Marsden Park Industrial Precinct – Water Cycle Management

(1)

SOUTH STREET

RICHMOND ROAD

BASIN C INCORPORATED INTO BASIN P BASIN L

INCORPORATED INTO BASIN P

BASIN D INCORPORATED INTO BASIN E

DEVELOPMENT BOUNDARY EXISTING

ELECTRICAL EASEMENT

PLATFORM FOR ELECTRICAL TOWER RELOCATION

BASIN K

BASIN P

BASIN M

BASIN G BASIN E

BASIN B

BASIN A NON

CERTIFIED VEGETATION

BASIN J

BASIN I

BASIN O. NO LONGER REQUIRED.

SEE DISCUSSION AT HEADING 6.5 "XP RAFTS MODEL"

CHANNEL TC1

CHANNEL TC4A CHANNEL TC4

CHANNEL TC6

CHANNEL TC11

CHANNEL 12

CHANNEL TC8A

CHANNEL 13

CHANNEL 8B

11 12

13 14

5 6

7 8 9 10

4 3

2

1

FUTURE

ELECTRICAL EASEMENT

FUTURE ELECTRICAL EASEMENT

CHANNEL TC7A CHANNEL

TC7B

CHANNEL TC7C

PLAN No.

CLIENT:

SCALES:

DATUM:

DESIGNED DRAWN CHECKED DATE

ISSUE AMENDMENT

FILE No.

Copyright Notice: Owners: General Owner - J.Wyndham Prince Pty. Ltd.

This plan is the property of J. Wyndham Prince Pty. Ltd. and is supplied for exclusive use on the project being the subject of the plan. It is not to be copied, used, nor passed on, in part or full, without written permission from the owner. The user must make acknowledgement of any material used at the commence of, and within, any project documentation produced, including but not limited to, letters, reports and/or drawings.

C

Plotted:1 Feb 2011 10:26:17 AM File Name: J:\8955W\Drawings\SKW - Concept Sketch Designs\8955_SK1.dwg

J. WYNDHAM PRINCE

CONSULTING CIVIL INFRASTRUCTURE ENGINEERS PO Box 4366 PENRITH WESTFIELD NSW 2750

P 02 4720 3300 F 02 4721 7638Wwww.jwprince.com.au E [email protected]

& PROJECT MANAGERS

BY

THIS DRAWING MUST NOT BE USED FOR CONSTRUCTION UNLESS SIGNED AS PART OF AN

APPROVED CONSTRUCTION CERTIFICATE.

ORIGIN:

ADVANCE COPY ONLY

NOT FOR CONSTRUCTION

MARSDEN PARK DRAFT S94 BASIN REVIEW

BASIN PLAN AND CULVERT LAYOUT

8955/SK1 J

8955_SK1

DEPARTMENT OF PLANNING

C/- APP

AHD

1:5000 @ A1 DJH/JC

DJH

E SOUTH STREET RELOCATED 6/05/10 DJH

F ISSUED FOR REVIEW 12/05/10 DJH

G BASIN P ILP BOUNDARY AMENDED 12/06/10 DJH H SOUTH STREET ALIGNMENT ADJUSTED 05/07/10 DJH I COUNCIL COMMENTS AMENDMENTS 30/11/10 MP

J ISSUED FOR EXHIBITION 01/02/11 GH

1

LEGEND

CULVERT LOCATION AND DESIGNATION

METRES 1:5000 (AT A1)

100 50 0 50 100 150 200 250300 350 400 450500

(2)

ILP DRAINAGE RESERVE BOUNDARY

4x2400x1200 RCBC CROSSING EXISTING "NON CERTIFIED"

LANDS RETAINED

LOW FLOW BY PASS TO RAINGARDEN. APPROX GRADE 0.2%

APPROXIMATE 0.4% GRADE ON HIGH FLOW BY PASS THROUGH THE CONSERVATION AREA.

MAKE SMOOTH CONNECTION

WITH EXISTING WATERCOURSE RL35.35

DE-WATERING LINE DETAIL TO DA

GPT

2%

RL39.70 DISCHARGE CONTROL SLOTTED WEIR

GPT WITH FLOOD FLAP

ROCK ENERGY DISSIPATER

2%

HEADWALL

HEADWALL SPLITTER PIT

PLATFORM FOR RELOCATION OF TRANSMISSION TOWER.

DETAILS TO BE PROVIDED AT DA RL 39.7

3m MAINTENANCE ACCESS 1%

VAR

1%

SOUTH STREET

PLAN No.

CLIENT:

SCALES:

DATUM:

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

BASIN A

8955/SK2 G

8955_SK2

C/- APP

AHD

1:1000 @ A1 DJH/JC

DJH

B MINOR AMENDMENTS TO BASIN 28/04/10 TK

C ISSUED FOR REVIEW 12/05/10 TK

D MINOR AMENDMENTS 24/06/10 DJH

E COUNCIL COMMENTS AMENDMENTS 30/11/10 MP

F BASIN A INVERT AMENDED 09/12/10 VG

G ISSUED FOR EXHIBITION 01/02/11 GH

METRES 1:1000 (AT A1)

20 10 0 10 20 30 40 50 60 70 80 90 100

BASIN A

92/80( Pñ

5$,1*$5'(1%('$5($ Pð

TWL = 39.2

EDL = 38.0

(;7(172)),//Pñ (;7(172)&87Pñ

APPROXIMATE EXTENT OF RAINGARDEN

3 MONTH ARI OVERLAND FLOW PATH FROM GPT TO RAINGARDEN

ALL BATTERS ARE 1:6

NOTE:

EXTENT OF RIPARIAN CORRIDOR

(3)

EXISTING ELECTRICAL EASEMENT ILP DRAINAGE

RESERVE BOUNDARY

2%

RL38.20 2%

2%

1%

RL38.20

HEADWALL RL36.20

BASIN B

ROCK ENERGY DISSIPATER

1%

SPLITTER PIT

TRANSMISSION EASMENT

MAKE SMOOTH CONNECTION WITH EXISTING WATER COURSE

IL35.50

PLAN No.

CLIENT:

SCALES:

DATUM:

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

BASIN B

8955/SK3 E

8955_SK3

C/- APP

AHD

1:500 @ A1 DJH/JC

DJH

A FIRST ISSUE 23/04/10 TK

B ISSUED FOR REVIEW 12/05/10 TK

C MINOR AMENDMENTS 24/06/10 DJH

D COUNCIL COMMENTS AMENDMENTS 30/11/10 MP

E ISSUED FOR EXHIBITION 01/02/11 GH

1:500 (AT A1)

BASIN B

92/80( Pñ 5$,1*$5'(1%('$5($ Pð

TWL = 37.70

EDL = 36.50

(;7(172)),//Pñ (;7(172)&87Pñ

APPROXIMATE EXTENT OF RAINGARDEN ALL BATTERS ARE 1:6

NOTE:

(ASSUMED UNSOUND MATERIAL

FROM EXISTING DAM)

(4)

(5)

ILP DRAINAGE RESERVE BOUNDARY

RICHMOND

ROAD

HEADWALL

DISCHARGE CONTROL (SLOTTED WEIR)

ROCK ENERGY DISSIPATER

SPLITTER PIT GPT PRE-TREATED LOW FLOWS FROM GPT DIRECTED TO RAINGARDEN IN BASIN G FUTURE 100YR

CAPACITY PIPE AND OVERLAND FLOWPATH

BANK STABILISATION DETAILS TO BE PROVIDED WITH DEVELOPMENT APPLICATION

DEWATER & DESILT EXISTING DAM. RECONSTRUCT WALL AS PART OF BASIN G EMBANKMENT.

IL 31.50

ILP DRAINAGE RESERVE BOUNDARY IL 29.25

IL 32.48

PLAN No.

CLIENT:

SCALES:

DATUM:

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

BASIN G AND CHANNEL TC8B

8955/SK6 G

8955_SK6

C/- APP

AHD

1:1000 @ A1 DJH/JC

DJH

B MINOR AMENDMENTS TO BASIN 27/04/10 TK

C AMENDMENT TO BASIN BOUNDARY 29/04/10 DJH

D ISSUED FOR REVIEW 12/05/10 TK

E COUNCIL COMMENTS AMENDMENTS 30/11/10 MP F TC8A AND BASIN FLOOR AMENDMENTS 23/12/10 AS

G ISSUED FOR EXHIBITION 01/02/11 GH

20 10 0 10 20 30 40 50 60 70 80 90 100

BASIN G

92/80( Pñ

5$,1*$5'(1%('$5($0$- Pð0,1Pð

TWL = 32.84

EDL = 31.6

(;7(172)),//Pñ (;7(172)&87Pñ

APPROXIMATE EXTENT OF RAINGARDEN EXTENT OF RIPARIAN CORRIDOR

ALL BATTERS ARE 1:6

NOTE:

(;7(172)),//Pñ (;7(172)&87Pñ

CHANNEL TC8B

NOTE: ALL BATTERS ARE 1:4 UNO

(6)

25.5 26.0

26.0 26.5

27.5 27.5

28.0

28.0 28.5

28.5

28.5 28.5

29.0

29.0 29.5

29.5

29.5 30.0

30.0 30.0

30.0

30.5 30.5

30.5

31.0 31.0

31.0

31.0 31.0 31.5

31.5

31.5 31.5

31.5 32.0

32.0 32.0

32.0

32.0 32.5

32.5

33.0 33.0

33.0

33.5

33.5 28.0

28.0 28.5

28.5

29.0

29.5

30.0 30.5

30.5 31.0

31.5

31.5 32.0

32.0

32.5 32.5

33.0

34.0 EXISTING RICHMOND ROAD SPILLWAY RL30.40

LENGTH MIN. 95.0m

INTERIM DRAINAGE PITS AND CATCH DRAIN DIRECTED INTO CHANNEL SHAPE OVERLAND FLOW PATH INTO TC12 ILP DRAINAGE

RESERVE BOUNDARY

HEADWALL EXISTING OUTLET IL 26.94

PROPOSED DRAINAGE RESERVE BOUNDARY

FUTURE GPT BY OTHERS

APPROXIMATE LOCATION OF FUTURE ACCESS ROAD RL30.70

CHANNEL TC12

SPLITTER PIT RL28.70

RL28.60

2%

1%

2%

1%

20 10 0 10 20 30 40 50 60 70 80 90 100

PLAN

SCALE 1:1000

PLAN No.

CLIENT:

SCALES:

DATUM:

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

BASIN I & CHANNELS 12 & 13

8955/SK7 F

8955_SK7

C/- APP

AHD

1:1000 @ A1 DJH/JC

DJH

A FOR DISCUSSION 15/03/10 DJH

B CHANGE TO BASIN LAYOUT 23/04/10 TK

C MINOR AMENDMENTS TO BASIN 28/04/10 TK

D ISSUED FOR REVIEW 12/05/10 TK

E COUNCIL COMMENTS AMENDMENTS 30/11/10 MP F BASIN AMENDED AS PER DA SUBMISSION 01/02/11 GH

(;7(172)),//Pñ (;7(172)&87Pñ CHANNEL TC12

(;7(172)),//Pñ (;7(172)&87Pñ CHANNEL TC13

CHANNEL BATTERS ARE 1:4

NOTE:

CHANNEL BATTERS ARE 1:4

NOTE:

BASIN I 92/80( Pñ

5$,1*$5'(1%('$5($ Pð TWL (100yr) = 30.20

TWL (500yr) = 30.40 (PROVIDES 500yr FLOOD IMMUNITY FOR RICHMOND ROAD) EDL = 28.9

(;7(172)),//Pñ (;7(172)&87Pñ EXTENT OF RAINGARDEN

BASIN BATTERS ARE 1:6

NOTE: