ROAD 1 REFER TO DRG ACE160400.CIV.DA.303 FOR … · sheet 2 sheet 1 sheet 3 sheet 4 sheet 5 sheet 6...

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SHEET 1SHEET 2

SHEET 3 SHEET 4 SHEET 5


SHEET 9 SHEET 10

3

9

.

8

0

3

9

.

6

0

3

9

.

6

0

3

9

.

4

0

3

9

.

2

0

3

8

.

6

0

3

7

.

6

0

3

6

.

6

0

3

6

.6

0

3

6

.6

0

3

5

.

6

0

3

5

.6

0

3

5

.2

0

3

4

.6

0

3

3

.6

0

3

2

.6

0

4

0

.

0

0

3

9

.

0

0

3

8

.

0

0

3

8

.

0

0

3

7

.0

0

3

6

.

0

0

3

6

.0

0

3

5

.

0

0

3

5

.0

0

3

4

.0

0

3

3

.0

0

3

8

.

6

0

3

7

.

6

0

3

7

.

6

0

3

6

.

6

0

3

6

.

6

0

35.6

0

34.6

0

3

8

.

0

0

3

8

.

0

0

3

7

.

0

0

3

7

.

0

0

36.0

0

35.0

0

LOT 5

3

8

.

6

0

3

7

.

6

0

3

7

.

6

0

3

6

.

6

0

3

6

.

6

0

35.6

0

34.6

0

3

8

.

0

0

3

8

.

0

0

3

7

.

0

0

3

7

.

0

0

36.0

0

35.0

0

1 IN 5

BATTER

1 IN 5 BATTER

PROPOSED 1.5m WIDE FOOTPATH (TYP.)

REFER TO BCC STD DRG A(BS)102S

PROPOSED KERB RAMP (TYP.) REFER TO

BCC STD DRG A(BS)104M FOR DETAILS

1 IN 5 BATTER

1 IN 5 BATTER

1 IN 5 BATTER

1 IN 5

BATTER

LOT 2

LOT 3

R

O

A

D

1

R

O

A

D

3

R

O

A

D

1

ELECTRICAL

SUBSTATION

LOT 11

DP1133321

LOT 2

LOT 5

1 IN 5

BATTER



1 IN 5 BATTER

1 IN 5 BATTER

1 IN 5 BATTER

3.50m

11.00m

3.50m

18.00m

K

&

G

K

&

G

K

&

G

K

&

G



LOT 3

K

&

G

K

&

G

K

&

G

K

&

G

K

&

G

K

&

G

K

&

G

1 IN 5 BATTER

CH 20.000

T

C

C

H

1

0

.

9

1

0

C

H

0

.

0

0

0

T

C

C

H

1

9

4

.

7

3

4

C

H

1

9

0

.

0

0

0

C

H

1

8

0

.

0

0

0

C

H

1

7

0

.

0

0

0

C

T

C

H

1

6

0

.

7

1

5

C

H

1

6

0

.

0

0

0T

C

C

H

1

5

7

.

4

3

6

C

H

1

5

0

.

0

0

0

C

H

1

4

0

.

0

0

0

C

H

1

3

0

.

0

0

0

C

H

1

2

0

.

0

0

0

C

H

1

1

0

.

0

0

0

C

H

1

0

0

.

0

0

0

C

H

9

0

.

0

0

0

C

T

C

H

8

6

.

8

4

2

T

C

C

H

7

8

.

5

8

2

C

H

5

0

.

0

0

0

C

H

1

0

.

0

0

0

Project No.

Scales Project Drawing Title

ScaleDwg. No.

A1

Issue Description Date Drawn Design

Client

14 SCHOFIELDS RD, SCHOFIELDS

PROPOSED MULTI-BUILDING

[email protected]

A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .

TOPLACE PTY LTD

North

CIVIL ENGINEERING PLANS

RESIDENTIAL DEVELOPMENT

121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

KEYPLAN

ACE160400.CIV.DA 304 B1:250

ROADWORKS AND DRAINAGE

SHEET 4 OF 10

ISSUE FOR APPROVAL

A ISSUE FOR APPROVAL 07/11/16 HA MAS

B COUNCIL COMMENTS 11/09/17 EVE SMT

REFER TO DRG ACE16400.CIV.DA.302 FOR CONTINUATION

RE

FE

R T

O D

RG

A

CE

160400.C

IV

.D

A.305 F

OR

C

ON

TIN

UA

TIO

N

REFER TO DRG ACE160400.CIV.DA.308 FOR CONTINUATIONREFER TO DRG ACE160400.CIV.DA.307 FOR CONTINUATION

R

O

A

D

2

RE

FE

R T

O D

RG

A

CE

160400.C

IV

.D

A.303 F

OR

C

ON

TIN

UA

TIO

N

LEGEND

32.00 FINISHED CONTOUR

PROPOSED ROAD CENTERLINE

PROPOSED KERB LINE

PROPOSED STORMWATER DRAINAGE

PROPOSED ROAD PAVEMENT

PROPOSED STRUCTURE NUMBER

PROPOSED FOOTPATH

EXISTING STORMWATER DRAINAGE

PROPOSED KERB RAMP (TYP.)

REFER TO BCC STD DRG

A(BS)104M FOR DETAILS

PROPOSED RETAINING WALL

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SHEET 1SHEET 2



SHEET 9 SHEET 10

4

0

.2

0

3

9

.

8

0

3

8

.

6

0

42.80

4

2

.

6

0

4

1

.

6

0

4

0

.

6

0

3

9

.

6

0

3

8

.

6

0

3

7

.

6

0

3

6

.

6

0

4

1

.

0

0

4

0

.

0

0

3

8

.

0

0

4

2

.

0

0

4

1

.

0

0

4

0

.

0

0

3

9

.

0

0

3

8

.

0

0

3

7

.

0

0

4

0

.

6

0

3

9

.

6

0

3

9

.

6

0

3

9

.

6

0

3

9

.

4

0

3

8

.

6

0

3

7

.

6

0

3

6

.

6

0

4

0

.0

0

4

0

.

0

0

4

0

.

0

0

3

9

.

0

0

3

9

.

0

0

3

8

.

0

0

3

7

.

0

0

LOT 1

RO

AD

6

P

E

LIC

A

N

R

O

A

D

SP2

LOT 3

LOT 2

PE

LIC

AN

R

OA

D

RO

AD

1

4

1

.

0

0

4

0

.

6

0

3

9

.

6

0

3

9

.

6

0

3

9

.

6

0

3

9

.

4

0

3

8

.

6

0

3

7

.

6

0

3

6

.

6

0

4

0

.0

0

4

0

.

0

0

4

0

.

0

0

3

9

.

0

0

3

9

.

0

0

3

8

.

0

0

3

7

.

0

0

LOT 1

1 IN 5

BATTER

20.00m

13.00m

3

.5

0

m

3.50m

9.00m

16.00m

3.50m

3.50m

1

8

.0

0

m

1

1

.0

0

m

3

.5

0

m

3

.5

0

m

K

&

G

K

&

G

K

&

G

K

&

G

P

E

LIC

A

N

R

O

A

D

20.00m

13.00m

3

.5

0

m

3.50m



1 IN 5

BATTER

SP2

K

&

G

K

&

G

K&

G

K&

G

RO

AD

1

RO

AD

6

PE

LIC

AN

R

OA

D

CH

68.647

CH

60.000

CT

CH

51.920

CH

50.000

CH

40.000

CH

30.000

TC

CH

28.145

CH

20.000

CH

10.000

CH

0.000

CH

10.000

TC

CH

1.938

CH

0.000

C

H

210.000

C

H

200.000

C

H

1

9

0

.0

0

0

C

H

180.000

C

H

170.000

C

H

160.000

C

H

150.000

C

H

140.000

C

T

C

H

1

3

2

.4

4

6

C

H

130.000

CH

120.000

K

&

G

K

&

G

1 IN 5

BATTER

TIE IN NEATLY INTO EXISTING

LIMIT OF CONSTRUCTION

1 IN 5

BATTER



1 IN 5

BATTER

LOT 3

1 IN 5 BATTER

LOT 2

Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

KEYPLAN

ACE160400.CIV.DA 305 B1:250


SHEET 5 OF 10

ISSUE FOR APPROVAL





RE

FE

R T

O D

RG

A

CE

160400.C

IV

.D

A.304 F

OR

C

ON

TIN

UA

TIO

N

LEGEND



PROPOSED KERB LINE




PROPOSED FOOTPATH

EXSWEXISTING STORMWATER DRAINAGE




30.60

29.60

29.60

2

8

.6

0

28.60

2

8

.

2

0

2

8

.

2

0

2

7

.

8

0

2

7

.

8

0

2

7

.

6

0

2

7

.

6

0

27.60

2

7

.

6

0

2

7

.

4

0

2

7

.

4

0

2

7

.

2

0

2

7

.

2

0

2

6

.

8

0

2

6

.8

0

2

6

.

6

0

2

6

.

6

0

2

6

.6

0

26.40

26.20

25.80

25.60

25.40

25.20

24.80

24.60

24.40

24.20

2

8

.

6

0

3

2

.6

0

3

1

.6

0

2

7

.

6

0

2

7

.

6

0

2

6

.

6

0

2

6

.

6

0

2

5

.

6

0

2

5

.

2

0

2

5

.

2

0

2

3

.8

0

23.60

2

3

.

4

0

2

3

.

2

0

30.00

2

9

.

0

0

29.00

2

8

.0

0

2

8

.

0

0

2

8

.

0

0

2

8

.

0

0

2

8

.

0

0

28.00

2

7

.

0

0

2

7

.

0

0

27.00

2

7

.0

0

26.00

25.00

2

9

.

0

0

3

1

.0

0

3

2

.0

0

3

2

.0

0

3

2

.0

0

3

2

.0

0

3

1

.

0

0

2

8

.

0

0

2

7

.

0

0

2

7

.

0

0

2

6

.

0

0

3

0

.

0

0

26

.4

0

SP2

LOT 6

F

U

T

U

R

E

U

N

D

E

R

G

R

O

U

N

D

R

A

I

L

C

O

R

R

I

D

O

R

1

8

.

0

0

m

1

1

.

0

0

m

3

.

5

0

m

R

O

A

D

4

K

&

G

I IN 3 BATTER

K

&

G



I IN 5 BATTER

TWL RL27.82

PROVIDE 3m BERM.

SP2

1 IN 6 MAX BATTER

PROVIDE CONCRETE ACCESS

RAMP FOR MAINTENANCE.

OUTLET WITH SCOUR PROTECTION. REFER TO

DRAWING ACE160400.CIV.DA.311 FOR DETAILS

S

C

H

O

F

I

E

L

D

S

R

O

A

D

C

H

3

1

7

.

9

9

6

C

H

3

1

0

.

0

0

0

C

T

C

H

3

0

7

.

8

1

6

T

C

C

H

3

0

1

.

2

5

0

C

H

3

0

0

.

0

0

0

C

H

2

9

0

.

0

0

0

3

.

5

0

m

BIO-RETENTION/DETENTION

BASIN 1

3

0

.

0

0

F

U

T

U

R

E

U

N

D

E

R

G

R

O

U

N

D

R

A

I

L

C

O

R

R

I

D

O

R

F

U

T

U

R

E

U

N

D

E

R

G

R

O

U

N

D

R

A

I

L

C

O

R

R

I

D

O

R

PROVIDE 15m WEIR

P

R

O

P

E

R

T

Y

B

O

U

N

D

A

R

Y

P

R

O

P

E

R

T

Y

B

O

U

N

D

A

R

Y

GPT UNIT

ROAD RESERVE BOUNDARY

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//

SHEET 1SHEET 2



SHEET 9 SHEET 10

Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

KEYPLAN

ACE160400.CIV.DA 306 B1:250


SHEET 6 OF 10

ISSUE FOR APPROVAL



RE

FE

R T

O D

RG

A

CE

160400.C

IV

.D

A.307 F

OR

C

ON

TIN

UA

TIO

N

REFER DRG ACE160400.CIV.DA.309 FOR CONTINUATION


LEGEND



PROPOSED KERB LINE




PROPOSED FOOTPATH





EXISTING NATIVE

VEGETATION (ENV)

RIPARIAN CORRIDOR

37.60

3

6

.6

0

3

5

.6

0

3

4

.6

0

3

3

.6

0

32.6

0

3

7

.

8

0

3

7

.

6

0

3

6

.6

0

3

5

.

6

0

3

5

.

6

0

3

5

.

6

0

3

5

.

6

0

3

4

.

6

0

3

3

.

6

0

3

3

.6

0

3

3

.6

0

3

2

.6

0

3

2

.

6

0

3

1

.

6

0

38.00

3

7

.0

0

3

6

.0

0

3

5

.0

0

3

4

.0

0

3

3

.0

0

3

7

.

0

0

3

6

.0

0

3

5

.

0

0

3

4

.

0

0

3

3

.

0

0

3

3

.

0

0

3

2

.

0

0

3

1

.

0

0

3

6

.

6

0

3

6

.

6

0

3

5

.

6

0

3

4

.

6

0

3

3

.

6

0

3

2

.

6

0

3

0

.6

0

3

7

.

0

0

3

7

.

0

0

3

6

.

0

0

3

5

.

0

0

3

4

.

0

0

3

3

.

0

0

3

2

.

0

0

LOT 4

LOT 6

T

C

C

H

1

1

.

8

6

0

C

H

0

.

0

0

0

C

H

320.000

C

H

310.000

C

H

300.000

C

H

290.000

C

H

280.000

C

H

2

7

0

.0

0

0

C

H

2

6

0

.0

0

0

C

H

250.000

C

H

240.000

C

H

230.000

C

T

C

H

224.647

C

H

2

2

0

.0

0

0

C

H

2

1

0

.

0

0

0

C

H

2

0

0

.

0

0

0

T

C

C

H

1

9

4

.

7

3

4

C

H

1

9

0

.

0

0

0

C

H

1

8

0

.

0

0

0

C

H

1

7

0

.

0

0

0

C

H

1

0

.

0

0

0

3

6

.

6

0

3

6

.

6

0

3

5

.

6

0

3

4

.

6

0

3

3

.

6

0

3

2

.

6

0

3

0

.6

0

3

7

.

0

0

3

7

.

0

0

3

6

.

0

0

3

5

.

0

0

3

4

.

0

0

3

3

.

0

0

3

2

.

0

0

3

.

5

0

m

3

.

5

0

m

11.00m

3.50m

3

.5

0

m

18.00m

R

O

A

D

4

1 IN 5 BATTER

R

O

A

D

1

1 IN 5 BATTER

1 IN 5 BATTER





1 IN 5 BATTER

1 IN 5 BATTER

R

O

A

D

3

K

&

G

K

&

G

1 IN 5 BATTER

K

&

G

K

&

G

1 IN 5 BATTER

1 IN 5 BATTER

1 IN 5 BATTER

1 IN 5 BATTER

1 IN 5 BATTER





1 IN 5 BATTER

1 IN 5 BATTER

K

&

G

K

&

G

11.00m

3

.5

0

m

18.00m

3.50m

K

&

G

K

&

G

LOT 4

LOT 6

R

O

A

D

4

R

O

A

D

1

1 IN 5 BATTER

R

O

A

D

3

R

O

A

D

1

3

.

5

0

m

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/

/

//

SHEET 1SHEET 2



SHEET 9 SHEET 10

Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

KEYPLAN

ACE160400.CIV.DA 307 B1:250


SHEET 7 OF 10

ISSUE FOR APPROVAL



RE

FE

R T

O D

RG

A

CE

160400.C

IV

.D

A.306 F

OR

C

ON

TIN

UA

TIO

N

REFER TO DRAWING ACE160400.CIV.DA.303 FOR CONTINUATION

REFER TO DRG ACE160400.CIV.DA.304 FOR CONTINUATIONS

RE

FE

R T

O D

EG

A

CE

160400.C

IV

.D

A.308 F

OR

C

ON

TIN

UA

TIO

N


K

&

G

K

&

G

K

&

G

1

16

1

21

10

3

9

3

8

3

1

20

LEGEND



PROPOSED KERB LINE




PROPOSED FOOTPATH

1

1





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//

//

//

/

/

//

/

/

/

/

/

/

/

/

/

/

/

/

/

/

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//

/

/

/

/

/

/

/

/

//

SHEET 1SHEET 2



SHEET 9 SHEET 10

3

8

.

6

0

3

7

.

6

0

3

6

.

6

0

3

6

.

6

0

3

5

.

6

0

3

5

.

6

0

3

4

.

6

0

3

4

.

6

0

3

3

.6

0

3

2

.6

0

3

9

.

0

0

3

8

.

0

0

3

7

.

0

0

3

7

.

0

0

3

6

.

0

0

3

6

.

0

0

3

5

.

0

0

3

5

.

0

0

3

4

.

0

0

3

3

.0

0

3

2

.0

0

3

8

.

6

0

3

7

.

6

0

3

6

.

6

0

3

6

.

6

0

3

5

.

6

0

3

5

.

6

0

3

4

.

6

0

3

4

.

6

0

3

3

.6

0

3

2

.6

0

3

9

.

0

0

3

8

.

0

0

3

7

.

0

0

3

7

.

0

0

3

6

.

0

0

3

6

.

0

0

3

5

.

0

0

3

5

.

0

0

3

4

.

0

0

3

3

.0

0

3

2

.0

0

3

8

.

6

0

3

7

.

6

0

3

6

.

6

0

3

6

.

6

0

3

5

.

6

0

3

5

.

6

0

3

4

.

6

0

3

4

.

6

0

3

3

.6

0

3

2

.6

0

3

9

.

0

0

3

8

.

0

0

3

7

.

0

0

3

7

.

0

0

3

6

.

0

0

3

6

.

0

0

3

5

.

0

0

3

5

.

0

0

3

4

.

0

0

3

3

.0

0

3

2

.0

0

13.00m

3

.5

0

m

11.00m

3

.5

0

m

3.50m

3

.5

0

m

1

1

.0

0

m

3

.5

0

m

3.50m

18.00m

20.00m

18.00m

K

&

G

K

&

G

K

&

G

K

&

G

R

O

A

D

2

K

&

G

K

&

G

P

E

LIC

A

N

R

O

A

D

K

&

G

K

&

G

LOT 4



1 IN 5 BATTER

LOT 3

3

.5

0

m

11.00m

18.00m

3

.5

0

m

1 IN 5 BATTER

LOT 4

1 IN 5 BATTER



1 IN 5 BATTER

SP2

20.00m

13.00m

3.50m

3

.5

0

m

K

&

G

K

&

G

K

&

G

K

&

G

K

&

G

K

&

G

18.00m

K

&

G

K

&

G



3

.5

0

m

1

1

.0

0

m

3.50m

C

H

100.000

C

H

330.000

P

E

LIC

A

N

R

O

A

D

R

O

A

D

2

Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

KEYPLAN

ACE160400.CIV.DA 308 B1:250


SHEET 8 OF 10

ISSUE FOR APPROVAL



RE

FE

R T

O D

RG

A

CE

160400.C

IV

.D

A.307 F

OR

C

ON

TIN

UA

TIO

N

REFER TO DRG ACE160400.CIV.DA.304 FOR CONTINUATION REFER TO DRG ACE160400.CIV.DA.305 FOR CONTINUATION


LEGEND



PROPOSED KERB LINE




PROPOSED FOOTPATH





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/

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/

/

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SHEET 1SHEET 2



SHEET 9 SHEET 10

3

2

.

6

0

3

1

.8

0

3

1

.6

0

3

1

.

6

0

3

0

.6

0

3

2

.

0

0

31.00

3

2

.

6

0

3

1

.8

0

3

1

.6

0

3

1

.

6

0

3

0

.6

0

3

2

.

0

0

31.00

3

2

.

6

0

3

1

.8

0

3

1

.6

0

3

1

.

6

0

3

0

.6

0

3

2

.

0

0

31.00

T

C

C

H

3

0

1

.

2

5

0

C

H

3

0

0

.

0

0

0

C

H

2

9

0

.

0

0

0

C

H

2

8

0

.

0

0

0

C

H

2

7

0

.

0

0

0

C

T

C

H

2

6

1

.

9

5

7C

H

2

6

0

.

0

0

0

C

H

2

5

0

.

0

0

0

C

H

2

4

0

.

0

0

0

C

H

2

3

0

.

0

0

0

C

H

2

2

0

.

0

0

0

C

H

2

1

0

.0

0

0

C

H

2

0

0

.0

0

0

C

H

1

9

0

.0

0

0

C

H

180.000

CH

170.000

CH

160.000

CH

150.000

CH

140.000

CH

130.000

TC

CH

123.865

CH

120.000

C

H

351.257

C

H

3

5

0

.0

0

0

C

H

340.000

C

H

330.000

C

H

320.000

C

H

310.000

1 IN 5 BATTER



1 IN 5 BATTER

3.50m

11.00m

18.00m

3

.5

0

m



3.50m

K&

G

K&

G

1

1

.

0

0

m

1

8

.

0

0

m

3

.

5

0

m

R

O

A

D

4

R

O

A

D

1

1 IN 5 BATTER

18.00m

11.00m

RO

AD

4

RIPARIAN CORRIDOR

K

&

G

K

&

G

1 IN 3 BATTER

LOT 4

LOT 6

3

.

5

0

m

3.50m



Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

KEYPLAN

ACE160400.CIV.DA 309 B1:250


SHEET 9 OF 10

ISSUE FOR APPROVAL



REFER TO DRG ACE160400.CIV.DA.306 FOR CONTINUATION REFER TO DRG ACE160400.CIV.DA.307 FOR CONTINUATION

RE

FE

R T

O D

RG

A

VE

160400.C

IV

.D

A.310 F

OR

C

ON

TIN

UA

TIO

N

LEGEND



PROPOSED KERB LINE




PROPOSED FOOTPATH





EXISTING NATIVE

VEGETATION (ENV)

RIPARIAN CORRIDOR

33.60

3

2

.6

0

31.60

29.60

3

5

.6

0

3

4

.6

0

33.60

3

2

.6

0

3

1

.

6

0

3

0

.

6

0

3

0

.6

0

2

9

.6

0

2

9

.

6

0

28.60

28.60

2

7

.6

0

2

7

.

6

0

3

3

.0

0

30.0

0

3

5

.0

0

3

4

.

0

0

3

3

.0

0

3

2

.

0

0

3

1

.0

0

3

1

.

0

0

3

1

.

0

0

3

0

.0

0

3

0

.0

0

2

9

.0

0

29.00

2

8

.0

0

28.00

3

3

.

6

0

3

2

.

6

0

3

2

.6

0

3

1

.

8

0

3

4

.

0

0

3

3

.

0

0

3

3

.0

0

3

2

.

0

0

32.00

3

2

.0

0

3

3

.

6

0

3

2

.

6

0

3

2

.6

0

3

1

.

8

0

3

4

.

0

0

3

3

.

0

0

3

3

.0

0

3

2

.

0

0

32.00

3

2

.0

0

TC

CH

123.865

CH

120.000

CH

110.000

CH

100.000

CH

90.000

CT

CH

81.674

CH

80.000

TC

CH

76.001

CH

70.000

CH

60.000

CH

50.000

CH

40.000

CH

30.000

CH

20.000

CH

10.000

CH

0.000

CH

187.7

86

CH

180.0

00

CT

CH

176.8

07

T

C

C

H

171.534

C

H

170.000

C

H

460.000

C

H

4

5

0

.0

0

0

C

H

440.000

C

H

430.000

C

H

420.000

C

H

410.000

C

H

380.000

P

E

L

IC

A

N

R

O

A

D

1 IN 3 BATTER

LIMIT OF ROAD

CONSTRUCTION

13.00m

3.50m

1 IN 5 BATTER

3.50m

LOT 3



3

.5

0

m

3

.5

0

m

3.50m

K&

G

K&

G

11.00m

18.00m

11.00m

18.00m

18.00m

11.00m

SP2



K

&

G

K

&

G

K&

G

K&

G

RO

AD

4

K

&

G

K

&

G

R

IP

A

R

IA

N

C

O

R

R

ID

O

R

FUTURE ROAD/BRIDGE

ALIGNMENT

LOT 4

1

8

.0

0

m

3.50m


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/

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//

SHEET 1SHEET 2



SHEET 9 SHEET 10

Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

KEYPLAN

ACE160400.CIV.DA 310 B1:250


SHEET 10 OF 10

ISSUE FOR APPROVAL




RE

FE

R T

O D

RG

A

CE

160400.C

IV

.D

A.309 F

OR

C

ON

TIN

UA

TIO

N

PAVEMENT MARKING SCHEDULE

LONGITUDINAL LINES EDGE LINES

TURN LINES

SEPARATION LINES

BARRIER LINES

LANE LINES

CONTINUITY LINES

TRANSVERSE LINES

GIVEWAY LINE

STOP LINE

PAVEMENT ARROWS

LEGEND



PROPOSED KERB LINE




PROPOSED FOOTPATH





EXISTING NATIVE

VEGETATION (ENV)

RIPARIAN CORRIDOR

SP2

S

C

H

O

F

I

E

L

D

S

R

O

A

D

3

0

.

0

0

1200x1200 OVERFLOW PIT

GRATE RL 26.50

TOP OF BATTER RL 28.25

3m WIDE BERM AT RL 28.25

1 IN 4

BIO-RETENTION AREA 210m²

COARSE SEDIMENT FOREBAY

REFER TYPICAL DETAIL

TOP OF BATTER RL 26.5

1 IN 6 BATTER

ACCESS ROAD FOR BIO-RETENTION

/ DETENTION BASIN MAINTENANCE.

PROPOSED HEADWALL

AND SCOUR PROTECTION

1 IN 4 BATTER

1 IN 6

MAX BATTER

SP2

REFER TO TYPICAL

WEIR OUTLET DETAIL

15m WIDE SPILLWAY

FP

PROPOSED GROSS

POLLUTANT TRAP

FP

FP

FP


GRATE RL 26.50

M

IN

1.0%

F

A

LL

M

I

N

1

.

0

%

F

A

L

L

MIN 1.0% FALL

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SHEET 1

SHEET 2

Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

KEYPLAN

ACE160400.CIV.DA 500 B1:200

BIO-RETENTION/DETENTION - BASIN 1

SHEET 1 OF 2

ISSUE FOR APPROVAL



BIO-RETENTION / DETENTION - BASIN 1

SCALE 1:250

F

U

T

U

R

E

R

A

I

L

C

O

R

R

I

D

O

R

LEGEND

100Ø SLOTTED uPVC PIPE @ 2m CRS

WITH FLUSH POINT @ 30m CRS.

PROPOSED STORWATER DRAINAGE

PROPOSED FILTER MEDIA

PROPOSED SCOUR

PROTECTION

FINISHED CONTOURS37.0

BASIN MAINTENANCE

DRIVEWAY @ 1 in 10 MAX

30 m20100

SCALE 1:500 @ A1

Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

ACE160400.CIV.DA 501 BAS HOWN

BIO-RETENTION/DETENTION NOTES AND DETAILS

SHEET 2 OF 2

ISSUE FOR APPROVAL



SCALE 1:250 @ A1

0 4 8 12 m2 6 10

6. POTENTIAL FILTER MEDIA SHALL BE ASSESSED BY A HORTICULTURALIST TO ENSURE THAT THEY ARE CAPABLE OF SUPPORTING A HEALTHY VEGETATION COMMUNITY .

7. THE BIO-RETENTION FILTER MEDIA SHALL BE TESTED TO DEMONSTRATE THE COMPLIANCE WITH THE ABOVE MENTIONED REQUIREMENTS AT THE FOLLOWING

FREQUENCIES:

FOR BIO-RETENTION SYSTEMS <500M2, ONE SAMPLE PER 500M3 OF FILTER MEDIA.

FOR BIO-RETENTION SYSTEMS >500M2, ONE SAMPLE PER 500M3 OF FILTER MEDIA

FOR THE HYDRAULIC CONDUCTIBITY TEST PLUS ONE SAMPLE PER 2000M3 OF FILTER

MEDIA FOR ALL OTHER REQUIRED TESTS.

8. TESTING SHALL BE UNDERTAKEN ON THE ACTUAL MATERIAL TO BE DELIVERED TO THE SITE. THE SUPPLIER AND CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING

THE FILTER MEDIA MEETS THE SPECIFICATIONS AND THE CORRECT MATERIAL IS DELIVERED TO THE SITE PRIOR TO INSTALLATION. THE SUPPLIER SHALL ARRANGE FOR

THE FILTER MEDIA TO BE TESTED BY A CERTIFIED LABORATORY IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS. ON THE BASIS OF THE TESTING, THE SOIL

LABORATORY AND SUPPLIER SHALL CERTIFY THAT THE MATERIAL MEETS THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE A COPY OF THE SUPPLIER’S

CERTIFICATION, TEST RESULTS, AND SUPPLY DOCKETS TO THE DESIGNER (THROUGH THE SITE SUPERINTENDENT) FOR REVIEW AND APPROVAL.

9. AN IN-SITU MEASUREMENT OF HYDRAULIC CONDUCTIVITY SHALL BE UNDERTAKEN FOLLOWING COMPLETING THE CONSTRUCTION OF THE BIO-RETENTION SYSTEM AND

PRIOR TO HAND OVER OF THE SYSTEM. THIS TESTING SHALL BE ACCORDING TO PRACTICE NOTE 1: IN-SITU MEASUREMENT OF HYDRAULIC CONDUCTIVITY (HATT AND LE

COSTUMER, 2008), WHICH CAN BE FOUND IN WWW.MONASH.EDU.AU/FAWB/PUBLICATIONS/INDEX.HTML

10. THE FILTER MEDIA SHALL BE LIGHTLY COMPACTED DURING INSTALLATION TO PREVENT MIGRATION OF FINE PARTICLES. A SINGLE PASS OF COMPACTING MACHINERY

(VIBRATING PLATE FOR SMALL SYSTEMS AND DRUM LAWN ROLLER FOR LARGER SYSTEMS) SHALL BE USED. NO HEAVY COMPACTION OR MULTI-PASS SHALL BE MADE.

11. FILTER MEDIA SHALL BE INSTALLED IN TWO LIFTS FOR DEPTHS OF OVER 500MM

BIO-RETENTION BASIN NOTES:

1. AN IMPERMEABLE LINER SHALL BE INSTALLED TO FULLY CONTAIN INFILTRATED WATER AND PREVENT INFILTRATION TO

GROUNDWATER. LINER SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AND TO FORM CONTINUOUS

BED FREE OF VOIDS AND FREE OF SHARP OBJECTS TO PREVENT TEARING. SUBGRADE SHALL BE GRADED AS

SHOWN ON THE DRA1WINGS TO FORM ROUNDED BASE. LINER TO HAVE ALL WELDED JOINTS SEALED IN ACCORDANCE

WITH THE PRODUCTS SPECIFICATIONS TO ENSURE THE SYSTEM IS WATER TIGHT. LINER NEEDS TO BE APPROPRIATELY

KEYED INTO THE BATTERS AND EMBANKMENTS AND WRAPPED UP AGAINST DRAINAGE PITS TO TOP OF SOIL LAYER WITH

CONSIDERATION TO PROTRUSIONS THROUGH THE LINERS SUCH AS OUTLET PIPES..

2. UNDERDRAINS SHALL BE LAID IN A MINIMUM OF 200MM DRAINAGE LAYER COMPRISED OF FINE GRAVEL (2-5)MM, WITH <2%

FINES AND HYDRAULIC CONDUCTIVITY OF 400MM/HR. THE DRAINAGE LAYER DEPTH MUST ENSURE AT LEAST 50MM COVER

OVER THE UNDERDRAIN. BRIDGING CRITERIA SHALL BE APPLIED TO AVOID MIGRATION OF THE ON-TOP LAYER INTO THE

DRAINAGE LAYER. D15 (DRAINAGE LAYER) Ø5xD85 (ON-TOP LAYER).

3. WHERE INDICATED ON THE DESIGN DRAWINGS A TRANSITION LAYER SHALL BE INCLUDED. THE TRANSITION LAYER

MATERIAL SHALL BE CLEAN, WELL GRADED SAND MATERIAL (TYPICALLY 1MM) CONTAINING <2% FINES. THE PARTICLE SIZE

DISTRIBUTION OF THE SAND SHALL BE ASSESSED TO MEET BRIDGING CRITERIA THAT THE SMALLEST 15% OF THE SAND

PARTICLES BRIDGE WITH THE LARGEST 15% OF THE FILTER MEDIA. D15 (TRANSITION LAYER) Ø5xD85 (FILTER MEDIA).

4. BIO-RETENTION FILTER MEDIA SHALL COMPLY WITH THE FOLLOWING:

HAVE A MINIMUM HYDRAULIC CONDUCTIVITY OF 200MM/HR. THIS SHOULD BE MEASURED ACCORDING TO ASTM

F1815-06 STANDARD TEST METHODS FOR SATURATED HYDRAULIC CONDUCTIVITY, WATER RETENTION, POROSITY,

AND BULK DENSITY OF PUTTING GREEN AND SPORTS TURF ROOT ZONES METHOD.

HAVE TOTAL CLAY AND SILT MIX LESS THAN 3% (W/W) TO REDUCE THE LIKELIHOOD OF STRUCTURAL COLLAPSE OF

SUCH SOILS.

THE FILTER MEDIA SHALL BE GRADED LOAMY SAND WITHOUT GAP IN THE PARTICLE SIZE GRADING AND THE

COMPOSITION SHALL NOT BE DOMINATED BY A SMALL PARTICLE SIZE RANGE. THE FOLLOWING IS A GUIDE FOR

THE FILTER MEDIA PARTICLE SIZE DISTRIBUTION:

o CLAY AND SILT<3%(<0.05MM)

o VERY FINE SAND 5-30% (0.05-0.15MM)

o FINE SAND 10-30% (0.25-1.0MM)

o MEDIUM TO COARSE SAND 40-60% (0.25-1.0MM)

o COARSE SAND 7-10% (1.0-2.0MM)

o FINE GRAVEL <3% (2.0-3.4MM)

FILTER MEDIA SHALL BE TESTED (ACCORDING TO AS4419-2003) TO COMPLY WITH THE FOLLOWING:

o TOTAL NITROGEN (TN) CONTENT < 800MG/KG

o ORTHOPHOSPHATE (PO4) CONTENT < 40MG/KG

o ORGANIC MATTER AT LEAST 3% (W/W)

o PH 5.5-7.5 (PH 1:5 IN WATER)

o ELECTRICAL CONDUCTIVITY (EC) <1.2DS/M

o DISPERSIBILITY

5. AN ALTERNATIVE OPTION FOR BIORETENTION FILTER MEDIA IS AN ENGINEERED FILTER MEDIA THIS IS A WASHED, WELL

GRADED SAND WITH APPROPRIATE HYDRAULIC CONDUCTIVITY (SUCH AS MATERIALS USED FOR CONSTRUCTION OF GOLF

GREENS). THE TOP 100MM OF THE FILTER MEDIA SHALL THAN BE AMELIORATED WITH APPROPRIATE ORGANIC MATTER,

FERTILISER AND TRACE ELEMENTS AS SHOWN BELOW:

CONSTITUENT QUANTITY (KG/100

M2 FILTER AREA)

GRANULATED POULTRY MANURE FINES

SUPERPHOSPHATE

MAGNESIUM SULPHATE

POTASSIUM SULPHATE

TRACE ELEMENT MIX

FERTILISER NPK (16.4.14)

LIME

50

2

3

2

1

4

20

4.00m

0.15m

0.2

0m

150mm THICK CONCRETE BASE,

SL62 REINFORCING, 50 TOP COVER

0.30m

N12 AT 300 CRS

1 N12 CONTINUOUS

PROPOSED

STORMWATER PIPE

0.1

0m

0.5

%

PROPOSED

STORMWATER

PIPE

BIO RETENTION

FILTRATION MEDIA,

REFER BIO RETENTION

FILTRATION DETAIL

(TYP) 0.5m

2

GROUTED

ROCK PITCHING

ADJACENT TO SLOTS

(100 - 150 DIAMETER)

150mm THICK

CONCRETE BASE,

SL62 REINFORCING,

50 TOP COVER

0.5%

4.00m

4.0

0m

PRECAST

HEADWALL

0.5%

100mm WIDE SLOT (3 OF

TOTAL) CENTRALLY

LOCATED IN EACH SIDE

TYPICAL COURSE SEDIMENT FOREBAY DETAIL

SCALE 1:20

TYPICAL COARSE SEDIMENT FOREBAY SECTION

SCALE 1:20

PROVIDE LOCKING FUNCTION

OR SECURE CAP WITH

SCREWS

SUBSOIL DRAIN CLEANOUT

PVC PIPE (NON SLOTTED)

AND CONNECTOR

CLEANOUTS AT HEAD OF

SUBSOIL DRAIN

EXTEND CAP TO APPROXIMATELY

150mm ABOVE BIORETENTION

BASIN SURFACE

PROVIDE END CAP AT HEAD

OF SUBSOIL DRAIN

TYPICAL FLUSH POINT DETAIL IN BIORETENTION

SCALE 1:20

500MM MIN. DEPTH SANDY LOAM MIN.

PARTICLE SIZE 0.45mm.

HYDRAULIC CONDUCTIVITY: 200mm/HR

100mm MIN. DEPTH TRANSITIONAL LAYER OF

COARSE SAND MIN. PARTICLE SIZE 0.5-2mm.

200mm MIN. DEPTH DRAINAGE LAYER OF COARSE

SAND / GRAVEL MIN. PARTICLE SIZE 2 - 5mm.

GEOTEXTILE (BIDIM A34) OR APPROVED EQIVILENT IN

ACCORDANCE WITH IPWEA STD DRG. No.WSUD-004.

100mm DIA SLOTTED PVC DRAINAGE PIPE AT

0.5% GRADE. NOT TO BE SUBSTITUTED WITH

AGG PIPES AND NOT WRAPPED IN GEOFABRIC.

1200 x 1200 OVERFLOW PIT WITH GRATED

TYPE COVER TO BE INSTALLED

TYPICAL BASIN DETAIL - BASIN 1

N.T.S

3.0m

1

i

n

4

B

A

T

T

E

R

M

A

X

RL28.25

RL26.20

RL26.50 BIO-RETENTION STORAGE LEVEL

RL27.60 WEIR LEVEL

TOP OF BASIN

NOMINAL 300mm-400mm DIA.

ROCK HAND PLACED FIXED

IN MORTER.

GEO-TEXTILE UNDERLAY0.6

5m

15.0m

SPILLWAY DEPTH = 0.65m

1

4

1

2

TYPICAL WEIR DETAIL

RL27.75 ON-SITE DETENTION STORAGE LEVEL

FILTER MEDIA TYPICAL CROSS SECTION

MINIMUM 250mm

DRAINAGE LAYER

REFER 15FG01-451 FOR DETAILS

100mm DIA PERFORATED PIPE AT

0.5% LONGITUDINAL GRADE MIN.

500mm FILTER MEDIA

REFER 15FG01-451

FOR DETAILS

100mm TRANSITION LAYER

REFER 15FG01-451

FOR DETAILS

1

i

n

6

B

A

T

T

E

R

M

A

X

3

5

.

6

0

3

4

.6

0

3

3

.6

0

3

5

.

6

0

3

4

.

6

0

3

6

.

0

0

3

5

.

0

0

3

4

.0

0

33

.0

0

3

6

.

0

0

3

5

.

0

0

3

5

.6

0

3

5

.6

0

3

4

.

6

0

3

4

.

6

0

34.6

0

3

3

.6

0

3

6

.0

0

3

6

.

0

0

3

5

.

0

0

3

5

.

0

0

3

4

.0

0

3

3

.

0

0

33.00

10m WIDE SPILLWAY


GRATE RL 32.85

BIORETENTION

AREA =50m²

1 IN 6 MAX BATTER

1m WIDE BERM

TOP OF BATTER TO

MATCH DESIGN

SURFACE (TYP.)

PROVIDE SAFETY POOL FENCE IN

ACCORDANCE WITH COUNCIL

SPECIFICATION (TYP.).

1.0m WIDE TABLE SWALE, TO DIRECT

UPSTREAM CATCHMENT FLOWS TO

PELICAN ROAD CROSS DRAINAGE.

1 IN 4 MAX BATTER

TOP OF BATTER 32.85

FP

COARSE SEDIMENT

FOREBAY REFER

TYPICAL DETAIL

REFER TO TYPICAL

WEIR OUTLET DETAIL

FP

FP

FP

FP

FP

FP

FP

PROPOSED GROSS

POLLUTANT TRAP


GRATE RL 32.85

M

I

N

1

.

0

%

F

A

L

L

M

I

N

1

.

0

%

F

A

L

L

//

//

//

//

/

/

//

/

/

/

/

/

/

/

/

/

/

/

/

/

/

//

//

/

/

/

/

/

/

/

/

//

SHEET 1

SHEET 2

Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

ACE160400.CIV.DA 502 B1:250

BIO RETENSION DENTION BASIN 2

SHEET 1 OF 2

ISSUE FOR APPROVAL



12 m840

SCALE 1:200 @ A1

P

E

L

I

C

A

N

R

O

A

D

BIO RETENTION / DETENTION - BASIN 2

SCALE 1:250

R

O

A

D

5

LEGEND

100Ø SLOTTED uPVC PIPE @ 2m CRS

WITH FLUSH POINT @ 30m CRS.

PROPOSED STORWATER DRAINAGE

PROPOSED FILTER MEDIA

PROPOSED SCOUR

PROTECTION

FINISHED CONTOURS37.0

BASIN MAINTENANCE

DRIVEWAY @ 1 in 10 MAX

KEYPLAN

Project No.


ScaleDwg. No.

A1


Client



[email protected]


TOPLACE PTY LTD

North



121 Majors Bay Road

Concord NSW 2137

Phone: (02) 9747 0950

ACE160400.CIV.DA 503 BAS SHOWN

BIO-RETENTION/DETENTION NOTES AND DETAILS

SHEET 2 OF 2

ISSUE FOR APPROVAL



SCALE 1:250 @ A1

0 4 8 12 m2 6 10

6. POTENTIAL FILTER MEDIA SHALL BE ASSESSED BY A HORTICULTURALIST TO ENSURE THAT THEY ARE CAPABLE OF SUPPORTING A HEALTHY VEGETATION COMMUNITY .

7. THE BIO-RETENTION FILTER MEDIA SHALL BE TESTED TO DEMONSTRATE THE COMPLIANCE WITH THE ABOVE MENTIONED REQUIREMENTS AT THE FOLLOWING

FREQUENCIES:

FOR BIO-RETENTION SYSTEMS <500M2, ONE SAMPLE PER 500M3 OF FILTER MEDIA.

FOR BIO-RETENTION SYSTEMS >500M2, ONE SAMPLE PER 500M3 OF FILTER MEDIA

FOR THE HYDRAULIC CONDUCTIBITY TEST PLUS ONE SAMPLE PER 2000M3 OF FILTER

MEDIA FOR ALL OTHER REQUIRED TESTS.

8. TESTING SHALL BE UNDERTAKEN ON THE ACTUAL MATERIAL TO BE DELIVERED TO THE SITE. THE SUPPLIER AND CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING

THE FILTER MEDIA MEETS THE SPECIFICATIONS AND THE CORRECT MATERIAL IS DELIVERED TO THE SITE PRIOR TO INSTALLATION. THE SUPPLIER SHALL ARRANGE FOR

THE FILTER MEDIA TO BE TESTED BY A CERTIFIED LABORATORY IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS. ON THE BASIS OF THE TESTING, THE SOIL

LABORATORY AND SUPPLIER SHALL CERTIFY THAT THE MATERIAL MEETS THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE A COPY OF THE SUPPLIER’S

CERTIFICATION, TEST RESULTS, AND SUPPLY DOCKETS TO THE DESIGNER (THROUGH THE SITE SUPERINTENDENT) FOR REVIEW AND APPROVAL.

9. AN IN-SITU MEASUREMENT OF HYDRAULIC CONDUCTIVITY SHALL BE UNDERTAKEN FOLLOWING COMPLETING THE CONSTRUCTION OF THE BIO-RETENTION SYSTEM AND

PRIOR TO HAND OVER OF THE SYSTEM. THIS TESTING SHALL BE ACCORDING TO PRACTICE NOTE 1: IN-SITU MEASUREMENT OF HYDRAULIC CONDUCTIVITY (HATT AND LE

COSTUMER, 2008), WHICH CAN BE FOUND IN WWW.MONASH.EDU.AU/FAWB/PUBLICATIONS/INDEX.HTML

10. THE FILTER MEDIA SHALL BE LIGHTLY COMPACTED DURING INSTALLATION TO PREVENT MIGRATION OF FINE PARTICLES. A SINGLE PASS OF COMPACTING MACHINERY

(VIBRATING PLATE FOR SMALL SYSTEMS AND DRUM LAWN ROLLER FOR LARGER SYSTEMS) SHALL BE USED. NO HEAVY COMPACTION OR MULTI-PASS SHALL BE MADE.

11. FILTER MEDIA SHALL BE INSTALLED IN TWO LIFTS FOR DEPTHS OF OVER 500MM

BIO-RETENTION BASIN NOTES:

1. AN IMPERMEABLE LINER SHALL BE INSTALLED TO FULLY CONTAIN INFILTRATED WATER AND PREVENT INFILTRATION TO

GROUNDWATER. LINER SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AND TO FORM CONTINUOUS

BED FREE OF VOIDS AND FREE OF SHARP OBJECTS TO PREVENT TEARING. SUBGRADE SHALL BE GRADED AS

SHOWN ON THE DRA1WINGS TO FORM ROUNDED BASE. LINER TO HAVE ALL WELDED JOINTS SEALED IN ACCORDANCE

WITH THE PRODUCTS SPECIFICATIONS TO ENSURE THE SYSTEM IS WATER TIGHT. LINER NEEDS TO BE APPROPRIATELY

KEYED INTO THE BATTERS AND EMBANKMENTS AND WRAPPED UP AGAINST DRAINAGE PITS TO TOP OF SOIL LAYER WITH

CONSIDERATION TO PROTRUSIONS THROUGH THE LINERS SUCH AS OUTLET PIPES..

2. UNDERDRAINS SHALL BE LAID IN A MINIMUM OF 200MM DRAINAGE LAYER COMPRISED OF FINE GRAVEL (2-5)MM, WITH <2%

FINES AND HYDRAULIC CONDUCTIVITY OF 400MM/HR. THE DRAINAGE LAYER DEPTH MUST ENSURE AT LEAST 50MM COVER

OVER THE UNDERDRAIN. BRIDGING CRITERIA SHALL BE APPLIED TO AVOID MIGRATION OF THE ON-TOP LAYER INTO THE

DRAINAGE LAYER. D15 (DRAINAGE LAYER) Ø5xD85 (ON-TOP LAYER).

3. WHERE INDICATED ON THE DESIGN DRAWINGS A TRANSITION LAYER SHALL BE INCLUDED. THE TRANSITION LAYER

MATERIAL SHALL BE CLEAN, WELL GRADED SAND MATERIAL (TYPICALLY 1MM) CONTAINING <2% FINES. THE PARTICLE SIZE

DISTRIBUTION OF THE SAND SHALL BE ASSESSED TO MEET BRIDGING CRITERIA THAT THE SMALLEST 15% OF THE SAND

PARTICLES BRIDGE WITH THE LARGEST 15% OF THE FILTER MEDIA. D15 (TRANSITION LAYER) Ø5xD85 (FILTER MEDIA).

4. BIO-RETENTION FILTER MEDIA SHALL COMPLY WITH THE FOLLOWING:

HAVE A MINIMUM HYDRAULIC CONDUCTIVITY OF 200MM/HR. THIS SHOULD BE MEASURED ACCORDING TO ASTM

F1815-06 STANDARD TEST METHODS FOR SATURATED HYDRAULIC CONDUCTIVITY, WATER RETENTION, POROSITY,

AND BULK DENSITY OF PUTTING GREEN AND SPORTS TURF ROOT ZONES METHOD.

HAVE TOTAL CLAY AND SILT MIX LESS THAN 3% (W/W) TO REDUCE THE LIKELIHOOD OF STRUCTURAL COLLAPSE OF

SUCH SOILS.

THE FILTER MEDIA SHALL BE GRADED LOAMY SAND WITHOUT GAP IN THE PARTICLE SIZE GRADING AND THE

COMPOSITION SHALL NOT BE DOMINATED BY A SMALL PARTICLE SIZE RANGE. THE FOLLOWING IS A GUIDE FOR

THE FILTER MEDIA PARTICLE SIZE DISTRIBUTION:

o CLAY AND SILT<3%(<0.05MM)

o VERY FINE SAND 5-30% (0.05-0.15MM)

o FINE SAND 10-30% (0.25-1.0MM)

o MEDIUM TO COARSE SAND 40-60% (0.25-1.0MM)

o COARSE SAND 7-10% (1.0-2.0MM)

o FINE GRAVEL <3% (2.0-3.4MM)

FILTER MEDIA SHALL BE TESTED (ACCORDING TO AS4419-2003) TO COMPLY WITH THE FOLLOWING:

o TOTAL NITROGEN (TN) CONTENT < 800MG/KG

o ORTHOPHOSPHATE (PO4) CONTENT < 40MG/KG

o ORGANIC MATTER AT LEAST 3% (W/W)

o PH 5.5-7.5 (PH 1:5 IN WATER)

o ELECTRICAL CONDUCTIVITY (EC) <1.2DS/M

o DISPERSIBILITY

5. AN ALTERNATIVE OPTION FOR BIORETENTION FILTER MEDIA IS AN ENGINEERED FILTER MEDIA THIS IS A WASHED, WELL

GRADED SAND WITH APPROPRIATE HYDRAULIC CONDUCTIVITY (SUCH AS MATERIALS USED FOR CONSTRUCTION OF GOLF

GREENS). THE TOP 100MM OF THE FILTER MEDIA SHALL THAN BE AMELIORATED WITH APPROPRIATE ORGANIC MATTER,

FERTILISER AND TRACE ELEMENTS AS SHOWN BELOW:

CONSTITUENT QUANTITY (KG/100

M2 FILTER AREA)

GRANULATED POULTRY MANURE FINES

SUPERPHOSPHATE

MAGNESIUM SULPHATE

POTASSIUM SULPHATE

TRACE ELEMENT MIX

FERTILISER NPK (16.4.14)

LIME

50

2

3

2

1

4

20

4.00m

0.15m

0.2

0m

150mm THICK CONCRETE BASE,

SL62 REINFORCING, 50 TOP COVER

0.30m

N12 AT 300 CRS

1 N12 CONTINUOUS

PROPOSED

STORMWATER PIPE

0.1

0m

0.5

%

PROPOSED

STORMWATER

PIPE

BIO RETENTION

FILTRATION MEDIA,

REFER BIO RETENTION

FILTRATION DETAIL

(TYP) 0.5m

2

GROUTED

ROCK PITCHING

ADJACENT TO SLOTS

(100 - 150 DIAMETER)

150mm THICK

CONCRETE BASE,

SL62 REINFORCING,

50 TOP COVER

0.5%

4.00m

4.0

0m

PRECAST

HEADWALL

0.5%

100mm WIDE SLOT (3 OF

TOTAL) CENTRALLY

LOCATED IN EACH SIDE

TYPICAL COURSE SEDIMENT FOREBAY DETAIL

SCALE 1:20

TYPICAL COARSE SEDIMENT FOREBAY SECTION

SCALE 1:20

PROVIDE LOCKING FUNCTION

OR SECURE CAP WITH

SCREWS

SUBSOIL DRAIN CLEANOUT

PVC PIPE (NON SLOTTED)

AND CONNECTOR

CLEANOUTS AT HEAD OF

SUBSOIL DRAIN

EXTEND CAP TO APPROXIMATELY

150mm ABOVE BIORETENTION

BASIN SURFACE

PROVIDE END CAP AT HEAD

OF SUBSOIL DRAIN

TYPICAL FLUSH POINT DETAIL IN BIORETENTION

SCALE 1:20

500MM MIN. DEPTH SANDY LOAM MIN.

PARTICLE SIZE 0.45mm.

HYDRAULIC CONDUCTIVITY: 200mm/HR

100mm MIN. DEPTH TRANSITIONAL LAYER OF

COARSE SAND MIN. PARTICLE SIZE 0.5-2mm.

200mm MIN. DEPTH DRAINAGE LAYER OF COARSE

SAND / GRAVEL MIN. PARTICLE SIZE 2 - 5mm.

GEOTEXTILE (BIDIM A34) OR APPROVED EQIVILENT IN

ACCORDANCE WITH IPWEA STD DRG. No.WSUD-004.

100mm DIA SLOTTED PVC DRAINAGE PIPE AT

0.5% GRADE. NOT TO BE SUBSTITUTED WITH

AGG PIPES AND NOT WRAPPED IN GEOFABRIC.

1200 x 1200 OVERFLOW PIT WITH GRATED

TYPE COVER TO BE INSTALLED

TYPICAL BASIN DETAIL - BASIN 2

N.T.S

1

i

n

6

B

A

T

T

E

R

M

A

X

1.0m

1

i

n

4

B

A

T

T

E

R

M

A

X

RL33.60

RL32.55

RL32.85 BIO-RETENTION STORAGE LEVEL

RL33.40 WEIR LEVEL

TOP OF BASIN

NOMINAL 300mm-400mm DIA.

ROCK HAND PLACED FIXED

IN MORTER.

GEO-TEXTILE UNDERLAY

10.0m

SPILLWAY DEPTH = 0.2m

1

4

1

2

TYPICAL WEIR DETAIL

RL33.50 ON-SITE DETENTION STORAGE LEVEL

FILTER MEDIA TYPICAL CROSS SECTION

MINIMUM 250mm

DRAINAGE LAYER

REFER 15FG01-451 FOR DETAILS

100mm DIA PERFORATED PIPE AT

0.5% LONGITUDINAL GRADE MIN.

500mm FILTER MEDIA

REFER 15FG01-451

FOR DETAILS

100mm TRANSITION LAYER

REFER 15FG01-451

FOR DETAILS

SITE BASED STORMWATER MANAGEMENT PLAN FOR PROPOSED RESIDENTIAL DEVELOPMENT 14 SCHOFIELDS ROAD, SCHOFIELDS September 2017

Page 28 Australian Consulting Engineers ACE160400.CIV.DA - SBSMP-Issue B ENGINEERS | PROJECT MANAGERS | DEVELOPMENT CONSULTANTS www.aceeng.com.au

Appendix C DRAINS OUTPUT AND RESULT

DRAINS MODEL LAYOUT and RESULTS

DRAINS LAYOUT - Outlet 1

Catchment Data – Outlet 1

DRAINS RESULTS - 39% AEP Storm - Outlet 1



DRAINS MODEL LAYOUT and RESULTS

DRAINS LAYOUT - Outlet 2

Catchment Data – Outlet 2



Appendix D SCHOFIELDS ROAD SWALE

CALCULATION



Schofields Road Swale Capacity Calculation and Checking of Freeboard

for the Proposed Buildings Catchment Area = 1.1 ha

Design Flow = 0.34 m3/s (1% AEP)

Swale Properties: Base = 0m

Side‐slope = 1 in 4 Height = 500 mm

Swale Capacity = 0.972 m3/s, that concludes Q100 flow from the catchment will be safely contained

within the swale.

Q100 water depth in swale (max) = 340 mm

The Table below shows the free board of the proposed buildings along the swale from the Q100

water level in the swale. The Table indicates the building along Schofield Road swale will have

necessary 500mm freeboard, in accordance with Blacktown City Council Guidelines

Building No Building FFL (m) Swale invert (m) Water depth (m) Q100 water level (m) Free board (m) C1 35.0 31.735 0.34 32.075 2.925 N1 34.5 30.435 0.34 30.775 3.725 P1 33.5 29.135 0.34 29.475 4.025 P2 33.5 29.135 0.34 29.475 4.025 S1 33.0 28.735 0.34 29.075 3.925

Refer to next page for the Swale Capacity Calculation Details



DRAINS RESULT – Q100 Flow from Swale Catchment

SWALW CAPACITY CALCULATION – Manning’s Open Channel Flow Calculation



Appendix E BRIEF REPORT FOR INTERNAL

STORMWATER QUALITY TREATMENT

[email protected]


krikis tayler architects

ARCHITECT

a level 7 97 pacific highway

north sydney nsw 2060

m po box 726 north sydney nsw 2059

p +61(0)2 9900 6000 f +61(0)2 9900 6001

w www.krikistayler.com.au

Project Details

Project: 160400-Schofields Rd, Schofields

Report Export Date: 4/09/2017

Catchment Name: MUSIC Model 160400- Schofields Rd

Catchment Area: 6.237ha

Impervious Area*: 80.83%

Rainfall Station: 67035 LIVERPOOL(WHITLAM

Modelling Time-step: 6 Minutes

Modelling Period: 1/01/1967 - 31/12/1976 11:54:00 PM

Mean Annual Rainfall: 857mm

Evapotranspiration: 1261mm

MUSIC Version: 6.2.1

MUSIC-link data Version: 6.22

Study Area: Blacktown

Scenario: Blacktown Development

Company Details

Company: Australian Consulting Engineers

Contact: Osman Chowdhury

Address: Schofields Rd, Schofields

Phone: 9763 1500

Email: [email protected]

Treatment Train Effectiveness

Node: Post-Development Node Reduction

Flow 8.75%

TSS 86.7%

TP 64.8%

TN 44%

GP 100%

Treatment Nodes

Node Type Number

Detention Basin Node 7

Rain Water Tank Node 6

Generic Node 7

GPT Node 13

Source Nodes

Node Type Number

Urban Source Node 25

MUSIC-link Report

* takes into account area from all source nodes that link to the chosen reporting node, excluding Import Data Nodes

Comments

NOTE: A successful self-validation check of your model does not constitute an approved model by Blacktown City CouncilMUSIC-link now in MUSIC by eWater – leading software for modelling stormwater solutions

1 of 5

Passing Parameters

Node Type Node Name Parameter Min Max Actual

Detention SF Chamber (14.m�) % Reuse Demand Met None None 0

Detention SF Chamber (24m�) % Reuse Demand Met None None 0

Detention SF Chamber (34.7m�) % Reuse Demand Met None None 0


Detention SF Chamber (54m�) % Reuse Demand Met None None 0



GPT 1 x Enviropod 200 Hi-flow bypass rate (cum/sec) None None 0.02












GPT 9x Enviropod 200 Hi-flow bypass rate (cum/sec) None None 0.18

Post Post-Development Node % Load Reduction None None 8.75

Post Post-Development Node GP % Load Reduction 90 None 100

Post Post-Development Node TSS % Load Reduction 85 None 86.7

Rain Z1: 1x20kL RWT % Reuse Demand Met 80 None 80.1281






Urban Podium (BP Enviropod) - 260m� (36%Imp) Area Impervious (ha) None None 0.009

Urban Podium (BP Enviropod) - 260m� (36%Imp) Area Pervious (ha) None None 0.016

Urban Podium (BP Enviropod) - 260m� (36%Imp) Total Area (ha) None None 0.026

Urban Z1: Podium (to Enviropod) - 1545m� (56%Imp) Area Impervious (ha) None None 0.086

Urban Z1: Podium (to Enviropod) - 1545m� (56%Imp) Area Pervious (ha) None None 0.068

Urban Z1: Podium (to Enviropod) - 1545m� (56%Imp) Total Area (ha) None None 0.155

Urban Z1: Roof - 991.21m� Area Impervious (ha) None None 0.099

Urban Z1: Roof - 991.21m� Area Pervious (ha) None None 0

Urban Z1: Roof - 991.21m� Total Area (ha) None None 0.099

Urban Z1:D/Way- 165m� Area Impervious (ha) None None 0.017

Urban Z1:D/Way- 165m� Area Pervious (ha) None None 0

Only certain parameters are reported when they pass validation


2 of 5


Urban Z1:D/Way- 165m� Total Area (ha) None None 0.017

Urban Z2.1: Podium (BP Enviropod)- 3450.1m� (87%Imp) Area Impervious (ha) None None 0.299

Urban Z2.1: Podium (BP Enviropod)- 3450.1m� (87%Imp) Area Pervious (ha) None None 0.045

Urban Z2.1: Podium (BP Enviropod)- 3450.1m� (87%Imp) Total Area (ha) None None 0.345

Urban Z2.1: Podium (to Enviropod - 1365m� (55%Imp) Area Impervious (ha) None None 0.054

Urban Z2.1: Podium (to Enviropod - 1365m� (55%Imp) Area Pervious (ha) None None 0.045

Urban Z2.1: Podium (to Enviropod - 1365m� (55%Imp) Total Area (ha) None None 0.1

Urban Z2.2 :Podium (BP Enviropod)-980m� (45%Imp) Area Impervious (ha) None None 0.043

Urban Z2.2 :Podium (BP Enviropod)-980m� (45%Imp) Area Pervious (ha) None None 0.054

Urban Z2.2 :Podium (BP Enviropod)-980m� (45%Imp) Total Area (ha) None None 0.098

Urban Z2.2 :Podium (to Enviropod)-605m� (45%Imp) Area Impervious (ha) None None 0.027

Urban Z2.2 :Podium (to Enviropod)-605m� (45%Imp) Area Pervious (ha) None None 0.033

Urban Z2.2 :Podium (to Enviropod)-605m� (45%Imp) Total Area (ha) None None 0.061




Urban Z2:D/Way - 99..2m� Area Impervious (ha) None None 0.01

Urban Z2:D/Way - 99..2m� Area Pervious (ha) None None 0

Urban Z2:D/Way - 99..2m� Total Area (ha) None None 0.01

Urban Z3: Podium (BP Enviropod) 1460m� (76%Impervious) Area Impervious (ha) None None 0.110595

Urban Z3: Podium (BP Enviropod) 1460m� (76%Impervious) Area Pervious (ha) None None 0.035405

Urban Z3: Podium (BP Enviropod) 1460m� (76%Impervious) Total Area (ha) None None 0.146

Urban Z3: Podium (to Enviropod)- 6410m� (66%Imp) Area Impervious (ha) None None 0.426

Urban Z3: Podium (to Enviropod)- 6410m� (66%Imp) Area Pervious (ha) None None 0.214

Urban Z3: Podium (to Enviropod)- 6410m� (66%Imp) Total Area (ha) None None 0.641




Urban Z3:D/Way- 231.9m� Area Impervious (ha) None None 0.024

Urban Z3:D/Way- 231.9m� Area Pervious (ha) None None 0

Urban Z3:D/Way- 231.9m� Total Area (ha) None None 0.024

Urban Z4 Podium (BP Enviropod) - 2465m� (77%Imp) Area Impervious (ha) None None 0.189

Urban Z4 Podium (BP Enviropod) - 2465m� (77%Imp) Area Pervious (ha) None None 0.056

Urban Z4 Podium (BP Enviropod) - 2465m� (77%Imp) Total Area (ha) None None 0.246

Urban Z4 Podium (to Enviropod) - 3595m� (64%Imp) Area Impervious (ha) None None 0.230

Urban Z4 Podium (to Enviropod) - 3595m� (64%Imp) Area Pervious (ha) None None 0.129

Urban Z4 Podium (to Enviropod) - 3595m� (64%Imp) Total Area (ha) None None 0.36






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Urban Z5: Podium (BP Enviropod)- 1413m� (51%Imp) Area Impervious (ha) None None 0.071

Urban Z5: Podium (BP Enviropod)- 1413m� (51%Imp) Area Pervious (ha) None None 0.069

Urban Z5: Podium (BP Enviropod)- 1413m� (51%Imp) Total Area (ha) None None 0.141

Urban Z5: Podium (to Enviropod) 1740 m� (65%Imp) Area Impervious (ha) None None 0.113

Urban Z5: Podium (to Enviropod) 1740 m� (65%Imp) Area Pervious (ha) None None 0.060

Urban Z5: Podium (to Enviropod) 1740 m� (65%Imp) Total Area (ha) None None 0.174







Urban Z6: Podium (to Enviropod) 12440 m� (71%Imp) Area Impervious (ha) None None 0.878

Urban Z6: Podium (to Enviropod) 12440 m� (71%Imp) Area Pervious (ha) None None 0.365

Urban Z6: Podium (to Enviropod) 12440 m� (71%Imp) Total Area (ha) None None 1.244









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Failing Parameters


Post Post-Development Node TN % Load Reduction 45 None 44

Post Post-Development Node TP % Load Reduction 65 None 64.8

Rain Z1: 1x20kL RWT Threshold Hydraulic Loading for C** (m/yr) 0 0 3500

Rain Z1: 1x20kL RWT Total Nitrogen - C** (mg/L) 0 0 1.4

Rain Z1: 1x20kL RWT Total Phosphorus - C** (mg/L) 0 0 0.13

Rain Z1: 1x20kL RWT Total Suspended Solids - C** (mg/L) 0 0 12























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Appendix F CALCULATION OF SEI



Pre-development Model Layout

Pre-developed Output Flow



Post-development Model Layout

Post-developed Output Flow

Calculation of stream erosion index ESI

Calculation of Qcritical:

Area = 9.71 ha = 0.0971 km2

tc = 0.76A0.38 = 0.76 x (0.0971)0.38 = 0.313 hr = 18.8 min

tc = 18 min (adopted)

Q2 = 0.278 x C2 x I2 x A

= (0.278 x 0.444) x 58 x 0.0971

= 0.695 m3/s

Qcritical = Q2 x 25% = 0.174 m2/s

From MUSIC model:

SEI = Post Development Output Flow / Predevelopment Output Flow

= 52.5 / 20.3

= 2.59

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