Main Road 83 Summerland Way Additional Crossing of the Clarence River at Grafton

Page A25

Appendix 4 – Preliminary route options drawings This appendix presents basic plan and longitudinal section drawings for each of the 25 preliminary route options. The design criteria used for the development of these drawings is presented in Appendix 2.

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PROPOSED

BRIDGE

OPTION ALIGNMENT AS

SHOWN IN JUNE 2011

COMMUNITY UPDATE

VILLIERS ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

EXISTING

BRIDGE

PROPOSED

BRIDGE

N

O

R

TH

ER

N

M

A

I

N

PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

PRELIMINARY ROUTE OPTION

LEGEND - PLAN:

OPTION ALIGNMENT AS SHOWN IN

JUNE 2011 COMMUNITY UPDATE

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

NOTES

1. Q100 YEAR FLOOD LEVELS BASED ON LOWER

CLARENCE RIVER FLOOD STUDY REVIEW (WBM 2004).

2. IN ADDITION TO THE INTERSECTION UPGRADES

SHOWN ON THE PLAN, THE OPTION WOULD INCLUDE

AN UPGRADE OF THE FOLLOWING INTERSECTIONS :

- GWYDIR HWY / BENT ST

3. INTERSECTIONS REQUIRING AN UPGRADE INCLUDE:

• WHERE THE ESTIMATED NUMBER OF VEHICLES

APPROACHING THE INTERSECTIONS IS

RELATIVELY HIGH IN 2019 AND WOULD REQUIRE

INTERSECTION IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE TO

ACCOMMODATE TURNING VEHICLES

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

1

220422_SK6001.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 1 - PRELIMINARY ROUTE OPTION F

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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PROPOSED

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OPTION ALIGNMENT AS

SHOWN IN JUNE 2011

COMMUNITY UPDATE

VILLIERS ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

PRELIMINARY ROUTE OPTION

ROAD CLOSURE

LEGEND - PLAN:

OPTION ALIGNMENT AS SHOWN IN

JUNE 2011 COMMUNITY UPDATE

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

NOTES

1. Q100 YEAR FLOOD LEVELS BASED ON LOWER CLARENCE

RIVER FLOOD STUDY REVIEW (WBM 2004).

2. INTERSECTIONS REQUIRING AN UPGRADE INCLUDE:

• WHERE THE ESTIMATED NUMBER OF VEHICLES

APPROACHING THE INTERSECTIONS IS RELATIVELY HIGH

IN 2019 AND WOULD REQUIRE INTERSECTION

IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE TO

ACCOMMODATE TURNING VEHICLES.

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

2

220422_SK6002.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 1 - PRELIMINARY ROUTE OPTION E

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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VILLIERS ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

POUND ST

CONNECTION

TO EXISTING

BRIDGE

EXISTING

BRIDGE

PROPOSED

BRIDGE

PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

PRELIMINARY ROUTE OPTION

ROAD CLOSURE

LEGEND - PLAN:

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

NOTES

1. Q100 YEAR FLOOD LEVELS BASED ON LOWER CLARENCE

RIVER FLOOD STUDY REVIEW (WBM 2004).

2. INTERSECTIONS REQUIRING AN UPGRADE INCLUDE:

• WHERE THE ESTIMATED NUMBER OF VEHICLES

APPROACHING THE INTERSECTIONS IS RELATIVELY HIGH

IN 2019 AND WOULD REQUIRE INTERSECTION

IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE TO

ACCOMMODATE TURNING VEHICLES.

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

3

220422_SK6003.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION 5

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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PROPOSED

BRIDGE

EXISTING

BRIDGE

VILLIERS ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

PRELIMINARY ROUTE OPTION

ROAD CLOSURE

LEGEND - PLAN:

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

NOTES

1. Q100 YEAR FLOOD LEVELS BASED ON LOWER

CLARENCE RIVER FLOOD STUDY REVIEW (WBM 2004).

2. INTERSECTIONS REQUIRING AN UPGRADE INCLUDE:

• WHERE THE ESTIMATED NUMBER OF VEHICLES

APPROACHING THE INTERSECTIONS IS

RELATIVELY HIGH IN 2019 AND WOULD REQUIRE

INTERSECTION IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE TO

ACCOMMODATE TURNING VEHICLES.

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

4

220422_SK6004.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION A

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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VILLIERS ST TO BE LOWERED

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PROPOSED

BRIDGE

EXISTING

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BRIDGE

OVER

RAILWAY

VIADUCT

OVER

RAILWAY

PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

PRELIMINARY ROUTE OPTION

ROAD CLOSURE

LEGEND - PLAN:

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION: NOTES

1. Q100 YEAR FLOOD LEVELS BASED ON LOWER

CLARENCE RIVER FLOOD STUDY REVIEW

(WBM 2004).

2. INTERSECTIONS REQUIRING AN UPGRADE

INCLUDE:

• WHERE THE ESTIMATED NUMBER OF

VEHICLES APPROACHING THE

INTERSECTIONS IS RELATIVELY HIGH IN

2019 AND WOULD REQUIRE

INTERSECTION IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE

TO ACCOMMODATE TURNING VEHICLES.

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

5

220422_SK6005.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION B

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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VILLIERS ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

CONNECTION TO

NEW BRIDGE

POUND ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

BRIDGE OVER

RAILWAY

OPTION ALIGNMENT AS

SHOWN IN JUNE 2011

COMMUNITY UPDATE

250

5

0

0

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CLARENCE ST ROAD

CLOSURE DEVIATED

TO FITZROY ST

EXISTING

BRIDGE

PROPOSED

BRIDGE

PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

PRELIMINARY ROUTE OPTION

ROAD CLOSURE

LEGEND - PLAN:

OPTION ALIGNMENT AS SHOWN IN

JUNE 2011 COMMUNITY UPDATE

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

1. Q100 YEAR FLOOD LEVELS BASED ON LOWER

CLARENCE RIVER FLOOD STUDY REVIEW (WBM

2004).

2. INTERSECTIONS REQUIRING AN UPGRADE

INCLUDE:

• WHERE THE ESTIMATED NUMBER OF

VEHICLES APPROACHING THE

INTERSECTIONS IS RELATIVELY HIGH IN 2019

AND WOULD REQUIRE INTERSECTION

IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE TO

ACCOMMODATE TURNING VEHICLES.

NOTES

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

6

220422_SK6006.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION 6

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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0

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3

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7

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1

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PROPOSED

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EXISTING

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POUND ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

VILLIERS ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

PRELIMINARY ROUTE OPTION

LEGEND - PLAN:

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

1. Q100 YEAR FLOOD LEVELS BASED ON LOWER

CLARENCE RIVER FLOOD STUDY REVIEW (WBM

2004).

2. INTERSECTIONS REQUIRING AN UPGRADE

INCLUDE:

• WHERE THE ESTIMATED NUMBER OF

VEHICLES APPROACHING THE

INTERSECTIONS IS RELATIVELY HIGH IN 2019

AND WOULD REQUIRE INTERSECTION

IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE TO

ACCOMMODATE TURNING VEHICLES.

NOTES

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

7

220422_SK6007.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION C

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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PROPOSED

BRIDGE

EXISTING

BRIDGE

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OVERPASS

VILLIERS ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

PRELIMINARY ROUTE OPTION

LEGEND - PLAN:

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

1. Q100 YEAR FLOOD LEVELS BASED ON LOWER

CLARENCE RIVER FLOOD STUDY REVIEW (WBM

2004).

2. INTERSECTIONS REQUIRING AN UPGRADE

INCLUDE:

• WHERE THE ESTIMATED NUMBER OF

VEHICLES APPROACHING THE

INTERSECTIONS IS RELATIVELY HIGH IN 2019

AND WOULD REQUIRE INTERSECTION

IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE TO

ACCOMMODATE TURNING VEHICLES.

NOTES

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

8

220422_SK6008.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION D

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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PROPOSED

BRIDGE

EXISTING

BRIDGE

CLARENCE ST

OVERPASS

VILLIERS ST TO BE LOWERED

TO PROVIDE HIGH VEHICLE

CLEARANCE (5.3m) BENEATH

RAILWAY

PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

PRELIMINARY ROUTE OPTION

ROAD CLOSURE

LEGEND - PLAN:

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

1. Q100 YEAR FLOOD LEVELS BASED ON LOWER

CLARENCE RIVER FLOOD STUDY REVIEW (WBM

2004).

2. INTERSECTIONS REQUIRING AN UPGRADE

INCLUDE:

• WHERE THE ESTIMATED NUMBER OF

VEHICLES APPROACHING THE

INTERSECTIONS IS RELATIVELY HIGH IN 2019

AND WOULD REQUIRE INTERSECTION

IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE TO

ACCOMMODATE TURNING VEHICLES.

NOTES

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

9

220422_SK6009.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION I

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

G

W

Y

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ROAD CLOSURE

LEGEND - PLAN:

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INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

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LEGEND - LONGITUDINAL SECTION:

NOTES

1. Q100 YEAR FLOOD LEVELS BASED ON

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REVIEW (WBM 2004).

2. IN ADDITION TO THE INTERSECTION

UPGRADES SHOWN ON THE PLAN, THE

OPTION WOULD INCLUDE AN UPGRADE

OF THE FOLLOWING INTERSECTIONS :

- FITZROY ST / PRINCE ST

3. INTERSECTIONS REQUIRING AN

UPGRADE INCLUDE:

• WHERE THE ESTIMATED NUMBER OF

VEHICLES APPROACHING THE

INTERSECTIONS IS RELATIVELY

HIGH IN 2019 AND WOULD REQUIRE

INTERSECTION IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN

UPGRADE TO ACCOMMODATE

TURNING VEHICLES.

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

10

220422_SK6010.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION 8

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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OPTION ALIGNMENT AS

SHOWN IN JUNE 2011

COMMUNITY UPDATE

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0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

PRELIMINARY ROUTE OPTION

LEGEND - PLAN:

OPTION ALIGNMENT AS SHOWN IN

JUNE 2011 COMMUNITY UPDATE

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

NOTES

1. Q100 YEAR FLOOD LEVELS BASED ON WBM LOWER

CLARENCE RIVER FLOOD STUDY 2004.

2. IN ADDITION TO THE INTERSECTION UPGRADES

SHOWN ON THE PLAN, THE OPTION WOULD

INCLUDE AN UPGRADE OF THE FOLLOWING

INTERSECTIONS :

- PACIFIC HWY / GWYDIR HWY

- GWYDIR HWY / BENT ST

3. INTERSECTIONS REQUIRING AN UPGRADE

INCLUDE:

• WHERE THE ESTIMATED NUMBER OF

VEHICLES APPROACHING THE INTERSECTIONS

IS RELATIVELY HIGH IN 2019 AND WOULD

REQUIRE INTERSECTION IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE TO

ACCOMMODATE TURNING VEHICLES.

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

11

220422_SK6011.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION 9

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/

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PLAN

LONGITUDINAL SECTION

0 100

HORIZONTAL SCALE 1:5000m

200 300 400 500

VERTICAL SCALE 1:1000m

0 20 40 60 80 100

PRELIMINARY ROUTE OPTION

ROAD CLOSURE

LEGEND - PLAN:

INTERSECTION UPGRADE -

TREATMENT TO BE DETERMINED

EMBANKMENT

CLARENCE RIVER

LEGEND - LONGITUDINAL SECTION:

NOTES

1. Q100 YEAR FLOOD LEVELS BASED ON WBM

LOWER CLARENCE RIVER FLOOD STUDY 2004.

2. IN ADDITION TO THE INTERSECTION

UPGRADES SHOWN ON THE PLAN, THE

OPTION WOULD INCLUDE AN UPGRADE OF

THE FOLLOWING INTERSECTIONS :

- PACIFIC HWY / GWYDIR HWY

- GWYDIR HWY / BENT ST

3. INTERSECTIONS REQUIRING AN UPGRADE

INCLUDE:

• WHERE THE ESTIMATED NUMBER OF

VEHICLES APPROACHING THE

INTERSECTIONS IS RELATIVELY HIGH IN

2019 AND WOULD REQUIRE

INTERSECTION IMPROVEMENTS.

• THOSE THAT WILL REQUIRE AN UPGRADE

TO ACCOMMODATE TURNING VEHICLES.

REGISTRATION NUMBER

DRAWING SHEET No.

No. Amendment Description Initials Date

This sheet may be prepared using colour and may be incomplete if copiedA1 original

SCALES

DESIGNED

REVIEWED

FILE No. PRINTED DATE

Arup Pty Ltd

ABN 18 000 966 165

ROADS AND MARITIME SERVICES

06/12/2011

12

220422_SK6012.dwg

-

0083.086.BA.2016

CLARENCE VALLEY COUNCIL

MAIN ROAD 83 - SUMMERLAND WAY

ADDITIONAL CROSSING OF THE CLARENCE RIVER AT GRAFTON

CORRIDOR 2 - PRELIMINARY ROUTE OPTION 10

PLAN AND LONGITUDINAL SECTION

A

B

C

D

E

PROR - PART 2 - DRAFT 1

PROR - PARTS 1 & 2 - DRAFT 2

PROR - PARTS 1 & 2 - DRAFT 3

PROR - PARTS 1 & 2 - ISSUE

PROR - FINAL - RMS NAME UPDATED

REB

30/08/2011

REB 26/09/2011

REB 6/10/2011

REB 24/10/2011

REB 6/12/2011

Created using CADplot http://www.oasys-

software.com/cadplot/