gn

FILE:

PROJ:

CAT:

APPROVED

VER

GE

LANE

TRAFFIC

LANE

TRAFFIC

DESIG

N

LIN

E

4:1

APPROX CH W1 230


LANE

TRAFFIC

SH

OU

LD

ER

DESIG

N

LIN

E

APPROX CH W1 340


LANE

TRAFFIC

LANE

TRAFFIC

LANE

TRAFFIC

LANE

TRAFFICTRAFFIC ISLAND

2.0%3.0% 3.0% 5.0%

2.0%

3.0%3.0%

4:1

4:1

DESIG

N

LIN

E

APPROX CH W1 530


LANE

TRAFFIC

LANE

TRAFFIC

LANE

TRAFFIC

LANE

TRAFFICMEDIAN VERGE

2:1

3.0%

3.0% 5.0%

DESIG

N

LIN

E

3:1max - VARIES

VER

GE

LANE

TRAFFIC

VERGE

SH

OU

LD

ER

SH

OU

LD

ER

PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

AT

H

4.50

2.5%

VER

GE

PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

AT

H

4.50

VER

GE

2.5%4:1

2.5%

PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

AT

H

VER

GE

4.50

1.50

1.50

1.50

GORE VERGE

VARIES1.00VARIES3.50VARIES3.503.501.50

2.5%

PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

AT

H

4.50

1.50

VER

GE

VERGE

VARIES3.503.50VARIES3.503.501.50

2.5%

PATH

BICYCLE

0.50

2.00

FO

OTP

AT

H

1.50

VER

GE

VARIES3.803.501.006.211.003.953.851.50

2:1

2.5%

PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

AT

H

4.50

1.50

VER

GE

2.00

4.50

-F -R

-R -F

-F -R-R -F

-F-R

-R-F


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:5

5:14

AM

Default

PS11

2864-02-CIV-010

1.dgn

FILE:

PROJ:

CAT:

APPROVED

WSP-PB DRAWING NO.

www.wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



C

E

D

C

B

A 0 2

20


1

VICROADS

0101


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S. BONG

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SB





DESIG

N

LIN

E

LANE

THROUGH

SH

OU

LD

ER EXISTING BRIDGE

BRIDGE

PEDESTRIAN

EXISTING

3.00

3.0%

1.15

DESIG

N

LIN

E

SH

OU

LD

ER

8.576.001.003.503.501.00

0.70

PATH

BICYCLE

2.5%

LANE

THROUGH

ANTI-THROW FENCE

LANE

THROUGH

LANE

THROUGH

DESIG

N

LIN

E

SH

OU

LD

ER

VER

GE

SH

OU

LD

ER

2.5%

LANE

THROUGH

LANE

THROUGH

3.0% 3.0%

2.00

0.50

2.00

FO

OTP

AT

H

4.50

PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

AT

H

4.50

ANTI-THROW FENCE

2.5%

1.003.503.503.503.501.00VARIES

PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

AT

H

4.50

MAINTAIN EXISTING BRIDGE

WITH NEW SUP BRIDGE

REPLACE EXISTING SUP BRIDGE

BRIDGE OVER HUME FWY


APPROX CH W1 1040


EXIS

TIN

G F

OO

TP

AT

H

ED

GE

PATH

BICYCLE

2.00

0.50

2.00

FO

OTP

AT

H

4.50

1.50

VER

GE

2.5%

4:1 4:1

-F -R

-F -R

-R -F

-R -F


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:5

5:17

AM

Default

PS11

2864-02-CIV-010

2.d

gn

FILE:

PROJ:

CAT:

APPROVED

WSP-PB DRAWING NO.

www.wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



C

E

D

C

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A 0 2

20


2

VICROADS

0102


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4

S. BONG

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DESIG

N

LIN

E

LANE

TRAFFIC

LANE

TRAFFIC

DESIG

N

LIN

E

1.501.004.431.001.50

VER

GE

VER

GE

SH

OU

LD

ER

SH

OU

LD

ER

LANE

TRAFFIC

DESIG

N

LIN

E

VER

GE

VER

GE

LANE

TRAFFICSHOULDER

5.0%

5.0% 5.0% 3.0%3.0%3.0%

3.0%

3.0%5.0%5.0%

4:1

4:1

DESIG

N

LIN

E

VER

GE

VER

GE

SH

OU

LD

ER

SH

OU

LD

ER

LANE

TRAFFIC

5.0%

3.0%

4:1

VERGEVERGE

4:15.0%

4:14:1

5.0%

4:1 4:1

APPROX CH 130

TYPICAL SECTION AT NORTHBOUND ENTRY RAMP R3

APPROX CH R1 500

TYPICAL SECTION AT NORTHBOUND EXIT RAMP R1

APPROX CH 065

TYPICAL SECTION AT SOUTHBOUND EXIT RAMP R4

APPROX CH R2 250

TYPICAL SECTION AT SOUTHBOUND ENTRY RAMP R2

1.503.503.501.50 1.503.503.001.50

1.501.005.001.001.50


GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:5

5:2

0

AM

Default

PS11

2864-02-CIV-010

3.d

gn

FILE:

PROJ:

CAT:

APPROVED

WSP-PB DRAWING NO.

www.wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



C

E

D

C

B

A 0 2

20


3

VICROADS

0103


4

4

S. BONG

24.05.19

24.05.19

J. FLORES


PS112864-02-CIV-0103.dgn


PS112864-02-CIV-0103

28.11.19DM

SB





WSP-PB DRAWING NO.

www.wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



C

E

D

C

B

A

1

VICROADS

0301


NOT TO SCALE

S. BONG

PROPOSED WORKS TIE-IN TO EXISTING CARRIAGEWAY. NO IMPACT TO THE CABLE.

PROPOSED WORKS TIE-IN TO EXISTING CARRIAGEWAY. NO IMPACT TO THE CABLE.

TELSTRA

AUSNET

AUSNET

NBN

NBN

AUSNET

NBN

TELECOM

TELECOM

ELECTRICITY

TELECOM

TELECOM

ELECTRICITY

ELECTRICITY2008

2007

2007

2006

2005

2003

2001

DRAWING No. UTILITY AUTHORITY LOCATION POTENTIAL IMPACT

SCHEDULE OF UTILITY ASSESSMENT

NORTHBOUND EXIT RAMP AT ABOUT CH R1 140

UNDERGROUND TELECOMMUNICATION CABLE CROSSING

WATSON STREET AT ABOUT CH W1 740


NORTHBOUND ENTRY RAMP AT ABOUT CH R3 100


SOUTHBOUND ENTRY RAMP AT ABOUT CH R2 100


PROPOSED WORKS TIE-IN TO EXISTING RAMP CARRIAGEWAY. NO IMPACT TO THE CABLE

SCHEDULE

PROPOSED CARRIAGEWAY OF EXIT RAMP.

SECTION OF UNDERGROUND TELECOMMUNICATION CABLE WILL BE UNDER THE

PROPOSED CARRIAGEWAY OF WATSON STREET EASTBOUND.


EXIT RAMP.

CABLE WILL BE UNDER THE PROPOSED CARRIAGEWAY OF THE ROUNDABOUT AND

TERMINAL IMPACTED BY THE PROPOSED SHARED PATH. SECTION OF UNDERGROUND

OVERHEAD POLE AT THE SOUTH WEST QUADRANT OF THE EASTERN ROUNDABOUT

PROPOSED CARRIAGEWAY OF ENTRY RAMP.


WATSON STREET.

OVERHEAD POWER CABLE ALONG THE SOUTH SIDE OF

CH R4 160.

TURN EAST CROSSING THE NORTHBOUND EXIT RAMP AT ABOUT

CABLE CROSSING THE ROUNDABOUT AT ABOUT CH W1 830, AND

STREET AND TURN NORTH AS LOW VOLTAGE UNDERGROUND

OVERHEAD POWER CABLE ALONG THE SOUTH SIDE OF WATSON

STREET AT ABOUT CH W1 40.

WATSON STREET AND BRANCHES OFF CROSSING WATSON

OVERHEAD POWER CABLE ALONG THE SOUTH SIDE OF

24.05.19

24.05.19

J. FLORES

UTILITY ASSESSMENT


PS112864-02-CIV-0301.dgn


PS112864-02-CIV-0301

28.11.19DM

SB






GENERAL NOTES


DESIGNED

HOR

VER

SCALE OF METRES

11/28/2019

9:5

5:2

3

AM

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PS11

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FILE:

PROJ:

CAT:

APPROVED

W1 0

W1 10

0

W1 2

00

W1 3

00

W1 4

00

W1 5

00

W1 6

00

TC

W1 0.0

00

PCC

W1 15

9.5

46

CT

W1 2

04.5

68

TC

W1 4

00.3

58

PRC

W1 4

34.587

PR

C

W1 4

58.023

CT

W1 5

40.115

195.790

190.004

D

A D D

AA

D

IP COORDINATES:


2818.400

97°19'38"

RADIUS:

1CURVE NUMBER:

BEARING:

159.546ARC:

N 5856917.808

E 322018.026

IP COORDINATES:


603.200

94°5'2"

RADIUS:

2CURVE NUMBER:

BEARING:

45.021ARC:

N 5856910.521



50.000

89°48'27"

RADIUS:

3CURVE NUMBER:

BEARING:

34.229ARC:

N 5856911.315

E 322356.207

IP COORDINATES:


20.600

50°35'3"

RADIUS:

4CURVE NUMBER:

BEARING:

23.436ARC:

N 5856930.989

E 322380.145

IP COORDINATES:


247.700

115°45'45"

RADIUS:

5CURVE NUMBER:

BEARING:

82.092ARC:

N 5856907.254

E 322429.312

N 5856927.984

E 321938.883

WSP-PB DRAWING NO.

www.wsp.com

Tel: +61 3 9861 1111 Fax: +61 3 9861 1144



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CO

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UA

TIO

N

REFER

TO S

HEET 2

GEOMETRIC PLAN

50

5025

25

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J. FLORES


PS112864-02-CIV-1001.dgn


PS112864-02-CIV-1001

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WATSON ST EASTBOUND

HUME FWY / WATSON ST INTERCHANGE UPG

WATSON STREET UPGRADE NORTHERN HWY TO HUME FWY … · northern hwy to hume fwy duplication sb...

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Transcript of WATSON STREET UPGRADE NORTHERN HWY TO HUME FWY … · northern hwy to hume fwy duplication sb...