Marsden Park Industrial Precinct – Water Cycle Management

(1)

1%

2%

1%

2%

RL29.90

RL29.90 RL29.90

HEADWALL

SPILLWAY RL29.40

2 x 2400x1200 RCBC DISCHARGE

CONTROL DEVICES

RL27.90

BASIN J

GPT

SUBSOIL CONNECTION

ROCK ENERGY DISSIPATER

33m LONG SPILLWAY WITH 33m LONG TRENCH GRATE TO TAKE EXCESS 500YR ARI SURCHARGE

SAG

FUTURE GPT &

PIT BY OTHERS

CHANNEL TC11 FOR DETAILS REFER TO SK11

SPLITTER PIT RL29.90

IL 26.24

ILP DRAIANGE RESERVE BOUNDARY ILP DRAIANGE

RESERVE BOUNDARY

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 10:31:11 AM File Name: J:\8955W\Drawings\SKW - Concept Sketch Designs\8955_SK8.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 J

8955/SK8 E

8955_SK8

DEPARTMENT OF PLANNING

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 COUNCIL COMMENTS AMENDMENTS 30/11/10 MP D COUNCIL COMMENTS AMENDMENTS 30/11/10 MP

E ISSUED FOR EXHIBITION 01/02/11 GH

1:500 (AT A1)

BASIN J

92/80( Pñ

5$,1*$5'(1%('$5($ Pð

TWL = 29.4

EDL = 28.2

(;7(172)),//Pñ (;7(172)&87Pñ

APPROXIMATE EXTENT OF RAINGARDEN ALL BATTERS ARE 1:6

NOTE:

RICHMOND ROAD

(2)

ILP DRAINAGE RESERVE BOUNDARY

PUBLIC EXHIBITION DRAINAGE RESERVE BOUNDARY

HEADWALL

RL25.70

RL23.70

2%

2%1%

1% SPILLWAY RL25.20

RL25.70 RL25.70

ROCK ENERGY DISSIPATER

BASIN M

DISCHARGE CONTROL DEVICE

CHANNEL TC11

3000 x 1200 RCBC CROSSING

GPT

3000 x 1200 RCBC

SPLITTER PIT ILP DRAINAGE

RESERVE BOUNDARY

ILP DRAINAGE RESERVE BOUNDARY

SUBSOIL

HEADWALL

1%

EXTENT OF BACKWATER EFFECT ON TC11 TO BE DETERMINED AT DA.

MAINTAIN FREEBOARD TO FINISHED SURFACE LEVEL AT MIN 500mm.

I.L.26.24

I.L. 25.6

I.L.24.36

TAIL OUT DRAIN AT MAX 0.5% TO EXISTING

RICHMOND ROAD

AT 0.9%

IL22.20

PLAN No.

CLIENT:

SCALES:

DATUM:

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

BASIN M & CHANNEL TC11

8955/SK11 D

8955_SK11

C/- APP

AHD

1:500 @ A1 DJH/JC

DJH

B ISSUED FOR REVIEW 12/05/10 TK

C COUNCIL COMMENTS AMENDMENTS 30/11/10 MP

D ISSUED FOR EXHIBITION 01/02/11 GH

1:500 (AT A1)

BASIN M

92/80( Pñ

5$,1*$5'(1%('$5($ Pð TWL = 25.20

EDL = 24.00

(;7(172)),//Pñ (;7(172)&87Pñ

APPROXIMATE EXTENT OF RAINGARDEN

(;7(172)),//Pñ (;7(172)&87Pñ CHANNEL TC11

CHANNEL BATTERS ARE 1:4

NOTE:

BASIN BATTERS ARE 1:6

NOTE:

(3)

2%

1%

2%

ILP DRAINAGE RESERVE BOUNDARY

RL39.70

RL39.70 RL39.70 SPILLWAY RL39.20

DISCHARGE CONTROL DEVICES

GPT SPLITTER PIT SUBSOIL CONNECTION 12m LONG SPILLWAY TRENCH GRATE TO TAKE EXCESS 500yr ARI SURCHARGE FUTURE GPT &

PITS BY OTHERS

RL37.70

BASIN K

PLAN No.

CLIENT:

SCALES:

DATUM:

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

BASIN K

8955/SK13 F

8955_SK13

C/- APP

AHD

1:500 @ A1 DJH/JC

TK

B MINOR AMENDMENTS TO BASIN 27/04/10 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 ISSUED FOR EXHIBITION 01/02/11 GH

1:500 (AT A1)

BASIN K

92/80( Pñ

5$,1*$5'(1%('$5($ Pð

TWL = 39.2

EDL = 38.00

(;7(172)),//Pñ

APPROXIMATE EXTENT OF RAINGARDEN ALL BATTERS ARE 1:6

NOTE:

(;7(172)&87PñPñ

ASSUMED UNSOUND MATERIAL)

(4)

PROPOSED ADJUSTED ROAD ALIGNMENT

CURRENT DRAFT ILP ROAD BOUNDARY ILP DRAINAGE

RESERVE BOUNDARY

2%

1%

2%

1%

FUTURE 2x3000x1200 RCBC ROAD CROSSING BY OTHERS SPILLWAY

RL35.50 ROCK ENERGY DISSIPATER DISCHARGE CONTROL (SLOTTED WEIR)

STILLING POOL

FUTURE 100yr CAPACITY PIPELINE LAID AT MINIMUM GRADE

RL32.60

PLAN No.

CLIENT:

SCALES:

DATUM:

DESIGNED DRAWN CHECKED DATE

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

BASIN P

8955/SK14 F

8955_SK14 DEPARTMENT OF PLANNING

C/- APP DJH/JC AHD

TK

B MINOR AMENDMENTS TO BASIN 28/04/10 TK

C ISSUED FOR REVIEW 12/05/10 TK

D BASIN P ILP BOUNDARY ADJUSTED 23/06/10 DJH E COUNCIL COMMENTS AMENDMENTS 30/11/10 MP

F ISSUED FOR EXHIBITION 01/02/11 GH

1:500 (AT A1)

BASIN P

92/80( Pñ

5$,1*$5'(1%('$5($ Pð

TWL = 35.5

EDL = 34.3

(;7(172)),//ñ (;7(172)&87Pñ

APPROXIMATE EXTENT OF RAINGARDEN ALL BATTERS ARE 1:6

NOTE:

(5)

CHANNEL TC1 I.L. BASIN 38.00

I.L. 38.20

I.L. 42.34 SMOOTH TRANSITION TO EXISTING INVERT.

DETAILS AT DA STAGE TRANSMISSION LINE EASEMENT

1.3%

BASIN A DETAILS ON SK2

2x2700x1200 RCBC CROSSING

GPT

CHANNEL TC4A CHANNEL TC4A

SMOOTH TRANSITION TO EXISTING INVERT.

DETAILS AT DA STAGE ILP DRAINAGE RESERVE BOUNDARY

ILP DRAINAGE RESERVE BOUNDARY CHANNEL TC4

I.L.45.07

CHANNEL TC4

PLAN No.

CLIENT:

SCALES:

DATUM:

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

CHANNELS 1, 4 AND 4A

8955/SK15 C

8955_SK15

C/- APP

AHD

1:1000 @ A1 DJH/JC

TK

A ISSUED FOR REVIEW 12/05/10 TK

B COUNCIL COMMENTS AMENDMENTS 30/11/10 NM

C 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

CHANNEL TC1

CHANNEL TC4

CHANNEL TC4 & TC4A

(;7(172)),//Pñ (;7(172)&87Pñ

CHANNEL TC1

(;7(172)),//Pñ (;7(172)&87Pñ

CHANNEL TC4

(;7(172)),//Pñ (;7(172)&87Pñ

CHANNEL TC4A

ALL BATTERS ARE 1:4 UNO

NOTE:

ALL BATTERS ARE 1:4 UNO

(6)

GPT

BASIN E DETAILS ON SK5

TC 7B

TC 7A GPT

CONTINUED IN NEXT VIEW

SPLITTER PIT GPT TREATMENT FLOWS FROM GPT DIRECTED OVERLAND TO RAINGARDEN IN BASIN G FUTURE 100YR

CAPACITY PIPE OVERLAND FLOWPATH

IL 32.48

IL 34.3

MAKE SMOOTH TRANSITION TO EXISTING INVERT.

DETAILS TO BE PROVIDED AT DA STAGE

ILP DRAINAGE RESERVE BOUNDARY

PLAN No.

CLIENT:

SCALES:

DATUM:

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

CHANNELS 7 AND 8A

8955/SK16 C

8955_SK16

C/- APP

AHD

1:1000 @ A1 DJH/JC

TK

A ISSUED FOR REVIEW 12/05/10 TK

B COUNCIL COMMENTS AMENDMENTS 30/11/10 MP

C 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

CHANNEL TC7 A & B (CONTINUED) CHANNEL TC7C

CHANNEL TC8A

(;7(172)),//Pñ (;7(172)&87Pñ

CHANNEL TC8A

(;7(172)),//Pñ (;7(172)&87Pñ

CHANNEL TC7

ALL BATTERS ARE 1:4

NOTE:

ALL BATTERS ARE 1:4

NOTE:

EXTENT OF RIPARIAN CORRIDOR

LOW FLOW DIVERSION

TO RAINGARDEN

(7)

1 in -4

3%

1 in 4

2% 2%

1 in 4

3%

1 in 4 LANDTAKE

5m ACCESS TRACK

2.5m ACCESS

TRACK CL

FLOW DEPTH CHANNEL

DEPTH

EXISTING SURFACE

CHANNEL TYPICAL SECTION 1:200 H

1:40 V

CHANNEL TYPICAL SECTION & CHANNEL SUMMARY

8955/SK17 C

8955_SK17

C/- APP

AHD

H 1:200 V 1:40 DJH/ER

DJH/TG

A ISSUED FOR REVIEW 12/05/10 TG

B COUNCIL COMMENTS AMENDMENTS 30/11/10 MP

C ISSUES FOR EXHIBITION 01/02/11 GH

PLAN No.

CLIENT:

SCALES:

DATUM:

ISSUE AMENDMENT

FILE No.

C

J. WYNDHAM PRINCE

& PROJECT MANAGERS

BY

ORIGIN:

ADVANCE COPY ONLY

METRES 1:200 (AT A1)

4 2 0 4 8 12 16 20

4 3 2 1 0 1 1:40

METRES (FOR A1 PLOT)

Channel Channel Length Channel Grade Manning's n Base Width Batter Slope 100yr Design Flow Flow Depth Freeboard Channel Depth Channel Width (m) Maintenance Provisions (looking downstream)

(m) (%) (m) (__H: 1V) (m /s) (m) (m) (m) Hydraulic Conveyance Overall Width

5m wide Major Access 2.5m wide Minor Access

TC1 310 1.3% 0.07 14.0 4 21.6 1.0 0.5 1.5 25.0 36 Left Right

TC4A 280 0.6% 0.07 10.7 4 12.0 1.0 0.5 1.5 21.8 30 Right Left

TC4 480 0.6% 0.07 18.8 4 18.3 1.0 0.5 1.5 29.3 32 Internal Road at Right Left

TC6 400 0.5% 0.07 21.3 4 18.3 1.0 0.5 1.5 31.6 40 Left Right

TC7A 200 0.8% 0.07 9.5 4 12.7 1.0 0.5 1.5 20.7 21 Internal Road at Left Internal Road at Right

TC7B 200 0.8% 0.07 10.0 4 13.2 1.0 0.5 1.5 21.2 22 Internal Road at Left Internal Road at Right

TC7C 175 0.8% 0.07 11.0 4 14.2 1.0 0.5 1.5 22.2 23 Internal Road at Left Internal Road at Right

TC8A 300 0.8% 0.07 33.2 4 32.0 1.0 0.5 1.5 42.7 51 Left Right

TC8B 215 existing grade retained 0.07 varies varies (4H:1V max) 28.2 varies 0.5 varies varies varies Right Left

TC11 210 0.5% 0.07 6.0 4 7.3 1.0 0.5 1.5 17.5 20 Internal Road at Left Right

TC12A 272 0.5% 0.07 2.0 4 10.4 1.5 0.5 2.0 17.8 23 Left Richmond Road at Right

TC13 103 0.5% 0.07 7.1 4 8.2 1.0 0.5 1.5 18.6 27 Left Right

3

(m)

*

* - POST CLIMATE CHANGE