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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
DATEISSUE 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.
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J. WYNDHAM PRINCECONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4721 7638 W www.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 ONLYNOT FOR CONSTRUCTION
MARSDEN PARK
DRAFT S94 BASIN REVIEWBASIN J
8955/SK8 E
8955_SK8
DEPARTMENT OF PLANNING
C/- APP
AHD
1:500 @ A1
DJH/JC
DJH
A FIRST ISSUE 23/04/10 TKB ISSUED FOR REVIEW 12/05/10 TKC COUNCIL COMMENTS AMENDMENTS 30/11/10 MPD COUNCIL COMMENTS AMENDMENTS 30/11/10 MPE ISSUED FOR EXHIBITION 01/02/11 GH
1:500 (AT A1)
BASIN J
TWL = 29.4
EDL = 28.2
APPROXIMATE EXTENT OF RAINGARDEN
ALL BATTERS ARE 1:6NOTE:
RIC
HM
ON
D R
OA
D
ILP DRAINAGE
RESERVE BOUNDARY
PUBLIC EXHIBITION
DRAINAGE RESERVE
BOUNDARY
HEADWALL
RL25.70
RL25.70
RL25.70
RL25.70
RL25.70
RL23.70
2%
2%
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
GPT
3000 x 1200 RCBC
SPLITTER PIT
ILP DRAINAGE
RESERVE BOUNDARY
ILP DRAINAGE
RESERVE BOUNDARY
SUBSOIL
HEADWALL
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
RIC
HM
ON
D R
OA
D
AT 0.9%
IL22.20
PLAN No.
CLIENT:
SCALES:
DATUM:DESIGNED
DRAWN
CHECKED
DATEISSUE 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.
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J. WYNDHAM PRINCECONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4721 7638 W www.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 ONLYNOT FOR CONSTRUCTION
MARSDEN PARK
DRAFT S94 BASIN REVIEWBASIN M & CHANNEL TC11
8955/SK11 D
8955_SK11
DEPARTMENT OF PLANNING
C/- APP
AHD
1:500 @ A1
DJH/JC
DJH
A FIRST ISSUE 23/04/10 TKB ISSUED FOR REVIEW 12/05/10 TKC COUNCIL COMMENTS AMENDMENTS 30/11/10 MPD ISSUED FOR EXHIBITION 01/02/11 GH
1:500 (AT A1)
BASIN M
TWL = 25.20
EDL = 24.00
APPROXIMATE EXTENT OF RAINGARDEN
CHANNEL TC11
CHANNEL BATTERS ARE 1:4NOTE:
BASIN BATTERS ARE 1:6NOTE:
2%
2%
1%
2%
2%
ILP DRAINAGE
RESERVE BOUNDARY
RL39.70
RL39.70
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:DESIGNED
DRAWN
CHECKED
DATEISSUE 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.
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J. WYNDHAM PRINCECONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4721 7638 W www.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 ONLYNOT FOR CONSTRUCTION
MARSDEN PARK
DRAFT S94 BASIN REVIEWBASIN K
8955/SK13 F
8955_SK13
DEPARTMENT OF PLANNING
C/- APP
AHD
1:500 @ A1
DJH/JC
TK
A FIRST ISSUE 20/04/10 TKB MINOR AMENDMENTS TO BASIN 27/04/10 TKC ISSUED FOR REVIEW 12/05/10 TKD MINOR AMENDMENTS 24/06/10 DJHE COUNCIL COMMENTS AMENDMENTS 30/11/10 MPF ISSUED FOR EXHIBITION 01/02/11 GH
1:500 (AT A1)
BASIN K
TWL = 39.2
EDL = 38.00
APPROXIMATE EXTENT OF RAINGARDEN
ALL BATTERS ARE 1:6NOTE:
ASSUMED UNSOUND MATERIAL)
PROPOSED ADJUSTED
ROAD ALIGNMENT
CURRENT DRAFT
ILP ROAD BOUNDARY
ILP DRAINAGE
RESERVE BOUNDARY
2%
1%
2%
2%
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
DATEISSUE 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
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J. WYNDHAM PRINCECONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4721 7638 W www.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 ONLYNOT FOR CONSTRUCTION
MARSDEN PARK
DRAFT S94 BASIN REVIEWBASIN P
8955/SK14 F
8955_SK14
DEPARTMENT OF PLANNING
C/- APP
AHDDJH/JC
TK
A FIRST ISSUE 23/04/10 TKB MINOR AMENDMENTS TO BASIN 28/04/10 TKC ISSUED FOR REVIEW 12/05/10 TKD BASIN P ILP BOUNDARY ADJUSTED 23/06/10 DJHE COUNCIL COMMENTS AMENDMENTS 30/11/10 MPF ISSUED FOR EXHIBITION 01/02/11 GH
1:500 (AT A1)
BASIN P
TWL = 35.5
EDL = 34.3
APPROXIMATE EXTENT OF RAINGARDEN
ALL BATTERS ARE 1:6NOTE:
CH
AN
NE
L T
C1
I.L. BASIN 38.00
I.L. 38.20
I.L. 42.34
SMOOTH TRANSITION
TO EXISTING INVERT.
DETAILS AT DA
STAGE
TR
AN
SM
ISS
ION
LIN
E E
AS
EM
EN
T
1.3
%
ILP DRAINAGE
RESERVE
BOUNDARY
ILP DRAINAGE
RESERVE
BOUNDARY
BASIN A DETAILS
ON SK2
2x2700x1200 RCBC
CROSSING
GPT
CH
AN
NE
L T
C4A
CH
AN
NE
L T
C4A
SMOOTH TRANSITION
TO EXISTING INVERT.
DETAILS AT DA
STAGE
ILP DRAINAGE
RESERVE
BOUNDARY
ILP DRAINAGE
RESERVE
BOUNDARY
CH
AN
NE
L T
C4
I.L.45.07
ILP DRAINAGE
RESERVE
BOUNDARY
ILP DRAINAGE
RESERVE
BOUNDARY
CH
AN
NE
L T
C4
PLAN No.
CLIENT:
SCALES:
DATUM:DESIGNED
DRAWN
CHECKED
DATEISSUE 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.
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J. WYNDHAM PRINCECONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4721 7638 W www.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 ONLYNOT FOR CONSTRUCTION
MARSDEN PARK
DRAFT S94 BASIN REVIEWCHANNELS 1, 4 AND 4A
8955/SK15 C
8955_SK15
DEPARTMENT OF PLANNING
C/- APP
AHD
1:1000 @ A1
DJH/JC
TK
A ISSUED FOR REVIEW 12/05/10 TKB COUNCIL COMMENTS AMENDMENTS 30/11/10 NMC 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
CHANNEL TC1
CHANNEL TC4
CHANNEL TC4A
ALL BATTERS ARE 1:4 UNONOTE:
NOTE:
NOTE:
ALL BATTERS ARE 1:4 UNO
ALL BATTERS ARE 1:4 UNO
GPT
BASIN E DETAILS
ON SK5
TC
7B
TC
7A
GPT
CONTINUED IN NEXT VIEW
GPTSPLITTER PIT
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
ILP DRAINAGE
RESERVE BOUNDARY
ILP DRAINAGE
RESERVE BOUNDARY
PLAN No.
CLIENT:
SCALES:
DATUM:DESIGNED
DRAWN
CHECKED
DATEISSUE 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
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AM
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J. WYNDHAM PRINCECONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4721 7638 W www.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 ONLYNOT FOR CONSTRUCTION
MARSDEN PARK
DRAFT S94 BASIN REVIEWCHANNELS 7 AND 8A
8955/SK16 C
8955_SK16
DEPARTMENT OF PLANNING
C/- APP
AHD
1:1000 @ A1
DJH/JC
TK
A ISSUED FOR REVIEW 12/05/10 TKB COUNCIL COMMENTS AMENDMENTS 30/11/10 MPC 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
CHANNEL TC8A
CHANNEL TC7
ALL BATTERS ARE 1:4NOTE:
ALL BATTERS ARE 1:4NOTE:
EXTENT OF RIPARIAN CORRIDOR
LOW FLOW DIVERSION
TO RAINGARDEN
1 in
-4
3%
1 in 4
2% 2%
1 in
4
3%
1 in 4
LANDTAKE
5m
ACCESS TRACK
2.5m
ACCESSTRACK
CL
FLOWDEPTH
CHANNELDEPTH
EXISTING
SURFACE
CHANNEL TYPICAL SECTION1:200 H
1:40 V
MARSDEN PARK
DRAFT S94 BASIN REVIEWCHANNEL TYPICAL SECTION & CHANNEL SUMMARY
8955/SK17 C
8955_SK17
DEPARTMENT OF PLANNING
C/- APP
AHD
H 1:200V 1:40
DJH/ER
DJH/TG
A ISSUED FOR REVIEW 12/05/10 TGB COUNCIL COMMENTS AMENDMENTS 30/11/10 MPC ISSUES FOR EXHIBITION 01/02/11 GH
PLAN No.
CLIENT:
SCALES:
DATUM:DESIGNED
DRAWN
CHECKED
DATEISSUE 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
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AM
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J. WYNDHAM PRINCECONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4721 7638 W www.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 ONLYNOT FOR CONSTRUCTION
METRES
1:200 (AT A1)
4 2 0 4 8 12 16 20432101
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 Width5m 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
(m)3
*
*- POST CLIMATE CHANGE
