12.00

12.00

12.50

12.50

12.50

12.50

13.00

SPENCER GULF

MOONTA

BAY ROAD

RECREATION RD

MC10L=312.59m

B=131°56'16"

380

400

420

440

460

480

500

520

540

560

580

SAG 392

13.00

13.50

13.50

14.00

14.00

14.50

14.50

14.50

MOONTA

SPENCER GULF

BAY ROAD

MC10R=1629.01m

L=10.00m L=191.18mB=132°17'22"

580

600

620

640

660

680

700

720

740

760

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVEDc

DESIGN

A1THIS DRAWING REMAINS THE PROPERTY OF GREENHILLENGINEERS PTY LTD AND MAY NOT BE COPIED IN ANYWAY WITHOUT PRIOR APPROVAL FROM THIS COMPANY.

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:

GREENHILL ENGINEERS PTY L TD

GREENHILLLevel 1, 64 Hindmarsh Square

Adelaide SA 5000T: 08 8406 1300

ABN 39 061 222 964

NOT FOR CONSTRUCTIONFINAL SURFACE CONTOURSMC10; CH 380 TO CH 780

19-2230-019 D

JL NS

PC JL

KZ 30.06.20

19-2230-019

A 18.02.20 PRELIMINARY DESIGN GF NK -

B 02.03.20 PRELIMINARY DESIGN GF NK -

C 06.04.20 ISSUED FOR APPROVAL JL PC -

D 03.07.20 ISSUED FOR APPROVAL BJC BJC -

FOR

CONT

INUA

TION

SEE

SHE

ET 02

0

780

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR

CONT

INUA

TION

SEE

BEL

OW

580

FOR

CONT

INUA

TION

SEE

SHE

ET 01

8

NOTE:1. FOR STANDARD NOTES SEE DRG 19-2230-094.

15.00

15.0015.00

15.00

15.00

15.00

15.00

15.00

15.00

15.00

15.50

15.50

15.50

16.00

16.00

16.50

16.50

SPENCER GULF

MOONTA

BAY ROAD

HUGHES AVE

HIGHVIEW GR

MC10MC10

R=-550.00mL=123.52m

780 800 820 840 860 880

900

920

940

960

980

CREST 876

0 L=4.72mB=221°57'37"

R=27.35m

L=36.59m

L=5.95m

B=298°35'24"47

10

20

30

40

MCC0

14.00

14.50

14.50

14.50

14.50

14.50

14.5014.50

SPENCER GULF

MOONTA

ANDE

RSON

CT

ROAC

H CT

BAY ROADCONN

OR R

D

MC10L=200.89m

B=119°25'19" R=2058.75mL=10.00m

980

1000

1020

1040

1060

1080

1100

1120

1140

1160

1180

SAG 1047

CREST 1111

SAG 1169

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVEDc

DESIGN

A1THIS DRAWING REMAINS THE PROPERTY OF GREENHILLENGINEERS PTY LTD AND MAY NOT BE COPIED IN ANYWAY WITHOUT PRIOR APPROVAL FROM THIS COMPANY.

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:

GREENHILL ENGINEERS PTY L TD

GREENHILLLevel 1, 64 Hindmarsh Square

Adelaide SA 5000T: 08 8406 1300

ABN 39 061 222 964

NOT FOR CONSTRUCTIONFINAL SURFACE CONTOURSMC10; CH 780 TO CH 1180

19-2230-020 D

JL NS

PC JL

KZ 30.06.20

19-2230-020

A 18.02.20 PRELIMINARY DESIGN GF NK -

B 02.03.20 PRELIMINARY DESIGN GF NK -

C 06.04.20 ISSUED FOR APPROVAL JL PC -

D 03.07.20 ISSUED FOR APPROVAL BJC BJC -

FOR

CONT

INUA

TION

SEE

SHE

ET 01

9

FOR

CONT

INUA

TION

SEE

SHE

ET 02

1

1180

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR CONTINUATION SEE BELOW

980

NOTE:1. FOR STANDARD NOTES SEE DRG 19-2230-094.

15.00

15.00

15.00

15.50

15.50

SPENCER GULF

MOONTA

CHAL

LA C

T

BAY ROAD

MC10L=278.87m

B=119°42'1"

1180

1200

1220

1240

1260

1280

1300

1320

1340

1360

1380

CREST 1349

15.0015.00

15.00

15.00

15.00

15.00

15.00

15.00

15.00

15.00

SPENCER GULF

MOONTA

MARI

LYN

ST

BART

LETT

ST

BAY ROAD

MC10R=-2927.48m

L=10.00m L=221.70mB=119°30'16"

1380

1400

1420

1440

1460

1480

1500

1520

1540

1560

1580

SAG 1529

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVEDc

DESIGN

A1THIS DRAWING REMAINS THE PROPERTY OF GREENHILLENGINEERS PTY LTD AND MAY NOT BE COPIED IN ANYWAY WITHOUT PRIOR APPROVAL FROM THIS COMPANY.

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:

GREENHILL ENGINEERS PTY L TD

GREENHILLLevel 1, 64 Hindmarsh Square

Adelaide SA 5000T: 08 8406 1300

ABN 39 061 222 964

NOT FOR CONSTRUCTIONFINAL SURFACE CONTOURSMC10; CH 1180 TO CH 1580

19-2230-021 D

JL NS

PC JL

KZ 30.06.20

19-2230-021

A 18.02.20 PRELIMINARY DESIGN GF NK -

B 02.03.20 PRELIMINARY DESIGN GF NK -

C 06.04.20 ISSUED FOR APPROVAL JL PC -

D 03.07.20 ISSUED FOR APPROVAL BJC BJC -

FOR

CONT

INUA

TION

SEE

SHE

ET 02

0

FOR

CONT

INUA

TION

SEE

SHE

ET 02

2

1580

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR

CONT

INUA

TION

SEE

BEL

OW

1380

NOTE:1. FOR STANDARD NOTES SEE DRG 19-2230-094.

15.5015.50

16.00

16.00

16.00

16.50

16.50

16.5016.50

16.50

16.50

16.50

16.50

17.00

MOONTA

SPENCER GULF

MOONTA

KITTO

RD

HAYLOCK RDBAY ROAD

MC10

MC10

R=-360.00mL=168.40m

1780 1800 1820 1840

1860

1880

1900

1920

1940

1960

1980

CREST 1816

SAG 1857

0 L=5.42mB=194°20'53"

R=50.00m

L=29.53m

L=17.84mB=228°11'24"

53

10

20

30

40

50

MCL0

15.00 15.50

15.50

15.50

16.00

16.00

16.00

16.00

SPENCER GULF

MOONTABAY ROAD

MC10R=-1344.79m

L=10.00m L=108.40mB=119°4'42"

1580

1600

1620

1640

1660

1680

1700

1720

1740

1760

1780

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVEDc

DESIGN

A1THIS DRAWING REMAINS THE PROPERTY OF GREENHILLENGINEERS PTY LTD AND MAY NOT BE COPIED IN ANYWAY WITHOUT PRIOR APPROVAL FROM THIS COMPANY.

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:

GREENHILL ENGINEERS PTY L TD

GREENHILLLevel 1, 64 Hindmarsh Square

Adelaide SA 5000T: 08 8406 1300

ABN 39 061 222 964

NOT FOR CONSTRUCTIONFINAL SURFACE CONTOURSMC10; CH 1580 TO CH 1980

19-2230-022 D

JL NS

PC JL

KZ 30.06.20

19-2230-022

A 18.02.20 PRELIMINARY DESIGN GF NK -

B 02.03.20 PRELIMINARY DESIGN GF NK -

C 06.04.20 ISSUED FOR APPROVAL JL PC -

D 03.07.20 ISSUED FOR APPROVAL BJC BJC -

FOR

CONT

INUA

TION

SEE

SHE

ET 02

1

FOR CONTINUATION SEE SHEET 023

1980

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR

CONT

INUA

TION

SEE

BEL

OW

1780

NOTE:1. FOR STANDARD NOTES SEE DRG 19-2230-094.

16.0016.50

16.50

16.50

16.50

17.00

17.00

17.50

17.50

SPENCER GULF

MOONTA

MILN

E TC

E

BAY ROAD

MC10 L=207.00mB=92°16'35"

1980

2000

2020

2040

2060

2080

2100

2120

2140

2160

0

L=35.23mB=182°16'35"

10

20

30

MCN0

15.50

16.00

16.0016.

00

16.00

16.00

16.50

16.5017.00

17.00

17.50

17.50

18.00 18.00

SPENCER GULF

SPENCER GULF

MOONTA

CAROLINE ST

ROBERT ST

BAY ROAD

MC10MC10

MCV0

0 L=4.13mB=175°53'15"

R=-30.00mL=19.54m

L=65.43m

B=138°34'25"

20

40

60

MCV0

340

R=-545.00mL=60.77m

L=219.54mB=85°53'15"

2180 2200

2220

2240

2260

2280

2300

2320

2340

2360

2380

CREST 2202

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVEDc

DESIGN

A1THIS DRAWING REMAINS THE PROPERTY OF GREENHILLENGINEERS PTY LTD AND MAY NOT BE COPIED IN ANYWAY WITHOUT PRIOR APPROVAL FROM THIS COMPANY.

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:

GREENHILL ENGINEERS PTY L TD

GREENHILLLevel 1, 64 Hindmarsh Square

Adelaide SA 5000T: 08 8406 1300

ABN 39 061 222 964

NOT FOR CONSTRUCTIONFINAL SURFACE CONTOURSMC10; CH 1980 TO CH 2380

19-2230-023 D

JL NS

PC JL

KZ 30.06.20

19-2230-023

A 18.02.20 PRELIMINARY DESIGN GF NK -

B 02.03.20 PRELIMINARY DESIGN GF NK -

C 06.04.20 ISSUED FOR APPROVAL JL PC -

D 03.07.20 ISSUED FOR APPROVAL BJC BJC -

FOR

CONT

INUA

TION

SEE

SHE

ET 02

2

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR CONTINUATION SEE SHEET 025

FOR

CONT

INUA

TION

SEE

BEL

OW

2180

FOR CONTINUATION SEE SHEET 026

FOR

CONT

INUA

TION

SEE

SHE

ET 02

4

2380

NOTE:1. FOR STANDARD NOTES SEE DRG 19-2230-094.

L=35.23mB=182°16'35"

R=-45.00m

L=34.64m

L=10.13mB=138°10'0" 80

10

20

30

40

50

60 70

0

L=1.00mB=137°59'14" R=50.00m

L=10.28mMCT1

16.50

17.00

17.00

17.50

17.50

18.50 19.00 19.50

SPENCER GULF

MOONTAMILNE TCE

MILNE TCE

MCN0

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVEDc

DESIGN

A1THIS DRAWING REMAINS THE PROPERTY OF GREENHILLENGINEERS PTY LTD AND MAY NOT BE COPIED IN ANYWAY WITHOUT PRIOR APPROVAL FROM THIS COMPANY.

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:

GREENHILL ENGINEERS PTY L TD

GREENHILLLevel 1, 64 Hindmarsh Square

Adelaide SA 5000T: 08 8406 1300

ABN 39 061 222 964

NOT FOR CONSTRUCTIONFINAL SURFACE CONTOURSMILNE TERRACEMCN0; CH 30 TO CH 80

19-2230-026 D

JL NS

PC JL

KZ 30.06.20

19-2230-026

A 18.02.20 PRELIMINARY DESIGN GF NK -

B 02.03.20 PRELIMINARY DESIGN GF NK -

C 06.04.20 ISSUED FOR APPROVAL JL PC -

D 03.07.20 ISSUED FOR APPROVAL BJC BJC -

FOR CONTINUATION SEE SHEET 023

FOR

CONT

INUA

TION

SEE

SHE

ET 02

5

NOTE:1. FOR STANDARD NOTES SEE DRG 19-2230-094.

SPENCER GULF

MOONTA

SPENCER GULF

COAST RD

BAY ROAD

COAST RD

MC10 MC10L=162.38mB=122°15'17"

R=380.00mL=64.22m

180

200

220

240

260

280

300 320 340 360 380

CREST 270

SPENCER GULF

MOONTA

BAY ROAD

TOSSELL ST

BOW

DEN

STMC10 MC10

0

L=69.23m

B=92°36'5"

R=60.00mL=31.05m

L=162.38mB=122°15'17"

20

40

60

80 100

120

140

160

180

MC10

TYPE 340 AC10M (C320), 200mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 430 FINE AC7 (C170), PRIME (AMC0),150 PM2/20QG, 96% RMC

TYPE 5 SOIL INFILL 300mm

TYPE 240 AC10M (C320), 290mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 140 AC10M (C320), 180mm FOAM BITUMEN STABILIZED(3% C170, 7% WATER, 2% HYDRATED LIME)

TYPE 740mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM2/20QG 96% RMC

TYPE 640mm AC10 (A15E), 50mm AC10 (C320), 50mm AC10 (C320),PRIME (AMC0), 150 PM2/20QG, 96% RMC

TYPE 814/7 DOUBLE SPRAY SEAL, PRIME (AMC0),150mm PM1/20QG, 150mm PM2/20QG

CONCRETE FOOTPATH(TO BE SPECIFIED BY COUNCIL)

TRAFFICABLE ANNULUS REFERSTANDARD DETAILS SHEET 095

CONCRETE INFILL

TYPE 950mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM1/20QG, 96% RMC,100mm PM2/20QG, 96% RMC

TYPE 10150 PM2/20QG, 96% RMC

LEGENDPAVEMENT TREATMENT - (COUNCIL SUPPLIED)

PAVEMENT TREATMENTMC10; CH 0 TO CH 380

19-2230-027 C

CCC CCC

PC CCC

KZ 30.06.20

19-2230-027

A 18.02.20 PRELIMINARY DESIGN PAS NK -

B 02.03.20 PRELIMINARY DESIGN PAS NK -

C 03.07.20 ISSUED FOR APPROVAL CCC NK -

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVED

DESIGN

A1

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:Copper Coast Council51 Taylor Street, Kadina 5554T: 08 8828 1200

NOT FOR CONSTRUCTION

FOR

CONT

INUA

TION

SEE

SHE

ET 28

380

FOR

CONT

INUA

TION

SEE

BEL

OW

180

FOR

CONT

INUA

TION

SEE

ABO

VE

SPENCER GULF

MOONTA

BAY ROAD

RECREATION RD

MC10L=312.59m

B=131°56'16"

380

400

420

440

460

480

500

520

540

560

580

SAG 392

MOONTA

SPENCER GULF

BAY ROAD

MC10R=1629.01m

L=10.00m L=191.18mB=132°17'22"

580

600

620

640

660

680

700

720

740

760

TYPE 340 AC10M (C320), 200mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 430 FINE AC7 (C170), PRIME (AMC0),150 PM2/20QG, 96% RMC

TYPE 5 SOIL INFILL 300mm

TYPE 240 AC10M (C320), 290mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 140 AC10M (C320), 180mm FOAM BITUMEN STABILIZED(3% C170, 7% WATER, 2% HYDRATED LIME)

TYPE 740mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM2/20QG 96% RMC

TYPE 640mm AC10 (A15E), 50mm AC10 (C320), 50mm AC10 (C320),PRIME (AMC0), 150 PM2/20QG, 96% RMC

TYPE 814/7 DOUBLE SPRAY SEAL, PRIME (AMC0),150mm PM1/20QG, 150mm PM2/20QG

CONCRETE FOOTPATH(TO BE SPECIFIED BY COUNCIL)

TRAFFICABLE ANNULUS REFERSTANDARD DETAILS SHEET 095

CONCRETE INFILL

TYPE 950mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM1/20QG, 96% RMC,100mm PM2/20QG, 96% RMC

TYPE 10150 PM2/20QG, 96% RMC

LEGENDPAVEMENT TREATMENT - (COUNCIL SUPPLIED)

PAVEMENT TREATMENTMC10; CH 380 TO CH 780

19-2230-028 C

CCC CCC

PC CCC

KZ 30.06.20

19-2230-028

A 18.02.20 PRELIMINARY DESIGN PAS NK -

B 02.03.20 PRELIMINARY DESIGN PAS NK -

C 03.07.20 ISSUED FOR APPROVAL CCC NK -

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVED

DESIGN

A1

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:Copper Coast Council51 Taylor Street, Kadina 5554T: 08 8828 1200

NOT FOR CONSTRUCTION

FOR

CONT

INUA

TION

SEE

SHE

ET 29

780

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR

CONT

INUA

TION

SEE

BEL

OW

580

FOR

CONT

INUA

TION

SEE

SHE

ET 27

SPENCER GULF

MOONTA

BAY ROAD

HUGHES AVE

HIGHVIEW GR

MC10MC10

R=-550.00mL=123.52m

780 800 820 840 860 880

900

920

940

960

980

CREST 876

0 L=4.72mB=221°57'37"

R=27.35m

L=36.59m

L=5.95m

B=298°35'24"47

10

20

30

40

MCC0

SPENCER GULF

MOONTA

ANDE

RSON

CT

ROAC

H CT

BAY ROADCONN

OR R

D

MC10L=200.89m

B=119°25'19" R=2058.75mL=10.00m

980

1000

1020

1040

1060

1080

1100

1120

1140

1160

1180

SAG 1047

CREST 1111

SAG 1169

TYPE 340 AC10M (C320), 200mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 430 FINE AC7 (C170), PRIME (AMC0),150 PM2/20QG, 96% RMC

TYPE 5 SOIL INFILL 300mm

TYPE 240 AC10M (C320), 290mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 140 AC10M (C320), 180mm FOAM BITUMEN STABILIZED(3% C170, 7% WATER, 2% HYDRATED LIME)

TYPE 740mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM2/20QG 96% RMC

TYPE 640mm AC10 (A15E), 50mm AC10 (C320), 50mm AC10 (C320),PRIME (AMC0), 150 PM2/20QG, 96% RMC

TYPE 814/7 DOUBLE SPRAY SEAL, PRIME (AMC0),150mm PM1/20QG, 150mm PM2/20QG

CONCRETE FOOTPATH(TO BE SPECIFIED BY COUNCIL)

TRAFFICABLE ANNULUS REFERSTANDARD DETAILS SHEET 095

CONCRETE INFILL

TYPE 950mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM1/20QG, 96% RMC,100mm PM2/20QG, 96% RMC

TYPE 10150 PM2/20QG, 96% RMC

LEGENDPAVEMENT TREATMENT - (COUNCIL SUPPLIED)

PAVEMENT TREATMENTMC10; CH 780 TO CH 1180

19-2230-029 C

CCC CCC

PC CCC

KZ 30.06.20

19-2230-029

A 18.02.20 PRELIMINARY DESIGN PAS NK -

B 02.03.20 PRELIMINARY DESIGN PAS NK -

C 03.07.20 ISSUED FOR APPROVAL CCC NK -

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVED

DESIGN

A1

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:Copper Coast Council51 Taylor Street, Kadina 5554T: 08 8828 1200

NOT FOR CONSTRUCTION

FOR

CONT

INUA

TION

SEE

SHE

ET 28

FOR

CONT

INUA

TION

SEE

SHE

ET 30

1180

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR CONTINUATION SEE BELOW

980

SPENCER GULF

MOONTA

CHAL

LA C

T

BAY ROAD

MC10L=278.87m

B=119°42'1"

1180

1200

1220

1240

1260

1280

1300

1320

1340

1360

1380

CREST 1349

SPENCER GULF

MOONTA

MARI

LYN

ST

BART

LETT

ST

BAY ROAD

MC10R=-2927.48m

L=10.00m L=221.70mB=119°30'16"

1380

1400

1420

1440

1460

1480

1500

1520

1540

1560

1580

SAG 1529

TYPE 340 AC10M (C320), 200mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 430 FINE AC7 (C170), PRIME (AMC0),150 PM2/20QG, 96% RMC

TYPE 5 SOIL INFILL 300mm

TYPE 240 AC10M (C320), 290mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 140 AC10M (C320), 180mm FOAM BITUMEN STABILIZED(3% C170, 7% WATER, 2% HYDRATED LIME)

TYPE 740mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM2/20QG 96% RMC

TYPE 640mm AC10 (A15E), 50mm AC10 (C320), 50mm AC10 (C320),PRIME (AMC0), 150 PM2/20QG, 96% RMC

TYPE 814/7 DOUBLE SPRAY SEAL, PRIME (AMC0),150mm PM1/20QG, 150mm PM2/20QG

CONCRETE FOOTPATH(TO BE SPECIFIED BY COUNCIL)

TRAFFICABLE ANNULUS REFERSTANDARD DETAILS SHEET 095

CONCRETE INFILL

TYPE 950mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM1/20QG, 96% RMC,100mm PM2/20QG, 96% RMC

TYPE 10150 PM2/20QG, 96% RMC

LEGENDPAVEMENT TREATMENT - (COUNCIL SUPPLIED)

PAVEMENT TREATMENTMC10; CH 1180 TO CH 1580

19-2230-030 C

CCC CCC

PC CCC

KZ 30.06.20

19-2230-030

A 18.02.20 PRELIMINARY DESIGN PAS NK -

B 02.03.20 PRELIMINARY DESIGN PAS NK -

C 03.07.20 ISSUED FOR APPROVAL CCC NK -

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVED

DESIGN

A1

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:Copper Coast Council51 Taylor Street, Kadina 5554T: 08 8828 1200

NOT FOR CONSTRUCTION

FOR

CONT

INUA

TION

SEE

SHE

ET 29

FOR

CONT

INUA

TION

SEE

SHE

ET 31

1580

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR

CONT

INUA

TION

SEE

BEL

OW

1380

MOONTA

SPENCER GULF

MOONTA

KITTO

RD

HAYLOCK RDBAY ROAD

MC10

MC10

R=-360.00mL=168.40m

1780 1800 1820 1840

1860

1880

1900

1920

1940

1960

1980

CREST 1816

SAG 1857

0 L=5.42mB=194°20'53"

R=50.00m

L=29.53m

L=17.84mB=228°11'24"

53

10

20

30

40

50

MCL0

SPENCER GULF

MOONTABAY ROAD

MC10R=-1344.79m

L=10.00m L=108.40mB=119°4'42"

1580

1600

1620

1640

1660

1680

1700

1720

1740

1760

1780

TYPE 340 AC10M (C320), 200mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 430 FINE AC7 (C170), PRIME (AMC0),150 PM2/20QG, 96% RMC

TYPE 5 SOIL INFILL 300mm

TYPE 240 AC10M (C320), 290mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 140 AC10M (C320), 180mm FOAM BITUMEN STABILIZED(3% C170, 7% WATER, 2% HYDRATED LIME)

TYPE 740mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM2/20QG 96% RMC

TYPE 640mm AC10 (A15E), 50mm AC10 (C320), 50mm AC10 (C320),PRIME (AMC0), 150 PM2/20QG, 96% RMC

TYPE 814/7 DOUBLE SPRAY SEAL, PRIME (AMC0),150mm PM1/20QG, 150mm PM2/20QG

CONCRETE FOOTPATH(TO BE SPECIFIED BY COUNCIL)

TRAFFICABLE ANNULUS REFERSTANDARD DETAILS SHEET 095

CONCRETE INFILL

TYPE 950mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM1/20QG, 96% RMC,100mm PM2/20QG, 96% RMC

TYPE 10150 PM2/20QG, 96% RMC

LEGENDPAVEMENT TREATMENT - (COUNCIL SUPPLIED)

PAVEMENT TREATMENTMC10; CH 1580 TO CH 1980

19-2230-031 C

CCC CCC

PC CCC

KZ 30.06.20

19-2230-031

A 18.02.20 PRELIMINARY DESIGN PAS NK -

B 02.03.20 PRELIMINARY DESIGN PAS NK -

C 03.07.20 ISSUED FOR APPROVAL CCC NK -

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVED

DESIGN

A1

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:Copper Coast Council51 Taylor Street, Kadina 5554T: 08 8828 1200

NOT FOR CONSTRUCTION

FOR

CONT

INUA

TION

SEE

SHE

ET 30

FOR CONTINUATION SEE SHEET 32

1980

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR

CONT

INUA

TION

SEE

BEL

OW

1780

SPENCER GULF

MOONTA

MILN

E TC

E

BAY ROAD

MC10 L=207.00mB=92°16'35"

1980

2000

2020

2040

2060

2080

2100

2120

2140

2160

0

L=35.23mB=182°16'35"

10

20

30MCN0

SPENCER GULF

SPENCER GULF

MOONTA

CAROLINE ST

ROBERT ST

BAY ROAD

MC10MC10

MCV0

0 L=4.13mB=175°53'15"

R=-30.00mL=19.54m

L=65.43m

B=138°34'25"

20

40

60

MCV0

340

R=-545.00mL=60.77m

L=219.54mB=85°53'15"

2180 2200

2220

2240

2260

2280

2300

2320

2340

2360

2380

CREST 2202

TYPE 340 AC10M (C320), 200mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 430 FINE AC7 (C170), PRIME (AMC0),150 PM2/20QG, 96% RMC

TYPE 5 SOIL INFILL 300mm

TYPE 240 AC10M (C320), 290mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 140 AC10M (C320), 180mm FOAM BITUMEN STABILIZED(3% C170, 7% WATER, 2% HYDRATED LIME)

TYPE 740mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM2/20QG 96% RMC

TYPE 640mm AC10 (A15E), 50mm AC10 (C320), 50mm AC10 (C320),PRIME (AMC0), 150 PM2/20QG, 96% RMC

TYPE 814/7 DOUBLE SPRAY SEAL, PRIME (AMC0),150mm PM1/20QG, 150mm PM2/20QG

CONCRETE FOOTPATH(TO BE SPECIFIED BY COUNCIL)

TRAFFICABLE ANNULUS REFERSTANDARD DETAILS SHEET 095

CONCRETE INFILL

TYPE 950mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM1/20QG, 96% RMC,100mm PM2/20QG, 96% RMC

TYPE 10150 PM2/20QG, 96% RMC

LEGENDPAVEMENT TREATMENT - (COUNCIL SUPPLIED)

PAVEMENT TREATMENTMC10; CH 1980 TO CH 2380

19-2230-032 C

CCC CCC

PC CCC

KZ 30.06.20

19-2230-032

A 18.02.20 PRELIMINARY DESIGN PAS NK -

B 02.03.20 PRELIMINARY DESIGN PAS NK -

C 03.07.20 ISSUED FOR APPROVAL CCC NK -

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVED

DESIGN

A1

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:Copper Coast Council51 Taylor Street, Kadina 5554T: 08 8828 1200

NOT FOR CONSTRUCTION

FOR

CONT

INUA

TION

SEE

SHE

ET 31

FOR

CONT

INUA

TION

SEE

ABO

VE

FOR CONTINUATION SEE SHEET 34

FOR

CONT

INUA

TION

SEE

BEL

OW

2180

FOR CONTINUATION SEE SHEET 35

FOR

CONT

INUA

TION

SEE

SHE

ET 33

2380

SPENCER GULF

MOONTAMILNE TCE

MILNE TCE

MCN0

L=35.23mB=182°16'35"

R=-45.00m

L=34.64m

L=10.13mB=138°10'0" 80

10

20

30

40

50

60 70

0

L=1.00mB=137°59'14" R=50.00m

L=10.28mMCT1

PAVEMENT TREATMENT - (COUNCIL SUPPLIED)

TYPE 340 AC10M (C320), 200mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 430 FINE AC7 (C170), PRIME (AMC0),150 PM2/20QG, 96% RMC

TYPE 5 SOIL INFILL 300mm

TYPE 240 AC10M (C320), 290mm FOAM BITUMEN STABILIZED(3% C170, 6% WATER, 2% LIME)

TYPE 140 AC10M (C320), 180mm FOAM BITUMEN STABILIZED(3% C170, 7% WATER, 2% HYDRATED LIME)

TYPE 740mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM2/20QG 96% RMC

TYPE 640mm AC10 (A15E), 50mm AC10 (C320), 50mm AC10 (C320),PRIME (AMC0), 150 PM2/20QG, 96% RMC

TYPE 814/7 DOUBLE SPRAY SEAL, PRIME (AMC0),150mm PM1/20QG, 150mm PM2/20QG

CONCRETE FOOTPATH(TO BE SPECIFIED BY COUNCIL)

TRAFFICABLE ANNULUS REFERSTANDARD DETAILS SHEET 095

CONCRETE INFILL

TYPE 950mm AC10 (A15E), PRIME (AMC0),150mm PM1/20QG, 98% RMC, 150mm PM1/20QG, 96% RMC,100mm PM2/20QG, 96% RMC

TYPE 10150 PM2/20QG, 96% RMC

LEGEND

PAVEMENT TREATMENTMILNE TERRACEMCN0; CH 30 TO CH 80

19-2230-035 C

CCC CCC

PC CCC

KZ 30.06.20

19-2230-035

A 18.02.20 PRELIMINARY DESIGN PAS NK -

B 02.03.20 PRELIMINARY DESIGN PAS NK -

C 03.07.20 ISSUED FOR APPROVAL CCC NK -

DESIGNDESCRIPTIONDATE

REVISION HISTORY

REVISION

REVISIONDRAWING NUMBER

100 MILLIMETRES ON ORIGINAL DRAWING

DRAWN

COPPER COAST COUNCILBAY ROAD UPGRADEMOONTA BAY

APPROVED

DESIGN

A1

DRAWN

APPROVED

DRAFTING

DATE

CHECK

DESIGNCHECK

CAD FILE:Copper Coast Council51 Taylor Street, Kadina 5554T: 08 8828 1200

NOT FOR CONSTRUCTION

FOR CONTINUATION SEE SHEET 32

FOR

CONT

INUA

TION

SEE

SHE

ET 34