OLD

REN

WIC

K RO

AD

CO

LE

MA

NS

R

OA

D

RO

AD

MC

LA

UC

HLA

N S

T

MO

WA

T S

T

GLE

NR

OY

C

R

TH

OM

SO

NS

F

OR

D R

OA

D

OLD

REN

WIC

K RO

AD

Plan Change 64 Boundary

Plan Change 65 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

<

<

<

<

<

<

<

<

<

<

<

<

<

<

<

<

<

<

<

<

<<

<

<

<

<

<

<

<

Catchment

to discharge

185 l/s max to here

Catchment

to discharge 115l/s

max to here

2

1

Catchment

to discharge

35 l/s max to here

2a

Catchment

to discharge

61 l/s max to here

1a

Q50 Design

HGL = 6.9m

This section of

Caseys Creek is

limited to 300 l/s

Stormwater infrastructure

must be extended to take

this discharge to treatment

within catchment

HGL must be lower than RL=8.0m

2

225 DN

225 DN

225 DN

300 D

N

300 D

N

225 DN

ex 150 D

N

ex 150 D

N

ex 225 D

N

ex 150 D

N

ex 150 D

N

225 D

N

ex 225 D

N

ex 300 D

N

ex 300 D

N

ex 300 D

N

ex 300 D

N

225 D

N

225 DN

450 D

N

1200 D

N T

runk m

ain

1050 D

N

1200 D

N T

runk m

ain

1200 DN

Tru

nk main

1200 DN

Tru

nk main

1200 D

N T

runk m

ain

1200 D

N T

runk m

ain

ex 3

00 D

N

ex 3

00 D

N

Q50 = 32 l/s

Stormwater Catchment Boundary

1050 DN T

runk M

ain

1050 DN Trunk M

ain

1050 DN T

runk M

ain

375 D

N

375 D

N

375 DN

1050 D

N T

runk M

ain

Q50 Design

HGL = 5.75m

Catchment

to discharge 24l/s

max to here

10

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge = 115 l/s

Additional Treatment is required to obtain

Discharge Approval.

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge to Trunk Main = 61 l/s

Additional Treatment is required to obtain

Discharge Approval.

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge to Trunk Main - 24 l/s

Additional Treatment is required to obtain

Discharge Approval.

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge = 185 l/s

Additional Treatment is required to obtain

Discharge Approval.

600 D

N T

runk M

ain

225mmØ

1a

2a

1

2

10

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge to Trunk Main = 35l/s

Additional Treatment is required to obtain

Discharge Approval.

MU

RP

HY

S

N

Accepted Services Plan

Stormwater

Plan Change 64

1:1500 (A1)

Plan

as develo

pment p

rogre

sses

Caseys C

reek to

be fi

lled (

rem

oved)

Legend

#

Catchment Number &

Catchment Boundary

Note

1. The location and size of the infrastructure shown on

this plan is conceptual.

2. The Lot layout and road configuration is only

indicative. They have been derived from preliminary

Architech sketch's.

3. Trunk Mains will run treated stormwater

4. Trunk mains are only to take discharge at locations

& from catchments shown on drawing.

5. Datum = MSL

APPENDIX 1.1

OLD

REN

WIC

K RO

AD

CO

LE

MA

NS

R

OA

D

RO

AD

OLD

REN

WIC

K RO

AD

TH

OM

SO

NS

F

OR

D R

OA

D

OLD

REN

WIC

K RO

AD

OLD

REN

WIC

K RO

AD

Plan Change 65 Boundary

Plan Change 65 Boundary

Plan Change 67 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

<

<

<

<

<

<

<

<

<<

<

<

<

<

<

<

<

<

<

<

<

<

<

ex 300 D

N

ex 300 D

N

ex 300 D

N

ex 300 D

N

1200 D

N T

runk m

ain

1050 D

N

ex 300 D

N

ex 300 D

N

1050 DN T

runk M

ain

1050 DN T

runk M

ain

1050 DN T

runk M

ain

1050 D

N T

runk M

ain

900 DN T

runk M

ain

Trunk M

ain

9

0

0

D

N

750 DN T

runk M

ain

300 DN T

runk M

ain

300 DN T

runk M

ain

600 D

N T

runk M

ain

225mmØ

5

8

9

6

4

3

11

4

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge to Trunk Main = 127 l/s

Additional Treatment is required to obtain

Discharge Approval.

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge to Trunk Main = 216 l/s

Additional Treatment is required to obtain

Discharge Approval.

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge to Trunk Main = 115 l/s

Additional Treatment is required to obtain

Discharge Approval.

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge to Trunk Main = 110 l/s

Additional Treatment is required to obtain

Discharge Approval.

Stormwater infrastructure

must be extended to take

this discharge to treatment

within catchment

HGL must be lower than RL=9.5m

6

Q50 = 12 l/s

Stormwater infrastructure

must be extended to take

this discharge to treatment

within catchment

HGL must be lower than RL=8.75m

4

Q50 = 69 l/s

Stormwater infrastructure

must be extended to take

this discharge to treatment

within catchment

HGL must be lower than RL=8.5m

4

Q50 = 94 l/s

Catchment

to discharge

115 l/s max to here

5

Catchment

to discharge

110 l/s max to here

6

Catchment

to discharge

25 l/s max to here

8

Catchment

to discharge

24 l/s max to here

9

Catchment

to discharge

127 l/s max to here

3

Catchment

to discharge

234 l/s max to here

4

Catchment

to discharge

8 l/s max to here

11

MU

RP

HY

S

N

Accepted Services Plan

Stormwater

Plan Change 65

1:1500 (A1)

Plan

Legend

#

Catchment Number &

Catchment Boundary

as develo

pment p

rogre

sses

Caseys C

reek to

be fi

lled (

rem

oved)

as develo

pment p

rogre

sses

Caseys C

reek to

be fi

lled (

rem

oved)

Note

1. The location and size of the infrastructure shown on

this plan is conceptual.

2. The Lot layout and road configuration is only

indicative. They have been derived from preliminary

Architech sketch's.

3. Trunk Mains will run treated stormwater

4. Trunk mains are only to take discharge at locations

& from catchments shown on drawing.

5. Datum = MSL

APPENDIX 1.2

RO

AD

BLIC

KS

LA

NE

OLD

REN

WIC

K RO

AD

TH

OM

SO

NS

F

OR

D R

OA

D

OLD

REN

WIC

K RO

AD

Plan Change 65 Boundary

Plan Change 67 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

<

<

<

<

<

<

<

ex 300 D

N

1050 DN T

runk M

ain

Catchment

to discharge

392 l/s max to here

7

1050 D

N T

runk M

ain

900 DN T

runk M

ain

Trunk M

ain

9

0

0

D

N

750 DN T

runk M

ain

Catchment (Rural)

to discharge

42 l/s max to here

300 DN T

runk M

ain

300 DN T

runk M

ain

300 D

N T

runk M

ain

300 DN

Tru

nk Main

300 DN

Tru

nk Main

Storage is required to reduce discharge

from catchment to Trunk Main.

Maximum discharge to Trunk Main = 392 l/s

Additional Treatment is required to obtain

Discharge Approval.

7

Stormwater infrastructure

must be extended to take

this discharge to treatment

within catchment

HGL must be lower than RL=10.0m

7

Q50 = 7 l/s

<

<

<

<

<

<

<

<

<

<

<

<

Existing Rural Runoff

must be intercepted

and piped to Trunk Main

MU

RP

HY

S

N

Accepted Services Plan

Stormwater

Plan Change 67

1:1500 (A1)

Plan

Legend

#

Catchment Number &

Catchment Boundary

Note

1. The location and size of the infrastructure shown on

this plan is conceptual.

2. The Lot layout and road configuration is only

indicative. They have been derived from preliminary

Architech sketch's.

3. Trunk Mains will run treated stormwater

4. Trunk mains are only to take discharge at locations

& from catchments shown on drawing.

5. Datum = MSL

APPENDIX 1.3

OLD

REN

WIC

K RO

AD

CO

LE

MA

NS

R

OA

D

RO

AD

MC

LA

UC

HLA

N S

T

MO

WA

T S

T

GLE

NR

OY

C

R

TH

OM

SO

NS

F

OR

D R

OA

D

ex DN

150 W

ater M

ain

ex DN

150 W

ater M

ain

ex DN

100 W

ater M

ain

ex DN

100 W

ater M

ain

ex DN

100 W

ater M

ain

ex D

N 100 W

ater M

ain

ex D

N 100 W

ater M

ain

ex D

N 150 W

ater M

ain

ex D

N 150 W

ater M

ain

ex DN

150 W

ater M

ain

OLD

RE

NW

ICK

RO

AD

Plan Change 64 Boundary

Plan Change 65 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ater M

ain

DN

200 W

ater M

ain

DN

200 W

ate

r M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ater M

ain

D

N

2

0

0

W

a

te

r M

a

in

DN

150 W

ater M

ain

DN

63 W

ater M

ain

DN

63 W

ater M

ain

DN

200 W

ater M

ain

Connect t

o exis

ting

Connect t

o exis

ting

DN

150 W

ater M

ain

Connect t

o exis

ting

DN

200 W

ater M

ain

DN

200 W

ater M

ain

Connect t

o exis

ting

Connect t

o exis

ting

DN

63 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ater M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ater M

ain

MU

RP

HY

S

Accepted Services Plan

Water

Plan Change 64

N

1:1500 (A1)

Plan

APPENDIX 2.1

Note

1. The location and size of the infrastructure shown on

this plan is conceptual.

2. The Lot layout and road configuration is only

indicative. They have been derived from preliminary

Architech sketch's.

OLD

REN

WIC

K RO

AD

CO

LE

MA

NS

R

OA

D

RO

AD

OLD

REN

WIC

K RO

AD

TH

OM

SO

NS

F

OR

D R

OA

D

OLD

REN

WIC

K RO

AD

ex DN

150 W

ater M

ain

ex DN

150 W

ater M

ain

ex D

N 150 W

ater M

ain

ex DN

150 W

ater M

ain

OLD

REN

WIC

K RO

AD

Plan Change 65 Boundary

Plan Change 65 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ate

r M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

63 W

ater M

ain

DN

63 W

ater M

ain

DN

200 W

ater M

ain

Connect t

o exis

ting

DN

200 W

ater M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

Connect t

o exis

ting

Connect t

o exis

ting

DN

63 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ater M

ain

DN

200 W

ater M

ain

DN

1

50

W

ate

r M

ain

DN

200 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ater M

ain

DN

200 W

ater M

ain

DN

200 W

ater M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

63 W

ater M

ain

DN

200 W

ater M

ain

DN

150 W

ater M

ain

MU

RP

HY

S

N

Accepted Services Plan

Water

Plan Change 65

1:1500 (A1)

Plan

Note

1. The location and size of the infrastructure shown on

this plan is conceptual.

2. The Lot layout and road configuration is only

indicative. They have been derived from preliminary

Architech sketch's.

APPENDIX 2.2

RO

AD

BLIC

KS

LA

NE

OLD

REN

WIC

K RO

AD

TH

OM

SO

NS

F

OR

D R

OA

D

OLD

REN

WIC

K RO

AD

Plan Change 65 Boundary

Plan Change 67 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

DN

150 W

ater M

ain

DN

150 W

ater M

ain

Connect t

o exis

ting

DN

200 W

ater M

ain

DN

200 W

ater M

ain

DN

1

50

W

ate

r M

ain

DN

200 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ater M

ain

DN

200 W

ater M

ain

DN

200 W

ater M

ain

DN

200 W

ater M

ain

DN

200 W

ater M

ain

DN

150 W

ater M

ain

DN

150 W

ater M

ain

DN

200 W

ater M

ain

DN

150 W

ater M

ain

DN

63 W

ater M

ain

DN

63 W

ater M

ain

DN

200 W

ater M

ain

MU

RP

HY

S

N

Accepted Services Plan

Water

Plan Change 67

1:1500 (A1)

Plan

Note

1. The location and size of the infrastructure shown on

this plan is conceptual.

2. The Lot layout and road configuration is only

indicative. They have been derived from preliminary

Architech sketch's.

APPENDIX 2.3

ex D

N 150

OLD

REN

WIC

K RO

AD

CO

LE

MA

NS

R

OA

D

MC

LA

UC

HLA

N S

T

MO

WA

T S

T

GLE

NR

OY

C

R

OLD

RE

NW

ICK

RO

AD

Plan Change 64 Boundary

Plan Change 65 Boundary

ex D

N 1

50

ex D

N 150

ex DN 1

50 Sewer m

ain

ex D

N 1

50

ex D

N 150

ex D

N 150

ex PS

ex D

N 1

50

ex D

N 1

50

M

H

1

C

1

1

M

H

1

C

1

0

M

H

F

M

H

G

M

H

C

100 N

D S

ew

er

Ris

ing M

ain

DN

150 S

ew

er

Main

M

H

1

A

1

M

H

1

A

2

M

H

1

A

3

M

H

1

A

5

M

H

1

A

6

M

H

1

A

1

3

M

H

1

A

1

0

M

H

1

A

9

M

H

1

A

8

M

H

1

B

1

M

H

1

B

6

M

H

1

B

2

M

H

1

B

3

M

H

1

B

4

M

H

1

B

5

M

H

1

D

1

M

H

1

D

2

M

H

1

D

6

PS 1A

PS 1B

DN

150 S

ewer O

verflow

100ND

Sew

er Ris

ing M

ain

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

DN

150 S

ew

er

Main

DN

150 S

ew

er

Main

DN

150 S

ew

er

Main

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

D

N

1

5

0

S

e

w

e

r

M

a

in

DN 175 Sewer Main

100N

D S

ew

er R

ising M

ain

150N

D S

ew

er R

ising M

ain

D

N

1

5

0

S

e

w

e

r

O

v

e

r

f

l

o

w

DN

150 S

ew

er M

ain

DN

150 S

ew

er O

verflow

Sewer Catchment to discharge

into Gravity Pipeline in Old Renwick Road

PS 1C

PS 1D

D

N

1

5

0

S

e

w

e

r

M

a

i

n

D

N

1

5

0

S

e

w

e

r

M

a

i

n

1

0

0

N

D

S

e

w

e

r

R

i

s

i

n

g

M

a

i

n

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

PS 1C

Catchment = 5.4ha

Peak wet flow = 1.9l/s

PS 1D

Catchment = 6.9ha

Peak wet flow = 2.5l/s

PS 1B Catchment = 9.7ha

PS 1D Catchment = 6.9ha

Peak wet flow = 5.9l/s

PS 1A Catchment = 11.6ha

PS 1B Catchment = 9.7ha

PS 1C Catchment = 5.4ha

PS 1D Catchment = 6.9ha

Peak wet flow = 12.0l/s

Sewer Catchment to discharge

into Pump Station "PS 1A"

Sewer Catchment to discharge

into Pump Station "PS 1B"

Area outside PC 64 discharge

into Pump Station "PS 1A"

Area outside PC 64 discharge

into Pump Station "PS 1B"

Sewer Catchment to discharge

into Gravity Pipeline in Old Renwick Road

DN

150 S

ew

er

Main

Dis

charge in

to e

xistin

g

M

H

C

1

e

x

M

H

B

e

x

M

H

A

M

H

F

1

e

x

M

H

E

e

x

M

H

D

150N

D S

ew

er

Ris

ing M

ain

Sew

er O

verflow

N

Accepted Services Plan

Sewer

Plan Change 64

1:1500 (A1)

Plan

Note

1. The location and size of the infrastructure shown on

this plan is conceptual.

2. The Lot layout and road configuration is only

indicative. They have been derived from preliminary

Architech sketch's.

APPENDIX 3.1

OLD

REN

WIC

K RO

AD

CO

LE

MA

NS

R

OA

D

RO

AD

OLD

REN

WIC

K RO

AD

TH

OM

SO

NS

F

OR

D R

OA

D

OLD

REN

WIC

K RO

AD

OLD

REN

WIC

K RO

AD

Plan Change 65 Boundary

Plan Change 65 Boundary

Plan Change 67 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

ex DN 1

50 Sewer m

ain

ex D

N 1

50

ex D

N 1

50

ex D

N 1

50

ex D

N 150

ex P

S

ex D

N 1

50

ex D

N 1

50

M

H

1

C

1

1

M

H

1

C

1

0

M

H

2

A

1

M

H

2

A

2

M

H

2

A

9

M

H

2

B

1

M

H

2

A

6

M

H

2

C

1

4

M

H

2

A

4

M

H

2

A

5

M

H

2

A

3

M

H

2

B

7

M

H

2

B

1

1

M

H

F

M

H

G

M

H

2

C

1

100 N

D S

ew

er

Ris

ing M

ain

DN

150 S

ew

er

Main

M

H

1

A

3

M

H

1

A

5

M

H

1

A

6

M

H

1

B

3

M

H

1

B

4

M

H

1

B

5

M

H

1

D

1

M

H

1

D

2

M

H

1

D

6

DN

150 S

ewer O

verflow

100ND

Sew

er Ris

ing M

ain

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

DN

150 S

ew

er

Main

DN

150 S

ew

er

Main

DN

150 S

ew

er M

ain

D

N

1

5

0

S

e

w

e

r

O

v

e

r

f

l

o

w

PS 1C

PS 1D

PS 2A

PS 2C

DN

150 S

ewer O

verflow

DN

150 S

ew

er M

ain

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

DN

150 S

ewer O

verflow

DN

150 S

ewer M

ain

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

100ND

Sew

er Ris

ing M

ain

100ND

Sew

er Ris

ing M

ain

150ND

Sew

er Ris

ing M

ain

150N

D S

ew

er R

ising M

ain

D

N

1

5

0

S

e

w

e

r

M

a

i

n

D

N

1

5

0

S

e

w

e

r

M

a

i

n

1

0

0

N

D

S

e

w

e

r

R

i

s

i

n

g

M

a

i

n

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

PS 2B

DN

175

DN

150

DN

150

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

DN

150 S

ew

er M

ain

D

N

1

5

0

S

e

w

e

r

M

a

i

n

DN

150 S

ewer M

ain

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

PS 2C

Catchment = 12.4ha

Peak wet flow = 4.4l/s

PS 2B

Catchment = 9.4ha

Peak wet flow = 3.35l/s

PS 2A Catchment = 16.6ha

PS 2B Catchment = 9.4ha

PS 2C Catchment = 12.4ha

Peak wet flow = 13.7l/s

PS 1C

Catchment = 5.4ha

Peak wet flow = 1.9l/s

PS 1D

Catchment = 6.9ha

Peak wet flow = 2.5l/s

PS 1B Catchment = 9.7ha

PS 1D Catchment = 6.9ha

Peak wet flow = 5.9l/s

Sewer Catchment to discharge

into Pump Station "PS 1C"

Sewer Catchment to discharge

into Pump Station "PS 1D"

Area within PC 65 discharge

to Pump Station within PC 67

Area within PC 65 discharge

to Pump Station within PC 64

Area outside PC 65 discharge

into Pump Station "PS 2A"

Sewer Catchment to discharge

into Pump Station "PS 2A"

Sewer Catchment to discharge

into Gravity Pipeline in Old Renwick Road

M

H

F

1

e

x

M

H

E

e

x

M

H

D

MU

RP

HY

S

N

Accepted Services Plan

Sewer

Plan Change 65

1:1500 (A1)

Plan

Note

1. The location and size of the infrastructure shown on

this plan is conceptual.

2. The Lot layout and road configuration is only

indicative. They have been derived from preliminary

Architech sketch's.

APPENDIX 3.2

RO

AD

BLIC

KS

LA

NE

OLD

REN

WIC

K RO

AD

TH

OM

SO

NS

F

OR

D R

OA

D

OLD

REN

WIC

K RO

AD

Plan Change 65 Boundary

Plan Change 67 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

M

H

2

A

1

M

H

2

A

2

M

H

2

A

9

M

H

2

B

1

M

H

2

A

6

M

H

2

C

1

4

M

H

2

A

4

M

H

2

A

5

M

H

2

A

3

M

H

2

B

7

M

H

2

B

1

1

M

H

2

C

1

PS 2A

PS 2C

DN

150 S

ewer O

verflow

DN

150 S

ew

er M

ain

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

DN

150 S

ewer O

verflow

DN

150 S

ewer M

ain

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

100ND

Sew

er Ris

ing M

ain

100ND

Sew

er Ris

ing M

ain

150ND

Sew

er Ris

ing M

ain

150N

D S

ew

er R

ising M

ain

PS 2B

DN

175

DN

150

DN

150

Area outside PC 67 discharge

into Pump Station "PS 2C"

Sewer Catchment to discharge

into Pump Station "PS 2C"

DN

150 S

ewer M

ain

DN

150 S

ewer M

ain

DN

150 S

ew

er M

ain

D

N

1

5

0

S

e

w

e

r

M

a

i

n

DN

150 S

ewer M

ain

DN

150 S

ew

er M

ain

DN

150 S

ew

er M

ain

PS 2C

Catchment = 12.4ha

Peak wet flow = 4.4l/s

PS 2B

Catchment = 9.4ha

Peak wet flow = 3.35l/s

PS 2A Catchment = 16.6ha

PS 2B Catchment = 9.4ha

PS 2C Catchment = 12.4ha

Peak wet flow = 13.7l/s

Area outside PC 67 discharge

into Pump Station "PS 2B"

Sewer Catchment to discharge

into Pump Station "PS 2B"

Area within PC 67 discharge

to Pump Station within PC 65

MU

RP

HY

S

N

Accepted Services Plan

Sewer

Plan Change 67

1:1500 (A1)

Plan

Note

1. The location and size of the infrastructure shown on

this plan is conceptual.

2. The Lot layout and road configuration is only

indicative. They have been derived from preliminary

Architech sketch's.

APPENDIX 3.3

NO

TTING

HIL

L DR

IVE

OLD

REN

WIC

K RO

AD

CO

LE

MA

NS

R

OA

D

RO

AD

MC

LA

UC

HLA

N S

T

MO

WA

T S

T

GLE

NR

OY

C

R

OLD

REN

WIC

K RO

AD

TH

OM

SO

NS

F

OR

D R

OA

D

OLD

REN

WIC

K RO

AD

OLD

REN

WIC

K RO

AD

Plan Change 64 Boundary

Plan Change 65 Boundary

Plan Change 65 Boundary

Plan Change 67 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

10.7

5m

10

.5m

10

.25m

10.0

m

9.75

m

9

.

5

m

9

.

2

5

m

9

.

0

m

8

.

7

5

m

8

.

5

m

8

.

2

5

m

8

.

0

m

8

.

0

m

9

.

2

5

m

1

0

.

0

m

1

0

.

2

5

m

10.5m

1

0

.7

5

m

MU

RP

HY

S

Typical Section Road "A" - (up to 200 Dwelling Units)

Road Reserve = 15.0m

9.8m

2.1m Movement Lane = 5.6m 2.1m1.4m 1.4m

footpath footpathparkingparking

Scale 1:100

BD

Y

BD

Y

new formation

Typical Section Road "B" - (more than 200 Dwelling Units)

Road Reserve = 20.0m

12.6m

2.1m Movement Lane = 4.2m 2.1m2.0m 2.0mMovement Lane = 4.2m

C

L

footpath footpathparkingparking

Scale 1:100

BD

Y

BD

Y

new formation

Typical Section Standard Road - (up to 100 Dwelling Units)

Road Reserve = 15.0m

2.1m

Movement Lane = 5.6m

1.4m 1.4m

footpath footpathshared park

Scale 1:100

BD

Y

BD

Y

new formation

Site Plan

1:2500

N

Accepted Services Plan

Road - Widths

Plan Change 64, 65, 67

Legend

Essential Connection

Road Type "B"

Essential Connection

Road Type "A"

New Round-a-bout

APPENDIX 4.1

NO

TTING

HIL

L DR

IVE

OLD

REN

WIC

K RO

AD

CO

LE

MA

NS

R

OA

D

RO

AD

MC

LA

UC

HLA

N S

T

MO

WA

T S

T

GLE

NR

OY

C

R

OLD

REN

WIC

K RO

AD

TH

OM

SO

NS

F

OR

D R

OA

D

OLD

REN

WIC

K RO

AD

OLD

REN

WIC

K RO

AD

Plan Change 64 Boundary

Plan Change 65 Boundary

Plan Change 65 Boundary

Plan Change 67 Boundary

TH

OM

SO

NS

F

OR

D R

OA

D

Varying Colours indicate

different property owners

as at June 2015

10.7

5m

10

.5m

10

.25m

10.0

m

9.75

m

9

.

5

m

9

.

2

5

m

9

.

0

m

8

.

7

5

m

8

.

5

m

8

.

2

5

m

8

.

0

m

8

.

0

m

9

.

2

5

m

1

0

.

0

m

1

0

.

2

5

m

10.5m

1

0

.7

5

m

MU

RP

HY

S

225mmØ

150mmØ

50mmØ

50mmØ

Lot 31 Lot 32 Lot 33 Lot 34

Lot 30

Lot 35

225mmØ

150mmØ

150mmØ

100mmØ

Lot 30

Lot 35

Lot 31

Lot 34

Lot 32

Lot 33

50mmØ

100mmØ

50mmØ

Site Plan

1:2500

N

Accepted Services Plan

Road - Funding

Plan Change 64, 65, 67

Legend

Essential Connection

Road Type "B"

Essential Connection

Road Type "A"

Indicative Area that will

Assumed Standard Synario

1:500

Assumed Zone Synario - Essential Connection

1:500

VS

require a Contribution from

Zone Development Levy

Area that will be

Funded from the Zone

Development Levy

APPENDIX 5.1

ex D

N 150

375mmØ 375mmØ 375mmØ225mmØ

450mmØ

375mmØ

225mmØ

300mmØ

Pipe to storage area

within property.

Q = 94 l/s

Pipe to storage area

within property.

Q = 69 l/s

HGL must be below RL=8.75m

to provide drainage

HGL must be below RL=8.5m

to provide drainage

Connect existing 375mmØ overflow pipeline.

Q = 80 l/s

in Old Renwick Road

in Old Renwick Road

225mmØ

225mmØ

ex DN 150

ex DN 150

ex D

N 150

ex DN 150

ex DN 150 Water Mainex DN 150 Water Main

DN 63 Water Main

Connect to existing

Connect to existing

DN 63 Water Main

DN

15

0 W

ate

r M

ain

Pipe to storage area

within property.

Q = 32 l/s

HGL must be below RL=8.0m

to provide drainage in

Connect existing 375mmØ overflow pipeline.

225mmØ

225mmØ

225mmØ

300mmØ

300mmØ

Old Renwick Road

ex DN 150 Sewer main

ex PS

e

x D

N

1

5

0

M

H

F

DN 150 Sewer Main

DN

150 S

ew

er M

ain

M

H

1

A

1

2

e

x

M

H

D

e

x

M

H

E

M

H

F

1

ex DN 150 Water Main

ex D

N 1

50

W

ate

r M

ain

ex D

N 1

50

W

ate

r M

ain

DN

200 W

ater M

ain

DN

1

50

W

ate

r M

ain

DN 63 Water Main

Connect to existing

Connect to existing

DN 150 Water Main

ex D

N 1

50

Utilise existing open channel as Storage Area

225mmØ Throttling Culvert

to limit flow from storage area.

Q = 24 l/s (Treated)

1200mmØ (Treated)

1200mmØ (Treated)1200mmØ (Treated)

1200mmØ (Treated)

1200mmØ Outlet

Q = 1173 l/s

2

2

5

m

m

Ø

2

2

5

m

m

Ø

ex DN 150

ex D

N 1

50

M

H

C

Se

we

r O

ve

rflo

w

DN 150 Sewer Main

15

0N

D S

ew

er R

isin

g M

ain

Discharge into existing

e

x

M

H

A

e

x

M

H

B

M

H

C

1

150ND Sewer Rising Main

150N

D S

ew

er R

ising M

ain

ex DN 100 Water Main

ex DN 100 Water Main

ex DN 100 Water Main

ex D

N 1

00

W

ate

r M

ain

ex D

N 1

00

W

ate

r M

ain

Connect to existing

DN 200 Water Main

225mmØ

CO

LE

MA

NS

R

OA

D

MU

RP

HY

S R

OA

DT

HO

MS

ON

S

MC

LA

UC

HL

AN

S

T

GL

EN

RO

Y C

R

1:500 (A1)

OLD RENWICK ROAD

OLD RENWICK ROAD

NJoin Line B

Join Line B

Join Line A

Join Line A

Accepted Services Plan

Stormwater, Water, Sewer

MO

WA

T S

T

OLD RENWICK ROAD

Sewer Plan - Part 1

1:500 (A1)

Sewer Plan - Part 2

1:500 (A1)

Sewer Plan - Part 3

Proposed Kerb & Channel Line

Proposed Kerb & Channel Line

Proposed Kerb & Channel Line Proposed Kerb & Channel Line

Existing Rural LandNew Urban Land

Old Renwick Road & Thomsons Ford Road (1 of 2)

New Urban LandRural Land

Existing

FO

RD

R

OA

D

APPENDIX 6.1

DN

2

00

W

ate

r M

ain

DN 150 Water Main

DN 63 Water Main

225mmØ 225mmØ

Pipe to storage area

225mmØ

HGL must be below RL = 10.0m

Q = 7 l/s

within property.

to provide drainage

in Old Renwick Road

225mmØ

M

H

2

A

1

3

M

H

2

B

1

2

M

H

2

B

1

3

M

H

2

A

1

4

DN 150 Sewer MainDN 150 Sewer Main

DN 150 Sewer Main

M

H

2

A

1

3

M

H

2

B

1

2

M

H

2

B

1

3

M

H

2

A

1

4

DN 150 Sewer MainDN 150 Sewer Main

DN

1

50 S

ew

er M

ain

DN 150 Sewer Main

DN 150 Water Main

DN 150 Water Main

DN 63 Water Main

DN 63 Water Main

ex 300 DN

300mmØ225mmØ225mmØ225mmØ

225mmØ

300mmØ225mmØ

225mmØ

Pipe to storage area

within property.

Q = 12 l/s

HGL must be below RL = 9.5m

to provide drainage

in Old Renwick Road

225mmØ

150ND Sewer Rising Main

150N

D S

ew

er R

ising M

ain

DN

150 S

ew

er M

ain

M

H

2

A

1

2

DN 150 Water Main

Connect to existing

DN

150 W

ater M

ain

DN 63 Water Main

1050mmØ (Treated)

900mmØ (Treated)

DN

2

00

W

ate

r M

ain

DN 200 Water Main

DN

1

50

W

ate

r M

ain

DN 200 Water Main

300mmØ

3

0

0

m

m

Ø

225mmØ

DN

200 W

ater M

ain

DN

1

50

W

ate

r M

ain

DN 200 Water Main

1:500 (A1)

N

Join Line A

Accepted Services Plan

Stormwater, Water, Sewer

N

OLD RENWICK ROAD

Sewer Plan - Part 1

Join Line B

1:500 (A1)

Sewer Plan - Part 2

1:500 (A1)

Sewer Plan - Part 3

Existing Rural Land New Urban Land

OLD RENWICK ROAD

OLD RENWICK ROAD

TH

OM

SO

NS

F

OR

D R

D

MU

RP

HY

S

BL

IC

KS

L

AN

E

RE

NE

S

TR

EE

T

Join Line A

Join Line B

Join Line C

Join Line C

Old Renwick Road & Thomsons Ford Road (2 of 2)

Proposed Kerb & Channel Line Proposed Kerb & Channel Line

Proposed Kerb & Channel LineProposed Kerb & Channel Line

Proposed Kerb & Channel Line

RO

AD

APPENDIX 6.2

into Gravity P

ipeline in Old R

enwick R

oadShift Power Pole

Shift Power PoleShift Power Pole

C

L

3.5m 3.5m1.5m 1.5m

10.0m

cycle movement lane movement lane cycle

1.0m 1.0m

2.0 - 2.2m

varies

2.4 - 2.8m

varies

1.4m 1.4m

footpath footpath

EA

ST

B

DY

WE

ST

B

DY

Typical Section - Thomsons Ford Road Widening

Scale 1:100

ex e

dg

e o

f se

al

ex e

dg

e o

f se

al

ex formation

new formationnew formation

C

L

1.0m

1.5 - 3.0m

varies

1.0m

1.0 - 2.7m

varies

2.1m

parking

1.8m

cycle

3.5m 3.5m

movement lane movement lane

10.9m

1.4m

footpath

1.5m

cycle

1.4m

footpath

SO

UT

H B

DY

NO

RT

H B

DY

Typical Section - Old Renwick Road Widening

Scale 1:100

ex e

dg

e o

f se

al

ex e

dg

e o

f se

al

ex p

ow

er p

ole

- West of Thomsons Ford Road

ex formation

new formationnew formation

NO

RT

H B

DY

SO

UT

H B

DY

C

L

2.1m

parking

1.8m

cycle

3.5m 3.5m

movement lane movement lane

1.0m

1.0 - 2.7m

varies

1.5m

cycle

1.4m

footpath

10.9m

ex ke

rb

ex e

dg

e o

f se

al

ex p

ow

er p

ole

Scale 1:100

Typical Section - Old Renwick Road Widening - East of Thomsons Ford Road

ex formation

new formation

OLD RENWICK ROAD

MO

WA

T S

T

CO

LE

MA

NS

R

OA

D

MU

RP

HY

S R

DT

HO

MS

ON

S

MC

LA

UC

HL

AN

S

T

GL

EN

RO

Y C

R

1:500 (A1)

OLD RENWICK ROAD

N

Join Line B

Join Line B

Join Line A

Join Line A

Accepted Services Plan

Road

OLD RENWICK ROAD

Roading Plan - Part 1

1:500 (A1)

Roading Plan - Part 2

1:500 (A1)

Roading Plan - Part 3

Proposed Kerb & Channel Line

Proposed Kerb & Channel Line

Proposed Kerb & Channel Line Proposed Kerb & Channel Line

Existing Rural LandNew Urban Land

Old Renwick Road & Thomsons Ford Road (1 of 2)

New Urban LandRural Land

Existing

FO

RD

R

OA

D

APPENDIX 6.3

C3C

Shift Power Pole

C

L

3.5m 3.5m1.5m 1.5m

10.0m

cycle movement lane movement lane cycle

1.0m 1.0m

2.0 - 2.2m

varies

2.4 - 2.8m

varies

1.4m 1.4m

footpath footpath

EA

ST

B

DY

WE

ST

B

DY

Typical Section - Thomsons Ford Road Widening

Scale 1:100

ex e

dg

e o

f se

al

ex e

dg

e o

f se

al

ex formation

new formationnew formation

C

L

1.0m

1.5 - 3.0m

varies

1.0m

1.0 - 2.7m

varies

2.1m

parking

1.8m

cycle

3.5m 3.5m

movement lane movement lane

10.9m

1.4m

footpath

1.5m

cycle

1.4m

footpath

SO

UT

H B

DY

NO

RT

H B

DY

Typical Section - Old Renwick Road Widening

Scale 1:100

ex e

dg

e o

f se

al

ex e

dg

e o

f se

al

ex p

ow

er p

ole

- West of Thomsons Ford Road

ex formation

new formationnew formation

1:500 (A1)

N

Join Line A

N

OLD RENWICK ROAD

Roading Plan - Part 1

Join Line B

1:500 (A1)

Roading Plan - Part 2

1:500 (A1)

Roading Plan - Part 3

Existing Rural Land New Urban Land

OLD RENWICK ROAD

OLD RENWICK ROAD

TH

OM

SO

NS

F

OR

D R

D

MU

RP

HY

S

Join Line A

Join Line B

Join Line C

Join Line C

Proposed Kerb & Channel Line Proposed Kerb & Channel Line

Proposed Kerb & Channel LineProposed Kerb & Channel Line

TH

OM

SO

NS

F

OR

D R

D

Accepted Services Plan

Road

Old Renwick Road & Thomsons Ford Road (2 of 2)

RO

AD

APPENDIX 6.4