7660

7680

7700

7720

7740

7760

7780

7800

7820

7840

7860

7880

7900

7920

7940

7960

7980

8000

8020

8040

8060 8080 8100 8120

8140

8160

8180

8200

8220

8240

8260

8280

8300

8320

8340

8360

7748.675 T

P

7800.153 T

P

7860.153 T

P

8300.690 TP

8360.690 TP

R 311m

R 1000

m

83

1

DP 879125

DP 225699

DP 225699

DP 225699 / DP 1212806

PM

PM

PMPM

From

Batem

ans B

ay

MR51

KINGSHIGHWAY

Bridgeview Road

Old N

elligen R

oad

ADJOIN

S SHE

ET 2

SHEET 01 OF 05

001

Key Plan

LEGEND

ISSUE STATUS SHEET No. ISSUE

DS2016 / 000480

A

RMS REGISTRATION No.

1PART

EDMS No.

EXTERNAL REFERENCE FILES REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

DRAWING FILE LOCATION / NAMEA3

SCALES ON A3 SIZE DRAWING

CO-ORDINATE SYSTEM HEIGHT DATUM

AHDMGA ZONE 56

CLIENT

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED FOR

DESIGN MODEL FILE(S) USED FOR DOCUMENTATION OF THIS DRAWING

FILE NAME ; FILE NAME

DRAWINGS / DESIGN PREPARED BY TITLE NAME

09/09/16

© Roads and Maritime Services

DESIGN

DESIGN CHECK

PLOT DATE / TIME PLOT BY

KozarosG

DRAWN

DRG CHECK

DESIGN MNGR

PROJECT MNGR

DATE

DESIGN LOT CODE

26/11/2014 3:52:29 PMC:\Data\Projects\SF2016_024446 - New Bridge at Nelligen - Concept\Microstation\REF\Ref_Border.dgn

DESIGN STAGE - CONCEPT

G.Kozaroski

B. Walters

G.Kozaroski

B.Walters

N.Cooke

T.Webster

09/09/16

09/09/16

09/09/16

09/09/16

09/09/16

NELLIGEN - EUROBODALLA SHIRE COUNCIL

MR51 - KINGS HIGHWAY

Realignment and New Bridge over

the Clyde River at Nelligen

Project Management

Freight and Regional Program

Freight and Regional Program Office

RA-

DESIGN SOUTHERN

ENGINEERING SERVICES

ROADS AND MARITIME SERVICES

Cadastral Boundary

Road Design (REF Proposal)

Drainage Elements

Device

Water Quality

NOT FOR CONSTRUCTION

8280

8300

8320

8340

8360

8380

8400

8420

8440

8460

8480

8500

8520

8540

8560

8580 8

600 8620 8640

8660

8680

8700

8720

8740

8760

8780

8800

8820

8840

8860

8880

8900

8920

8940

8960

8980

9000

8300.690 TP

8360.690 TP

8420.690 TP

8880.273 TP

8940.273 TP

R 250m

DP 755933

64

86

64

85

DP 755933

2

3

4

5

1

DP 134253

DP 25551

1

1

1

5

DP 122520

DP 1124496

DP 835401

DP 125344

7011

DP 105

5178

DP 758762

11

DP 879124

12

1

1

1

1

00

ADJOI

NS SH

EET 1

ADJOINS SHEET 3

MR51

KINGS

HIGHWAY

Thule R

oad

Clyde River

SEPP 14 WETLAND

SHEET 02 OF 05

002

Key Plan

LEGEND

ISSUE STATUS SHEET No. ISSUE

DS2016 / 000480

A

RMS REGISTRATION No.

1PART

EDMS No.

EXTERNAL REFERENCE FILES REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

DRAWING FILE LOCATION / NAMEA3

SCALES ON A3 SIZE DRAWING

CO-ORDINATE SYSTEM HEIGHT DATUM

AHDMGA ZONE 56

CLIENT

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED FOR

DESIGN MODEL FILE(S) USED FOR DOCUMENTATION OF THIS DRAWING

FILE NAME ; FILE NAME

DRAWINGS / DESIGN PREPARED BY TITLE NAME

09/09/16

© Roads and Maritime Services

DESIGN

DESIGN CHECK

PLOT DATE / TIME PLOT BY

KozarosG

DRAWN

DRG CHECK

DESIGN MNGR

PROJECT MNGR

DATE

DESIGN LOT CODE

26/11/2014 3:52:29 PMC:\Data\Projects\SF2016_024446 - New Bridge at Nelligen - Concept\Microstation\REF\Ref_Border.dgn

DESIGN STAGE - CONCEPT

G.Kozaroski

B. Walters

G.Kozaroski

B.Walters

N.Cooke

T.Webster

09/09/16

09/09/16

09/09/16

09/09/16

09/09/16

NELLIGEN - EUROBODALLA SHIRE COUNCIL

MR51 - KINGS HIGHWAY

Realignment and New Bridge over

the Clyde River at Nelligen

Project Management

Freight and Regional Program

Freight and Regional Program Office

RA-

DESIGN SOUTHERN

ENGINEERING SERVICES

ROADS AND MARITIME SERVICES

Cadastral Boundary

SEPP 14 Wetland

Road Design (REF Proposal)

Drainage Elements

Device

Water Quality

NOT FOR CONSTRUCTION

9500

8980

9000

9020

9040

9060

9080

9100

9120

9140

9160

9180

9200

9220 9240 9260 9280

9300 9320 9340

9360

9380

9400

9420

9440

9460

9480

60

80100

20

9024.255 T

P

9084.255 T

P

9222.978 T

P 9282.978 T

P

9342.978 T

P

9421.549 T

P

9481.549 T

P

9509.321 T

P

R 190m

R 285m

134

4

7011

15

7011

DP 105

5178

DP 519317

DP 758762

DP 755969

23

DP 703249

40

41DP 581048

3 2

DP 1074847

7

DP 758762

2

DP 223035

DP 758762

DP 223035

DP 1020615

12563

DP 758

762 4

5

6

11

1

1

1

1

1

00

00M9

ADJOIN

S S

HEET 2

Clyde River

KINGS

HIGHWAY

MR51

Reid Street

Maisies Lane

To Canberra

SEPP 14 WETLAND

SHEET 03 OF 05Key Plan

003

LEGEND

ISSUE STATUS SHEET No. ISSUE

DS2016 / 000480

A

RMS REGISTRATION No.

1PART

EDMS No.

EXTERNAL REFERENCE FILES REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

DRAWING FILE LOCATION / NAMEA3

SCALES ON A3 SIZE DRAWING

CO-ORDINATE SYSTEM HEIGHT DATUM

AHDMGA ZONE 56

CLIENT

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED FOR

DESIGN MODEL FILE(S) USED FOR DOCUMENTATION OF THIS DRAWING

FILE NAME ; FILE NAME

DRAWINGS / DESIGN PREPARED BY TITLE NAME

09/09/16

© Roads and Maritime Services

DESIGN

DESIGN CHECK

PLOT DATE / TIME PLOT BY

KozarosG

DRAWN

DRG CHECK

DESIGN MNGR

PROJECT MNGR

DATE

DESIGN LOT CODE

26/11/2014 3:52:29 PMC:\Data\Projects\SF2016_024446 - New Bridge at Nelligen - Concept\Microstation\REF\Ref_Border.dgn

DESIGN STAGE - CONCEPT

G.Kozaroski

B. Walters

G.Kozaroski

B.Walters

N.Cooke

T.Webster

09/09/16

09/09/16

09/09/16

09/09/16

09/09/16

NELLIGEN - EUROBODALLA SHIRE COUNCIL

MR51 - KINGS HIGHWAY

Realignment and New Bridge over

the Clyde River at Nelligen

Project Management

Freight and Regional Program

Freight and Regional Program Office

RA-

DESIGN SOUTHERN

ENGINEERING SERVICES

ROADS AND MARITIME SERVICES

Cadastral Boundary

SEPP 14 Wetland

Road Design (REF Proposal)

Road Design (EIS Proposal)

Drainage Elements

Device

Water Quality

NOT FOR CONSTRUCTION

ISSUE STATUS SHEET No. ISSUE

DS2016 / 000480

A

RMS REGISTRATION No.

1PART

EDMS No.

EXTERNAL REFERENCE FILES REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

DRAWING FILE LOCATION / NAMEA3

SCALES ON A3 SIZE DRAWING

CO-ORDINATE SYSTEM HEIGHT DATUM

AHDMGA ZONE 56

CLIENT

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED FOR

DESIGN MODEL FILE(S) USED FOR DOCUMENTATION OF THIS DRAWING

FILE NAME ; FILE NAME

DRAWINGS / DESIGN PREPARED BY TITLE NAME

09/09/16

© Roads and Maritime Services

DESIGN

DESIGN CHECK

PLOT DATE / TIME PLOT BY

KozarosG

DRAWN

DRG CHECK

DESIGN MNGR

PROJECT MNGR

DATE

DESIGN LOT CODE

26/11/2014 3:52:29 PMC:\Data\Projects\SF2016_024446 - New Bridge at Nelligen - Concept\Microstation\REF\Ref_Border.dgn

DESIGN STAGE - CONCEPT

G.Kozaroski

B. Walters

G.Kozaroski

B.Walters

N.Cooke

T.Webster

09/09/16

09/09/16

09/09/16

09/09/16

09/09/16

NELLIGEN - EUROBODALLA SHIRE COUNCIL

MR51 - KINGS HIGHWAY

Realignment and New Bridge over

the Clyde River at Nelligen

Project Management

Freight and Regional Program

Freight and Regional Program Office

RA-

DESIGN SOUTHERN

ENGINEERING SERVICES

ROADS AND MARITIME SERVICES

NS

NS

Tavel lane

Tavel lane

Shoulder

Shoulder

Bench Bench

Tavel lane

Tavel lane

Shoulder

Shoulder

Type S

O kerb

Type S

O kerb

7.0%

Footw

ay

Verge

2:1

2:1

3.5 3.52.5 2.5 1.02.0

1.02.53.53.52.51.0

(where specified)

Catch drain

(where specified)

Open drain

G4 Safety Barrier

Berm

7.0%-7.0%

-7.0%

TYPICAL SECTION IN CUT

TYPICAL SECTION IN FILL

LEGEND

Embankment material

Concrete - extruded

Existing pavement

Pavement (Refer to notes below)

NOTES

3. Pavement depth of 150mm has been adopted along access

carriageway

2. Pavement depth of 600mm has been adopted along through

concept stage. Pavement area shown is indicative only.

1. No approved pavement design has been provided at

10%

5.0

5.0

10%

10:1

10:1

4.0

Line drain

Line Drain

* *

* *

*Lane Widening where required

Pedestrian Fence

0.75:1

0.75:1

1.5:1

SHEET 04 OF 05Typical Sections

004

NOT FOR CONSTRUCTION

ISSUE STATUS SHEET No. ISSUE

DS2016 / 000480

A

RMS REGISTRATION No.

1PART

EDMS No.

EXTERNAL REFERENCE FILES REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

DRAWING FILE LOCATION / NAMEA3

SCALES ON A3 SIZE DRAWING

CO-ORDINATE SYSTEM HEIGHT DATUM

AHDMGA ZONE 56

CLIENT

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED FOR

DESIGN MODEL FILE(S) USED FOR DOCUMENTATION OF THIS DRAWING

FILE NAME ; FILE NAME

DRAWINGS / DESIGN PREPARED BY TITLE NAME

09/09/16

© Roads and Maritime Services

DESIGN

DESIGN CHECK

PLOT DATE / TIME PLOT BY

KozarosG

DRAWN

DRG CHECK

DESIGN MNGR

PROJECT MNGR

DATE

DESIGN LOT CODE

26/11/2014 3:52:29 PMC:\Data\Projects\SF2016_024446 - New Bridge at Nelligen - Concept\Microstation\REF\Ref_Border.dgn

DESIGN STAGE - CONCEPT

G.Kozaroski

B. Walters

G.Kozaroski

B.Walters

N.Cooke

T.Webster

09/09/16

09/09/16

09/09/16

09/09/16

09/09/16

NELLIGEN - EUROBODALLA SHIRE COUNCIL

MR51 - KINGS HIGHWAY

Realignment and New Bridge over

the Clyde River at Nelligen

Project Management

Freight and Regional Program

Freight and Regional Program Office

RA-

DESIGN SOUTHERN

ENGINEERING SERVICES

ROADS AND MARITIME SERVICES

NSNS

NS

Tavel lane

Tavel lane

3.53.5

Shoulder

2.5

Shoulder

2.52.0 0.6

0.6

0.1

Tavel lane

Tavel lane

Shoulder

Shoulder

3.53.5

Verge

Verge

1.01.0

-0.5% -0.2%

2:1

1:1

Tavel lane

Tavel lane

Shoulder

Shoulder

3.53.5

Verge

Verge

1.01.0

treament

Steepened batter

Retaining Wall

Var. 2.5

-3.0% -3.0%

7.0%7.0%

Type 'F' barrier

G4 Safety Barrier

G4 Safety Barrier

2:1

TYPICAL SECTION ON BRIDGE

Footw

ay

Barrier

Barrier

TYPICAL SECTION WITH RETAINING WALL

TYPICAL SECTION WITH STEEPENED BATTER

Enviromentally Sensitive Area

LEGEND

Embankment material

Existing pavement

Pavement (Refer to notes below)

NOTES

3. Pavement depth of 150mm has been adopted along access

carriageway

2. Pavement depth of 600mm has been adopted along through

concept stage. Pavement area shown is indicative only.

1. No approved pavement design has been provided at

Steepened Fill

* Lane Widening where required

**

* *

* *

SHEET 05 OF 05Typical Sections

005

NOT FOR CONSTRUCTION