North

B r a n c h e s @

S t L e o n a r d sP a r r a m a t t a

C a n b e r r aW a g g a W a g g a

ABN 53 831 529 091

Level 2, 60 Pacific Hwy, PO Box 151, ST LEONARDS NSW 2065T +61 2 9439 2633 F +61 2 9438 4505 stleonards@hughestrueman.com.au

Rev Amendment / Reason For Issue Date

Client

Project

RevDrawing No.

Drawing Title

A0 SHEET

200mm

300mm

100mm

0 Date :

Time :

Plotted By :

Filenam

e: 21-11-08

9:15am

cbuduls

P:\St_Leona.rds\2008\08s018\Dwgs\Civ\Site Catchment Plan.dwg

Designed &Checked by

Verified byX = Not verified

Issue

Authorised (*)

DrawingCompleted by

Architect/Project Manager

Sheet

OfThis Drawing may have been prepared using COLOUR,and may be incomplete if copied to BLACK & WHITE

CopyrightThis drawing remains the property of Hughes TruemanPty. Ltd.It may only be used for the purpose for which it was commissioned &in accordance with the terms of engagement for that commission.Hughes Trueman denies any liability or responsibility for loss ordamage caused by the inappropriate use of this drawing.

* Drawing Status Warning: Unless there is an authorised HughesTrueman signature at *, this drawing is not authorised for issue.

EXISTING SITECATCHMENT PLANSHEET 2 OF 2

08S018C-C04 C

PRELIMINARY - NOT FOR CONSTRUCTION

10INCOLL MANAGEMENT

----

STORMWATER QUANTITY FRASERS BROADWAY

04

0 1010 20 305

@Scale 1:500Plan A0

JOIN LINE - REFER DRAWING C03 FOR CONTINUATION N##NOTES:

N01. REGENT STREET IS SPLIT INTO TWO SEPERATE

CATCHMENTS WITH THE OVERLAND FLOW FROM THE

EASTERN PORTION FLOWING TO THE REGENT STREET

SAG AND THE WESTERN PORTION NORTH OF

WELLINGTON STREET ALL FLOWING DOWN

WELLINGTON STREET.

N02. FLOODING ASSOCIATED WITH THE SAG LOCATED IN

WELLINGTON STREET WITH AN OVERTOPPING LEVEL

OF APPROXIMATELY 16.3m FLOWING INTO BALFOUR

STREET.

N03. MEAGHER STREET WAS SPLIT INTO TWO SEPERATE

CATCHMENTS WITH THE NORTHERN PORTION OF THE

STREET RUNNING NORTH DOWN EITHER CHIPPEN,

BALFOUR AND ABERCROMBIE STREETS. THE SOUTHERN

PORTION SHOOTS ACROSS ABERCROMBIE STREET INTO

MYRTLE STREET.

N04. SAG IN KENSINGTON STREET WITH AN OVERTOPPING

LEVEL OF APPROXIMATELY 17.6m FLOWING INTO

BROADWAY.

N05. FLOODING ASSUMED WITH THE SAG IN REGENT

STREET, WITH AN OVERTOPPING LEVEL OF APPROX

18.0m FLOWING INTO OUTRAM STREET.

N06. ABERCROMBIE STREET IS SPLIT INTO TWO SEPERATE

CATCHMENTS WITH THE OVERLAND FLOW FROM THE

WESTERN SIDE OF THE STREET FLOWING WEST AWAY

FROM THE SITE.

N07. ALL OVERLAND FLOW FROM BALFOUR STREET FLOWS

DOWN IRVING STREET.

N08. OVERLAND FLOW FROM BROADWAY EAST OF

BALFOUR STREET ALL FLOWS DOWN BALFOUR

STREET.

GENERAL:

CATCHMENT AREAS SHOWN ARE ASSUMED TO BE

98% IMPERVIOUS.

A ISSUED FOR REVIEW 31.03.08 AS GS / SR

B FINAL ISSUE 05.08.08 BY GS / SR

C ROAD LAYOUT AMENDED 20.11.08 CB CB

North

B r a n c h e s @

S t L e o n a r d sP a r r a m a t t a

C a n b e r r aW a g g a W a g g a

ABN 53 831 529 091

Level 2, 60 Pacific Hwy, PO Box 151, ST LEONARDS NSW 2065T +61 2 9439 2633 F +61 2 9438 4505 stleonards@hughestrueman.com.au

Rev Amendment / Reason For Issue Date

Client

Project

RevDrawing No.

Drawing Title

A0 SHEET

200mm

300mm

100mm

0 Date :

Time :

Plotted By :

Filenam

e: 21-11-08

9:16am

cbuduls

P:\St_Leona.rds\2008\08s018\Dwgs\Civ\Existing Stormwater Infrastructure Plan.dwg

Designed &Checked by

Verified byX = Not verified

Issue

Authorised (*)

DrawingCompleted by

Architect/Project Manager

Sheet

OfThis Drawing may have been prepared using COLOUR,and may be incomplete if copied to BLACK & WHITE

CopyrightThis drawing remains the property of Hughes TruemanPty. Ltd.It may only be used for the purpose for which it was commissioned &in accordance with the terms of engagement for that commission.Hughes Trueman denies any liability or responsibility for loss ordamage caused by the inappropriate use of this drawing.

* Drawing Status Warning: Unless there is an authorised HughesTrueman signature at *, this drawing is not authorised for issue.

EXISTING STORMWATERINFRASTRUCTURE PLANSHEET 1 OF 2

08S018C-C05 C

PRELIMINARY - NOT FOR CONSTRUCTION

10INCOLL MANAGEMENT

----

STORMWATER QUANTITY FRASERS BROADWAY

05

NOTES:

This drawing shows stormwater drainage included

in the Drains model only. Some minor stormwater

drainage is not shown.

JOIN LINE - REFER DRAWING C06 FOR CONTINUATION

0 1010 20 305

@Scale 1:500Plan A0

A ISSUED FOR REVIEW 31.03.08 AS GS / SR

B FINAL ISSUE 05.08.08 BY GS / SR

C ROAD LAYOUT AMENDED 20.11.08 CB CB

North

B r a n c h e s @

S t L e o n a r d sP a r r a m a t t a

C a n b e r r aW a g g a W a g g a

ABN 53 831 529 091

Level 2, 60 Pacific Hwy, PO Box 151, ST LEONARDS NSW 2065T +61 2 9439 2633 F +61 2 9438 4505 stleonards@hughestrueman.com.au

Rev Amendment / Reason For Issue Date

Client

Project

RevDrawing No.

Drawing Title

A0 SHEET

200mm

300mm

100mm

0 Date :

Time :

Plotted By :

Filenam

e: 21-11-08

9:17am

cbuduls

P:\St_Leona.rds\2008\08s018\Dwgs\Civ\Existing Stormwater Infrastructure Plan.dwg

Designed &Checked by

Verified byX = Not verified

Issue

Authorised (*)

DrawingCompleted by

Architect/Project Manager

Sheet

OfThis Drawing may have been prepared using COLOUR,and may be incomplete if copied to BLACK & WHITE

CopyrightThis drawing remains the property of Hughes TruemanPty. Ltd.It may only be used for the purpose for which it was commissioned &in accordance with the terms of engagement for that commission.Hughes Trueman denies any liability or responsibility for loss ordamage caused by the inappropriate use of this drawing.

* Drawing Status Warning: Unless there is an authorised HughesTrueman signature at *, this drawing is not authorised for issue.

EXISTING STORMWATERINFRASTRUCTURE PLANSHEET 2 OF 2

08S018C-C06 C

PRELIMINARY - NOT FOR CONSTRUCTION

10INCOLL MANAGEMENT

----

STORMWATER QUANTITY FRASERS BROADWAY

06

NOTES:

This drawing shows stormwater drainage included

in the Drains model only. Some minor stormwater

drainage is not shown.

0 1010 20 305

@Scale 1:500Plan A0

JOIN LINE - REFER DRAWING C05 FOR CONTINUATION

A ISSUED FOR REVIEW 31.03.08 AS GS / SR

B FINAL ISSUE 05.08.08 BY GS / SR

C ROAD LAYOUT AMENDED 20.11.08 CB CB

TEGGS LANE

QUEEN STREET

LITTLE

STREETDICK

LEVY STREET

HENRIETTA STREET CH

IPP

EN

ST

RE

ET

AB

ER

CR

OM

BIE

ST

RE

ET

8.00

9.00

9.00

10.00

11.00

12.00

13.00

14.00

15.00

16.00

17.00 17.00

14.0013. 00

14.00

15.00

16.00

16.0016.00

15.00

14.00

13.00

13.00

12.00

11.00

10.00

14.00

15.00

14.0013. 00

13.0013 .0 0

12.00

12.00

13.0 01 4.0 0

14.00

15.00 16.00

16.00

17.0016.00

15.00

18.00

19.00

20.00

17.00

18.00

19.00

18.00

17.00

1 7.00

17.00

18.00

18.00

17.00

18 .0 0

19.00

20.00

20.00

20.00

19.00

18.00

18.00

1 9.0 0

20.00

18.00

17.00

16.00

17.00

17.00

1 5.0 0

8.00

8.00

17.00

18.00

12.00

11.00

14.00

F = 0.60m³/sD = 0.20mV = 1.7m/sF = 0.14m³/s

D = 0.08mV = 1.8m/s

F = 5.45m³/sD = 0.27mV = 2.3m/s

F = 3.84m³/sD = 0.28mV = 2.5m/s

F = 1.03m³/sD = 0.21mV = 2.2m/s

F = 1.08m³/sD = 0.24mV = 2.5m/s

F = 0.64m³/sD = 0.24mV = 1.7m/s

F = 0.10m³/sD = 0.15mV = 1.1m/s

WELLINGTON STREET

BA

LF

OU

R S

TR

EE

T

IRVING STREET

O'CONNOR STREET

AB

ER

CR

OM

BIE

ST

RE

ET

BROADWAY

RE

GE

NT S

TRE

ET

O'CONNOR STREET

KE

NS

ING

TO

N S

TR

EE

T

BROADWAY

DWYER S

TREET

2

1

3

F =D =V =

Potential flooding area for 100 year

ARI

CATCHMENT LEGEND

Direction of Overland Flow

Flow

Depth

Velocity

Extent of Siteworks

EXTENT OF WORKS LEGEND

North

0 1010 20 305

@Scale 1:500Plan A0

B r a n c h e s @

S t L e o n a r d sP a r r a m a t t a

C a n b e r r aW a g g a W a g g a

ABN 53 831 529 091Level 2, 60 Pacific Hwy, PO Box 151, ST LEONARDS NSW 2065T +61 2 9439 2633 F +61 2 9438 4505 stleonards@hughestrueman.com.au

Rev Amendment / Reason For Issue Date

Client

Project

RevDrawing No.

Drawing Title

A0 SHEET

200m

m300m

m100m

m0 Date :

Time :

Plotted

By :

Filena

me:

21-11-08

9:18am

cbud

uls

P:\St_Le

ona.rds\

2008

\08s

018\

Dwgs

\Civ\E

xisting Floo

d Behaviour.dwg

Designed &Checked by

Verified byX = Not verified

IssueAuthorised (*)

DrawingCompleted by

Architect/Project Manager

Sheet

OfThis Drawing may have been prepared using COLOUR,and may be incomplete if copied to BLACK & WHITE

CopyrightThis drawing remains the property of Hughes TruemanPty. Ltd.It may only be used for the purpose for which it was commissioned &in accordance with the terms of engagement for that commission.Hughes Trueman denies any liability or responsibility for loss ordamage caused by the inappropriate use of this drawing.

* Drawing Status Warning: Unless there is an authorised HughesTrueman signature at *, this drawing is not authorised for issue.

EXISTING FLOOD BEHAVIOUR  

08S018C-C07 C

PRELIMINARY - NOT FOR CONSTRUCTION

10INCOLL MANAGEMENT

----

STORMWATER QUANTITY FRASERS BROADWAY

07

FLOOD VOLUMES:

1. REGENT STREET EAST = 215m³REGENT STREET WEST = 250m³

Σ REGENT STREET = 465m³

2. KENSINGTON STREET = 875m³

3. WELLINGTON STREET = 125m³

#

A ISSUED FOR REVIEW 31.03.08 AS GS / SRB FINAL ISSUE 05.08.08 BY GS / SRC ROAD LAYOUT AMENDED 20.11.08 CB CB