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.
250
500
750
1
0
0
0
1250
0.000 T
P
237.122 T
P
3
5
3
.8
0
5
T
P
1
0
2
1
.1
2
8
T
P
1031.496 T
P
1288.312 T
P
V
IC
T
O
R
IA
S
T
D
U
K
E
S
T
ARDEN ST
ABBOTT ST
VE
RE
S
T
COWAN ST
SKINNER ST
WHARF ST
ARCHER ST
C
A
M
B
R
I
D
G
E
S
T
GW
YD
IR
H
WY
SP
RIN
G S
T
TH
RO
UG
H S
T
C
L
A
R
E
N
C
E
R
I
V
E
R
SU
SA
N
IS
LA
ND
250
500
750
1
0
0
0
1250
0.000 T
P
237.122 T
P
3
5
3
.8
0
5
T
P
1
0
2
1
.1
2
8
T
P
1031.496 T
P
1288.312 T
P
F
IT
Z
R
O
Y
S
T
C
LA
R
E
N
C
E
S
T
W
O
O
D
W
AR
D
S
T
O
LIV
E
R
S
T
B
A
C
O
N
S
T
P
R
IN
C
E
S
T
P
O
U
N
D
S
T
R
AILW
AY
W
E
LLE
Y
A
V
E
V
ILLIE
R
S
S
T
D
O
B
IE
S
T
K
E
N
T
S
T
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/
C
L
A
R
E
N
C
E
R
I
V
E
R
S
P
R
I
N
G
S
T
T
H
R
O
U
G
H
S
T
N
O
R
T
H
E
R
N
V
I
C
T
O
R
I
A
S
T
P
R
I
N
C
E
S
T
V
E
R
E
S
T
G
W
Y
D
I
R
H
W
Y
S
K
I
N
N
E
R
S
T
P
O
U
N
D
S
T
D
U
K
E
S
T
B
E
N
T
S
T
B
L
I
G
H
S
T
A
R
C
H
E
R
S
T
W
H
A
R
F
S
T
K
E
L
L
Y
S
T
R
Y
A
N
S
T
F
I
T
Z
R
O
Y
S
T
C
O
W
A
N
S
T
A
B
B
O
T
T
S
T
B
A
C
O
N
S
T
O
L
I
V
E
R
S
T
Q
U
E
E
N
S
T
0
2
5
0
5
0
0
7
5
0
1
0
0
0
1
2
5
0
0
.
0
0
0
T
P
1
0
5
.
3
3
9
T
P
2
7
5
.9
6
1
T
P
4
1
4
.9
6
3
T
P
1
0
4
5
.
3
5
2
T
P
1
3
0
5
.
3
9
6
T
P
S
U
S
A
N
I
S
L
A
N
D
B
E
N
T
S
T
M
A
I
N
R
A
I
L
W
A
Y
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
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/
G
W
Y
D
I
R
H
W
Y
1
7
0
1
.
0
2
9
T
P
1
4
0
0
.
9
1
5
T
P
7
5
0
5
0
0
9
8
2
.
4
0
4
T
P
1
5
0
0
1
2
5
0
1
0
0
0
2
5
0
0
.
0
0
0
T
P
C
L
A
R
E
N
C
E
R
I
V
E
R
A
R
M
I
D
A
L
E
S
T
S
P
R
I
N
G
S
T
P
A
C
I
F
I
C
H
W
Y
I
O
L
A
N
T
H
E
S
T
T
H
R
O
U
G
H
S
T
C
L
A
R
E
N
C
E
S
T
R
A
I
L
W
A
Y
V
I
C
T
O
R
I
A
S
T
P
R
I
N
C
E
S
T
S
P
R
I
N
G
S
T
V
E
R
E
S
T
S
K
I
N
N
E
R
S
T
P
O
U
N
D
S
T
D
U
K
E
S
T
B
A
C
O
N
S
T
B
E
N
T
S
T
B
L
I
G
H
S
T
A
R
C
H
E
R
S
T
W
H
A
R
F
S
T
K
E
L
L
Y
S
T
M
A
IN
N
O
R
T
H
E
R
N
R
Y
A
N
S
T
B
E
N
T
S
T
F
I
T
Z
R
O
Y
S
T
PA
CIF
IC
H
WY
Q
U
E
E
N
S
T
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/
B
R
E
I
M
B
A
S
T
C
L
A
R
E
N
C
E
R
I
V
E
R
0
2
5
0
500
7
5
0
1
0
0
0
1
2
5
0
1
5
0
0
1
7
5
0
2000
2
2
5
0
2
5
0
0
0
.
0
0
0
T
P
1
1
6
.
0
1
9
T
P
313.942 T
P
572.543 T
P
6
6
9
.
7
3
7
T
P
7
8
3
.
5
8
7
T
P8
4
4
.
0
6
5
T
P
8
4
4
.
0
6
5
T
P
8
7
4
.
3
0
8
T
P
9
2
8
.
6
8
3
T
P
9
4
1
.
0
3
0
T
P
1
0
2
7
.
5
0
5
T
P
1
1
1
2
.1
6
7
T
P
1
5
1
6
.8
1
3
T
P
1
7
3
3
.
3
3
7
T
P
1
8
7
7
.
4
2
9
T
P
1957.596 TP
1995.715 TP
2
0
6
5
.
4
9
7
T
P2
1
5
1
.
4
2
4
T
P
2
2
0
1
.
4
4
3
T
P
2
2
2
1
.
4
5
1
T
P
2
3
9
6
.
2
6
1
T
P
2
4
0
0
.
2
1
4
T
P
2
4
4
1
.
4
6
7
T
P
2
6
0
0
.
5
0
2
T
P
2
6
6
0
.
8
8
3
T
P
A
R
M
ID
A
L
E
S
T
S
P
R
I
N
G
S
T
P
A
C
I
F
I
C
H
W
Y
I
O
L
A
N
T
H
E
S
T
T
H
R
O
U
G
H
S
T
T
H
R
O
U
G
H
S
T
C
L
A
R
E
N
C
E
S
T
V
I
L
L
I
E
R
S
S
T
R
A
I
L
W
A
Y
V
I
C
T
O
R
I
A
S
T
P
R
I
N
C
E
S
T
S
P
R
I
N
G
S
T
V
E
R
E
S
T
G
W
Y
D
I
R
H
W
Y
S
K
I
N
N
E
R
S
T
P
O
U
N
D
S
T
D
U
K
E
S
T
B
A
C
O
N
S
T
B
E
N
T
S
T
B
L
I
G
H
S
T
A
R
C
H
E
R
S
T
W
H
A
R
F
S
T
K
E
L
L
Y
S
T
MAIN
N
O
R
T
H
E
R
N
O
L
I
V
E
R
S
T
W
O
O
D
W
A
R
D
S
T
W
E
L
L
E
Y
A
V
E
K
E
N
T
S
T
D
O
B
I
E
S
T
R
Y
A
N
S
T
B
E
N
T
S
T
F
I
T
Z
R
O
Y
S
T
P
A
C
IF
IC
H
W
Y
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/
C
L
A
R
E
N
C
E
R
I
V
E
R
A
R
M
ID
A
L
E
S
T
S
P
R
I
N
G
S
T
I
O
L
A
N
T
H
E
S
T
T
H
R
O
U
G
H
S
T
T
H
R
O
U
G
H
S
T
B
R
E
I
M
B
A
S
T
C
L
A
R
E
N
C
E
S
T
V
I
L
L
I
E
R
S
S
T
R
A
I
L
W
A
Y
V
I
C
T
O
R
I
A
S
T
S
P
R
I
N
G
S
T
V
E
R
E
S
T
G
W
Y
D
I
R
H
W
Y
S
K
I
N
N
E
R
S
T
P
O
U
N
D
S
T
B
A
C
O
N
S
T
B
E
N
T
S
T
B
L
I
G
H
S
T
A
R
C
H
E
R
S
T
W
H
A
R
F
S
T
K
E
L
L
Y
S
T
MAIN
N
O
R
T
H
E
R
N
O
L
I
V
E
R
S
T
W
O
O
D
W
A
R
D
S
T
W
E
L
L
E
Y
A
V
E
K
E
N
T
S
T
D
O
B
I
E
S
T
P
A
C
IF
IC
H
W
Y
P
A
C
I
F
I
C
H
W
Y
0
2
5
0
500
7
5
0
1
0
0
0
1
2
5
0
1
5
0
0
1
7
5
0
2000
2
2
5
0
0
.
0
0
0
T
P
1
1
6
.
0
1
9
T
P
313.942 T
P
564.026 T
P
6
6
2
.
8
9
7
T
P
1
1
1
0
.
6
7
6
T
P
1
2
5
3
.8
2
5
T
P
1
5
9
1
.2
1
9
T
P
1
7
4
0
.
1
6
1
T
P
1
8
7
9
.
2
8
2
T
P
1988.0
00 T
P
2096.3
87 T
P
2
1
5
9
.
5
5
2
T
P
2
3
9
4
T
P
F
I
T
Z
R
O
Y
S
T
R
Y
A
N
S
T
B
E
N
T
S
T
P
R
I
N
C
E
S
T
D
U
K
E
S
T
VILLIERS ST TO BE LOWERED
TO PROVIDE HIGH VEHICLE
CLEARANCE (5.3m) BENEATH
RAILWAY
PROPOSED
BRIDGE
EXISTING
BRIDGE
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/
G
W
Y
D
I
R
H
W
Y
C
L
A
R
E
N
C
E
R
I
V
E
R
A
R
M
I
D
A
L
E
S
T
S
P
R
I
N
G
S
T
P
A
C
I
F
I
C
H
W
Y
I
O
L
A
N
T
H
E
S
T
T
H
R
O
U
G
H
S
T
C
L
A
R
E
N
C
E
S
T
R
A
I
L
W
A
Y
V
I
C
T
O
R
I
A
S
T
P
R
I
N
C
E
S
T
S
P
R
I
N
G
S
T
V
E
R
E
S
T
S
K
I
N
N
E
R
S
T
P
O
U
N
D
S
T
D
U
K
E
S
T
B
A
C
O
N
S
T
B
E
N
T
S
T
B
L
I
G
H
S
T
A
R
C
H
E
R
S
T
W
H
A
R
F
S
T
K
E
L
L
Y
S
T
M
A
IN
N
O
R
T
H
E
R
N
D
O
B
I
E
S
T
R
Y
A
N
S
T
B
E
N
T
S
T
F
I
T
Z
R
O
Y
S
T
PA
CIF
IC
H
WY
Q
U
E
E
N
S
T
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
7
5
0
1
0
0
0
1
2
5
0
1500
1
7
5
0
2
0
0
0
2
2
5
0
0
.
0
0
0
T
P
1
1
6
.
0
1
9
T
P
3
1
3
.
9
4
2
T
P
5
6
4
.
0
2
6
T
P
6
6
2
.
8
9
7
T
P
1
1
1
4
.
0
5
6
T
P
1
9
9
5
.
2
0
6
T
P
2
4
3
5
.
1
2
1
T
P
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/
C
L
A
R
E
N
C
E
R
I
V
E
R
A
R
M
ID
A
L
E
S
T
T
H
R
O
U
G
H
S
T
B
R
E
I
M
B
A
S
T
C
L
A
R
E
N
C
E
S
T
V
I
L
L
I
E
R
S
S
T
S
P
R
I
N
G
S
T
D
U
K
E
S
T
B
A
C
O
N
S
T
B
E
N
T
S
T
K
E
L
L
Y
S
T
MAIN
N
O
R
T
H
E
R
N
O
L
I
V
E
R
S
T
W
O
O
D
W
A
R
D
S
T
W
E
L
L
E
Y
A
V
E
K
E
N
T
S
T
D
O
B
I
E
S
T
R
Y
A
N
S
T
B
E
N
T
S
T
H
E
B
E
R
S
T
A
L
IP
O
U
C
R
E
E
K
F
I
T
Z
R
O
Y
S
T
P
R
I
N
C
E
S
T
M
C
H
U
G
H
S
T
P
O
W
E
L
L
S
T
P
O
U
N
D
S
T
P
A
C
I
F
I
C
H
W
Y
I
O
L
A
N
T
H
E
S
T
2
5
0
500
7
5
0
1
0
0
0
1
2
5
0
1
5
0
0
1
7
5
0
2
0
0
0
0
.
0
0
0
T
P
3
2
.
9
3
4
T
P
4
2
.
5
7
4
T
P
7
0
.
7
3
7
T
P
1
7
8
.
3
0
4
T
P
6
8
6
.0
3
9
T
P
1
4
6
0
.0
1
7
T
P
1
6
0
1
.
2
6
5
T
P
2
0
6
0
.
8
9
4
T
P
P
A
C
IF
IC
H
W
Y
R
A
I
L
W
A
Y
PROPOSED
BRIDGE
EXISTING
BRIDGE
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/
C
L
A
R
E
N
C
E
R
I
V
E
R
A
R
M
ID
A
L
E
S
T
T
H
R
O
U
G
H
S
T
B
R
E
I
M
B
A
S
T
C
L
A
R
E
N
C
E
S
T
V
I
L
L
I
E
R
S
S
T
S
P
R
I
N
G
S
T
D
U
K
E
S
T
B
A
C
O
N
S
T
B
E
N
T
S
T
K
E
L
L
Y
S
T
MAIN
N
O
R
T
H
E
R
N
O
L
I
V
E
R
S
T
W
E
L
L
E
Y
A
V
E
K
E
N
T
S
T
D
O
B
I
E
S
T
R
Y
A
N
S
T
B
E
N
T
S
T
H
E
B
E
R
S
T
A
L
IP
O
U
C
R
E
E
K
F
I
T
Z
R
O
Y
S
T
P
R
I
N
C
E
S
T
M
c
H
U
G
H
S
T
P
O
W
E
L
L
S
T
P
O
U
N
D
S
T
P
A
C
I
F
I
C
H
W
Y
2
5
0
500
7
5
0
1
0
0
0
1
2
5
0
1
5
0
0
1
7
5
0
2
0
0
0
0
.
0
0
0
T
P
3
2
.
9
3
1
T
P
4
2
.
6
3
2
T
P
7
0
.
7
4
6
T
P
1
7
8
.
2
9
6
T
P
6
8
6
.0
3
3
T
P
1
6
2
4
.5
5
0
T
P
1
7
7
4
.
8
8
7
T
P
1
8
4
5
.
4
5
2
T
P
2
0
8
3
.
1
4
1
T
P
2
1
6
8
.
6
7
9
T
P
P
A
C
IF
IC
H
W
Y
I
O
L
A
N
T
H
E
S
T
W
O
O
D
W
A
R
D
S
T
R
A
I
L
W
A
Y
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
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/
C
L
A
R
E
N
C
E
R
I
V
E
R
2
5
0
5
0
0
7
5
0
1
0
0
0
1
2
5
0
1
5
0
0
1
7
5
0
2
0
0
0
0
.
0
0
0
T
P
5
4
.
6
9
1
T
P
2
5
6
.
8
2
6
T
P
7
0
7
.
2
1
2
T
P
9
3
3
.7
5
5
T
P
1
3
1
2
.
3
1
3
T
P
1
4
1
8
.6
3
5
T
P
1
6
5
6
.7
7
8
T
P
1
9
4
4
.
3
2
1
T
P
2
0
0
2
.
0
1
0
T
P
A
R
M
ID
A
L
E
S
T
S
P
R
I
N
G
S
T
P
A
C
I
F
I
C
H
W
Y
I
O
L
A
N
T
H
E
S
T
T
H
R
O
U
G
H
S
T
T
H
R
O
U
G
H
S
T
B
R
E
I
M
B
A
S
T
C
L
A
R
E
N
C
E
S
T
V
I
L
L
I
E
R
S
S
T
R
A
I
L
W
A
Y
V
I
C
T
O
R
I
A
S
T
P
R
I
N
C
E
S
T
S
P
R
I
N
G
S
T
V
E
R
E
S
T
G
W
Y
D
I
R
H
W
Y
S
K
I
N
N
E
R
S
T
P
O
U
N
D
S
T
D
U
K
E
S
T
B
A
C
O
N
S
T
B
E
N
T
S
T
B
L
I
G
H
S
T
A
R
C
H
E
R
S
T
W
H
A
R
F
S
T
K
E
L
L
Y
S
T
MAIN
N
O
R
T
H
E
R
N
O
L
I
V
E
R
S
T
W
O
O
D
W
A
R
D
S
T
W
E
L
L
E
Y
A
V
E
K
E
N
T
S
T
D
O
B
I
E
S
T
R
Y
A
N
S
T
B
E
N
T
S
T
F
I
T
Z
R
O
Y
S
T
P
A
C
IF
IC
H
W
Y
H
E
B
E
R
S
T
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
D
I
R
H
W
Y
C
L
A
R
E
N
C
E
R
I
V
E
R
A
R
M
I
D
A
L
E
S
T
S
P
R
I
N
G
S
T
I
O
L
A
N
T
H
E
S
T
T
H
R
O
U
G
H
S
T
C
L
A
R
E
N
C
E
S
T
R
A
I
L
W
A
Y
V
I
C
T
O
R
I
A
S
T
P
R
I
N
C
E
S
T
S
P
R
I
N
G
S
T
P
O
U
N
D
S
T
D
U
K
E
S
T
B
A
C
O
N
S
T
B
E
N
T
S
T
W
H
A
R
F
S
T
K
E
L
L
Y
S
T
M
A
IN
N
O
R
T
H
E
R
N
D
O
B
I
E
S
T
R
Y
A
N
S
T
B
E
N
T
S
T
F
I
T
Z
R
O
Y
S
T
PA
CIF
IC
H
WY
F
E
D
E
R
A
T
I
O
N
S
T
P
A
C
I
F
I
C
H
W
Y
R
E
I
D
S
T
H
U
N
T
E
R
S
T
H
E
B
E
R
S
T
VILLIERS ST TO BE LOWERED
TO PROVIDE HIGH VEHICLE
CLEARANCE (5.3m) BENEATH
RAILWAY
VIADUCT OVER
RAILWAY
CLARENCE ST
CLOSURE DEVIATED
TO FITZROY ST
A
L
I
P
O
U
C
R
E
E
K
A
L
I
P
O
U
S
T
OPTION ALIGNMENT AS
SHOWN IN JUNE 2011
COMMUNITY UPDATE
2
5
0
500
750
1000
1250
1
5
0
0
1
7
5
0
2
0
0
0
2
2
5
0
0
.
0
0
0
T
P
2
5
6
.
5
5
3
T
P
468.475 T
P
1262.419 T
P
1
8
2
8
.
3
3
4
T
P
2
0
7
2
.
5
4
8
T
P
2
2
1
3
.2
5
1
T
P
2
2
9
5
.3
5
0
T
P
2
3
5
9
.
3
7
3
T
P
2
4
3
1
.
1
0
7
T
P
EXISTING
BRIDGE
PROPOSED
BRIDGE
C
R
A
I
G
S
T
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. 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/
C
L
A
R
E
N
C
E
R
I
V
E
R
I
O
L
A
N
T
H
E
S
T
T
H
R
O
U
G
H
S
T
C
L
A
R
E
N
C
E
S
T
R
A
I
L
W
A
Y
V
I
C
T
O
R
I
A
S
T
P
R
I
N
C
E
S
T
S
P
R
I
N
G
S
T
P
O
U
N
D
S
T
D
U
K
E
S
T
B
A
C
O
N
S
T
M
A
I
N
D
O
B
I
E
S
T
B
E
N
T
S
T
F
I
T
Z
R
O
Y
S
T
P
A
C
IF
IC
H
W
Y
Q
U
E
E
N
S
T
H
E
B
E
R
S
T
VIADUCT
A
L
I
P
O
U
CR
EE
K
A
L
I
P
O
U
S
T
VILLIERS ST TO BE LOWERED
TO PROVIDE HIGH VEHICLE
CLEARANCE (5.3m) BENEATH
RAILWAY
POUND ST TO BE LOWERED
TO PROVIDE HIGH VEHICLE
CLEARANCE (5.3m) BENEATH
RAILWAY
OPTION ALIGNMENT AS
SHOWN IN JUNE 2011
COMMUNITY UPDATE
0
250
500
750
1
0
0
0
1
2
5
0
1
5
0
0
1
7
5
0
0.000 T
P
666.122 T
P
1
2
9
9
.
7
0
9
T
P
1
9
4
9
.
7
5
0
T
P
EXISTING
BRIDGE
PROPOSED
BRIDGE
N
O
R
TH
E
R
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 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/
C
L
A
R
E
N
C
E
R
I
V
E
R
P
A
C
I
F
I
C
H
W
Y
I
O
L
A
N
T
H
E
S
T
T
H
R
O
U
G
H
S
T
C
L
A
R
E
N
C
E
S
T
R
A
I
L
W
A
Y
S
P
R
I
N
G
S
T
P
O
U
N
D
S
T
D
U
K
E
S
T
B
A
C
O
N
S
T
M
A
I
N
N
O
R
T
H
E
R
N
D
O
B
I
E
S
T
B
E
N
T
S
T
F
I
T
Z
R
O
Y
S
T
P
A
C
IF
IC
H
W
Y
0
.
0
0
0
T
P
2
5
0
5
0
0
7
5
0
1000
1
2
5
0
1
5
0
0
1
7
5
0
2
0
0
0
8
0
4
.
9
3
9
T
P
1
2
8
6
.
2
1
9
T
P
2
1
5
5
.
8
4
3
T
P
A
L
I
P
O
U
CR
EE
K
A
L
I
P
O
U
S
TPROPOSED
BRIDGE
EXISTING
BRIDGE
VIADUCT
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 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/