IT IS THE BUILDERS RESPONSIBILITYTO CONFIRM DEPTH & LOCATIONOF ALL SERVICES PRIOR TOCONSTRUCTION AS THISMAY AFFECT THE DESIGN.

1048

1049

1050

1051

1052

1053

1054

1055

1056

1056

1057

1058105

91060

1061106

2

1063

1064

1065

1066

1051

1052105

3105

4105

51056105

71058

1059

10601061

1062106

3

1050

1049

Low

Wet

Area

Dam

Dam

Dam

Dam

Dam

Solar Hybrid Bore

Box

Culve

rt12/1

850/

500

IL 1

049.

98

IL 1

049.

78

IL 1

056.

55

IL 1

056.

47

Ø750

REFER CIV01-02

PROPOSED ALL WEATHER ENTRY ROAD TO BEDOCUMENTED AT CC STAGE, SUBJECT TOCOUNCILS DESIGN REQUIREMENTS

1% AEP EXTENT

EXISTING WATERCOURSE

LEGENDEXISTING FINISHED SURFACE LEVEL, CONTOURS SHOWN ARE ALSO EXISTINGINDICATES DIRECTION OF SURFACE FLOWOVERLAND FLOW PATH

PROPOSED HARDSTAND LAYDOWN AREATO HAVE RUNOFF SHEET FLOW ALONGEXISTING CONTOUR GRADES.

EXISTING DAM TO BE REMOVED

EXISTING DAM TO BE REMOVED

EXISTING WATERCOURSE

EXISTING SWALE TO BE REDIRECTED TO FOLLOWTHE PROPOSED OVERLAND FLOW PATH

SHEET SIZE

REVISIONDRAWING No.PROJECT REF No.

SCALE

DRN DRAWING STATUS

R E

V I

S I O

N S

REV DATE CHK APP

A1DRAWING STATUS

NOT FOR CONSTRUCTIONSTORMWATER MANAGEMENT PLANGLEN INNES SOLAR FARM ,GLEN INNESPROVIDENCE ASSET GROUP

ISSUED FOR CLIENT REVIEW

DRNREV DATE CHK APP

M.M.M.M.F.M.01.12.20A 200521 CIV01 B

1:2000

COPYRIGHT - This drawing and the information provided shall remain the property of DRBConsulting Engineers Pty Ltd (DRB) and may not be used, copied or reproduced, in whole or part,for any purpose other than that for which it was supplied without the prior consent of DRB.

North

This drawing is not approved for construction unless signed.

Mathew McNamara BEng (Civil) Hons MIE (Aust)

ISSUED FOR DAM.M.M.M.F.M.08.12.20B

Dam

BATTER 1V:3H

5.5m WIDE WEIR AT RL 1050.358.5M WIDE WEIR AT 1050.50

1m TOP OF BANK

INV. 1050.15

Ø150 LOW FLOW PIPEPROVIDE GABION ROCKMATTRESS ON OUTLETTO LIMIT EROSION.

AREA OF DISTURBANCE = 183m2

BATTER 1V:3H

ONSITE STORMWATERDETENTION BASIN

BASE RL - 1050.15m AHDTOP OF BANK RL - 1050.50m AHD

TOTAL VOLUME - 210.21m3

1% AEP EXTENT

IT IS THE BUILDERS RESPONSIBILITYTO CONFIRM DEPTH & LOCATIONOF ALL SERVICES PRIOR TOCONSTRUCTION AS THISMAY AFFECT THE DESIGN.

LEGENDINV. INVERT LEVEL uPVC STORMWATER PIPE

EXISTING SURFACE CONTOUROVERLAND FLOW PATHPROPOSED CONTOUR LEVEL7.90

SHEET SIZE

REVISIONDRAWING No.PROJECT REF No.

SCALE

CHK APP

A1DRAWING STATUS

NOT FOR CONSTRUCTIONPROPOSED BASIN PLANGLEN INNES SOLAR FARM ,GLEN INNESPROVIDENCE ASSET GROUP

ISSUED FOR CLIENT REVIEW

DRNREV DATE CHK APP

M.M.M.M.F.M.01.12.20A 200521 CIV02 B

1:100

DRN DRAWING STATUS

R E

V I

S I O

N S

REV DATE

COPYRIGHT - This drawing and the information provided shall remain the property of DRBConsulting Engineers Pty Ltd (DRB) and may not be used, copied or reproduced, in whole or part,for any purpose other than that for which it was supplied without the prior consent of DRB.

North

This drawing is not approved for construction unless signed.

Mathew McNamara BEng (Civil) Hons MIE (Aust)

ISSUED FOR DAM.M.M.M.F.M.08.12.20B

Sydney

Glen Innes

9/12/2020 11:42:00 AM

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GDA 2020/MGA ZONE 56

374912.07m E,

6711525.71m S

TU

TT

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S

LA

N

E

9/12/2020 11:42:45 AM

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9/12/2020 11:43:36 AM

1

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IL 1056.55

IL 1056.47

Ø

750

10/12/2020 3:29:48 PM

9/12/2020 11:23:04 AM

9/12/2020 11:38:22 AM

9/12/2020 11:34:32 AM

9/12/2020 11:28:03 AM

9/12/2020 11:26:28 AM

9/12/2020 11:26:51 AM

9/12/2020 11:30:31 AM