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_19660_OPW_20260616 Civil Plans
Original PDF page 15, section 1. The text section number identifies this passage in the reader.
4
S
2
1:
WT107.7
FLOW DIVERSION MANHOLE
REFER STRUCTYRE DETAIL WB107.6 FILTER RL107.1
Ø100 NOM. DUMPED ROCK (d50) ON DRG C300
S
S
2.0m x 2.0m x 200mm THICK DATUM 106
LAID ON BIDIM A29 GEOFABRIC 4
A XS-24
XS-00
XS-24
XS-16
XS-08
XS-04
XS-02
XS-01
S
E
PIP
ET
S INL
1
S
OW
B FL
W
LO
S S S S S S S S S S S S S
HIGH FLOWS BYPASS PIPE
S
1 .4
WT107.7 1:2
S D
S
UNDERDRAIN CLEANOUT POINT (TYP) FILTER RL107.1
S AS PER IPWEA STD DRG WSUD-003 WB107.3
S
DATUM 106
RAMP BTM
RAMP TOP
S
XS-16
RL107.1
CONC
RL107.6
Ø100 NOM. DUMPED ROCK (d50) INSTALL BIORETENTION EDUCATIONAL
1.0m x 1.0m x 200mm THICK ACCESS
SIGN FIXED TO BASIN WALL. DIMENSIONS,
LAID ON BIDIM A29 GEOFABRIC RAMP
BIORETENTION BASIN IN ACCORDANCE WITH STANDARD, PRESENTATION, MATERIALS
STORMWATER MANAGEMENT PLAN PREPARED AND COLOUR SCHEMES IN ACCORDANCE
S
BY AQUAINTEL (MIN 125m² FILTER AREA) WT107.3 WT107.7 WITH NOOSA DESIGN PRINCIPALS
108
IL107.12
R R
BASIN OVERFLOW PIPE
WT107.7 1:3
WT107.7
WT107.7
S
1 WB107.0 FILTER RL107.1
BLOCKWORK WALL BASIN OVERFLOW PIT C
S
DATUM 106
OUTLET
PIPE TO
XS-08
BIORETENTION BASIN LAYOUT
SCALE 1:100 REFER 3D VIEW
RL 107.70
FIX FILTER CLOTH TO FACE OF WALL
TO AVOID RUNNELLING OF WATER 2 N12 TO TOP 2 COURSES
100
BETWEEN WALL & SOIL INTERFACE
28m DRAINAGE RESERVE N16-200 VERT BARS (60 COVER)
FILTER RL 107.10 WT107.7 .5
22.0m FILTER MATERIAL 1:2
2.2m RAMP 0.1m
N12-400 HOR FILTER RL107.1
WB106.9
RP BDY
LOT 4
RP BDY
0.300
100
200 SERIES BLOCKS & CAPPING S
DATUM 106
BASIN SOIL PROFILE AS PER
NSL IPWEA STD DRG WSUD-001 RAISED 'SURCHARGE PIT GRATE' ROAD
UNDERDRAIN CLEAN OUT POINT CONCRETE ACCESS RAMP
RESERVE XS-04
500mm FILTER MATERIAL SCABBLE FOOTING
1: AS PER IPWEA STD DRG WSUD-003 100mm TRANSITION LAYER
2M STEPPED RETURN WALL
AX 200-300mm DRAINAGE LAYER
VEG NSL
E T AT
RL107.4 EDD & PIT ED RL 106.05
B AN
RL107.1 FILTER LEVEL K 300mm EXTENDED DETENTION DEPTH
0.250
BLOCKWORK
0.450
WALL
N12-400 N16-200 REFER NOTES ON DRG NO C003.
OUTLET PIPE
450 LAP 700 LAP PROVIDE VERTICAL CONTROL
OVERFLOW PIT AS PER 0.300 JOINTS (VCJ) AT 6m MAX CRS. WT107.7 WT107.3
IPWEA STD DRG WSUD-001 N12-300 PROVIDE N12-400 CORNER BARS RAMP BTM 1 : 3.8
450 LAP WITH 450 LAPS EACH END. FILTER RL107.1 RL107.1
DN100 BASIN UNDERDRAIN AS 1.900 WB106.9
PER IPWEA STD DRG WSUD-003 S DATUM 106
BLOCKWORK WALL DETAIL XS-02
TYPICAL BIORETENTION BASIN SECTION (EAST-WEST) SCALE 1:25
SCALE 1:50
PROPO
SED L
OT 4
# MIN TOP OF WALL LEVEL (RL107.7) SET 100mm ABOVE TOP 10m DRAINAGE RESERVE
OF BASIN RAMP (RL107.6) TO CONSTRAIN EMERGENCY
OVERFLOWS TO EXIT THE BASIN VIA THE RAMP (I.E. IF THE 5.7m FILTER MATERIAL 3m SEWER EASEMENT WT107.7 WT107.5 RAMP
BASIN OVERFLOW PIT IS EVER 100% BLOCKED) TO 1 : 4.2
RL107.35
RP BDY
ENSURE NO FLOW ENTERS THE ADJACENT PROPERTY. FILTER RL107.1
NSL WB106.8
200 SERIES BLOCKWORK WALL # S DATUM 106
RP BDY
0.1m
K XS-01
LO
FILTER AREA MIN 125m² BAN
W
RL107.7 TOP OF WALL MIN # TED
ER 1
ETA
NSL VEG
AD RP
RL107.4 EDD & PIT MAX
JA 14
1:2
CE 813
300mm EXTENDED DETENTION DEPTH
NT 9
RL107.1 FILTER LEVEL
LO
T
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#19660_CI_OPW.dwg
RVE
RESE
ROAD
NEW SEWER WT107.7 RAMP TOP
WT107.7 RL107.6
DN100 BASIN UNDERDRAIN AS PER
IPWEA STD DRG WSUD-003 (TYP) FILTER RL107.1
WB106.7
S DATUM 106
TYPICAL BIORETENTION BASIN SECTION (NORTH-SOUTH) 3D VIEW FROM THE SOUTH-EAST (ROAD RESERVE) XS-00
SCALE 1:50 NOT TO SCALE
0 0.5 1 1.5 2 2.5 m 0 1 2 3 4 5m BASIN SECTIONS
SCALE 1:50 SCALE 1:100 SCALE 1:100
REFER DRG NO C002 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
SURVEYOR KL DR
This drawing is subject to
copyright in accordance with Brian Naismith Development Consultant
SURVEYOR PTY LTD 30 POTTERY STREET, POMONA STORMWATER DRAINAGE AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] KL DR PROPOSED RESIDENTIAL SUBDIVISION BIORETENTION DETAILS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C301
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
B 16.06.26 OPW INFORMATION REQUEST KL MCU APPROVAL - HORIZ DATUM GDA2020 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 03.11.25 OPW SUBMISSION KL ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 16.06.26 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 15 of 19 B
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