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9307-OPW RFI 1 Civil Plans
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
RET
SW
DETENTION
600 x 900 DOME
EXTENDED
TOP GRATE LEGEND
300
0 0.2 0.4 0.6 0.8 1.0 EXISTING PROPOSED
WALL
COMP
REFER LANDSCAPE ARCHITECTS
PROPERTY BOUNDARY
DRAWINGS FOR SURFACE VEGETATION RL 4.10
SCALE 1:20 (A1) 1:40 (A3) EASEMENT BOUNDARY
3.88
RET
5.00 CONTOUR 5.00
SURFACE LEVEL 3.80 BUILDING
SW
CONCRETE
WALL
KERB
COMP
500
KERB AND CHANNEL
FLUSH KERB
RET
SANDY LOAM. TO SATISFY A
KERB RAMP
HYDRAULIC CONDUCTIVITY OF
100
STORM WATER MAIN
ALONG KERB
SW
200mm / hr.
SW
1.0% FALL
200
WALL
ROOFWATER RW
COARSE SAND W WATER MAIN
3.91
COMP
F3/02 F2/02 GRANULAR BACKFILL S SEWER MAIN S
RET
150Ø SLOTTED uPVC PIPE G GAS MAIN
STORMWATER PIPE TO PENETRATE WITH 1.5-2mm SLOTS (1.5m MAX T TELECOMMUNICATIONS
BLOCK WALL TO OUTLET AT CTRS, 0.5% MIN. GRADE) E U/G ELECTRICITY E E
WALL
SURFACE OF BIO-RETENTION ZONE
SW
FENCE
TYPICAL FILTER MEDIA DETAILS
II
II
3.0m WIDE PUBLIC RET WALL BLOCK RETAINING WALL RET WALL
THOROUGHFARE FOOTPATH SCALE 1:20
RET
SLEEPER RETAINING WALL RET WALL
COMP
(DDA COMPLIANT GRADES).
TOP OF BATTER
0
SW
L 4.6 .6 1 MEDIUM PARTICAL SIZE CONTENT/ SIEVE - % PASSING FACE OF BATTER
RL 4.22
R
RL4 SANDY LOAM COMPLIANT WITH 5 - 10 % ORGANIC TOE OF BATTER
II
ROCK
CO ON GEOFABRIC RL 4.60 II FAWB GUIDELINES pH 6.0 - 8.0 SWALE DRAIN
MP
SW
OVER FILTER MEDIA 200mm/hr HYDRAULIC
S
TO PIPE OUTLET.
W
RL
4.2 3.80 4 .44 4 .62 SUBSOIL DRAIN
6 L
R RET RL RL CONDUCTIVITY. FINISHED SURFACE LEVEL
WALL RET WALL
COMP
RL 4.21 COARSE SAND 1.0mm TYP. 1.4mm - 100%
CO STORM WATER [STRUCTURE NO. / LINE NO.]
MP BOLLARD FALL PROTECTION 1.0mm - 80%
HW4/02
3.92
CO SW 4 .49 BARRIER TO TOP OF BASIN WALLS 0.7mm - 44%
II
II
MP
A-A RL ENTIRE EXTENT. REFER TO 0.5mm - 8.4% TREE
4.00
S - ARCHITECTURAL DETAILS FOR BOLLARDS. GRANULAR 5mm
CO EX3/11 RL 4.27 TD/03
MP BACKFILL
24.7m² BIO-RETENTION
4.12
S WITHIN BLOCK F1/07
SYSTEM
RL 4.52
RETAINING WALL CSURROUND
OM
P
SW
BOUNDARY
PROPERTY
FFL 3.800 WALL RET
BOLLARD FALL PROTECTION VARRIER TO TOP OF BASIN WALLS ENTIRE
4.22
Pit
S RL 4.34 RL
4.1.023
l C 4 .40 REFER TO STRUCTURAL ENGINEER EXTENT. REFER TO ARCHITECTURAL DETAILS FOR BOLLARDS.
ica OMP IL0
COMP
r 0
4
c t .68 FOR PENETRATION DETAILS PEDESTRIAN PATHWAY/RAMP
e
PIPE OUTLET FROMElBIO0RETENTION S 2
E-E SEATING AND PATHWAY BIO-RETENTION BASIN REFER IPWEA STD DRG RS-065 LANDSCAPE
4.41
SYSTEM TO PENETRATE BLOCK WALL S IL0.
4.13
4 - 3.31m (DIMENSION VARIES 1.60m
AND CONNECT TO NEW MANHOLE 4.2 852 MH5/03 HOFMANN
4.20
DUE TO CURVED EDGE)
SL MH1/10
IL1.397
SW
DRIVE
SW
S
4.1326
TOP OF RETAINING WALL AROUND 200mm MIN. DIA. ROUND PROVIDE MIN. 10mm ABLEFLEX
le INDICATIVE EXISTING
4.
4.28MP 5Ø
Po BIO-RETENTION TO BE MINIMUM RL 4.400. ROCK PLACED ON BIDIM LAGGING OVER PIPES WHERE
4.34
t RL 4.400 (MIN.)
CO 37
SURFACE
S
COMP
h
S
PASSING UNDER CONCRETE KERB
Lig
WHERE ADJACENT CONCRETE SLABS FOR A44 GEOFABRIC. (300mm
4.47
4.16
DRIVEWAY, CARPARK OR FOOTPATH ARE THICKNESS)
EXTENDED DETENTION
S
HIGHER THAN WALL; SLABS TO BE CAST
4.49
RL 4.100
S OVER TOP OF WALL FOR NEAT FINISH.
S
EX2/10
4.19
S RL 3.800
4.44
REMOVE EXISTING FIELD INLET AND CONSTRUCT
4.22
S
NEW MANHOLE OVER EXISTING STORMWATER S
BIO-RETENTION
SW
4.40.41
LINE, MINIMUM 300mm CLEAR OF BIO-RETENTION
4.22
SYSTEM MEDIA TWIN 225 DIAMETER
REINFORCED BLOCK RETAINING
HO
S
4
STRUCTURE, WITHIN DEVELOPMENT SITE - FOR STORMWATER PIPES
FMA
4.25
P
SOUTHERN SITE DISCHARGE. WALL. REFER TO STRUCTURAL CONSULTANT: MPN CONSULTING PTY LTD
M
OUTLET TO SURFACE OF
CO
S
NN
0
ENGINEER FOR DETAILS. CONTACT: TOBY TAWDE MUSPRATT
S
IL2.9
BIO-RETENTION BASIN.
DRI
4.25
RL 3.000 (RPEQ 24982)
4.25
V
4.38
EX3/10 E TELEPHONE: (07) 3335 4595
IL2.88 TEMPORARY BATTER TO GEOTECHNICAL
0 1 2 3 4 5 ENGINEERS REQUIREMENTS. DATE 30/01/2026
4.28
S
COM
P
SW SCALE 1:100 (A1) 1:200 (A3)
750Ø IMPERMEABLE BARRIER HDPE LINER OR REINFORCED BLOCK RETAINING WALL. REFER
SW
COM
P
SW
SIMILAR PRODUCT TO BE APPROVED MY E-E DETAIL - BIO-RETENTION SYSTEM TO STRUCTURAL ENGINEER FOR DETAILS.
MPN PRIOR TO INSTALLATION -
SCALE 1:50
4.29
COM
MP P
CO BOLLARD FALL PROTECTION
BARRIER TO TOP OF BASIN WALLS
ENTIRE EXTENT. REFER TO
ARCHITECTURAL DETAILS FOR BOLLARDS. C 13.04.26 RFI RESPONSE MG TTM
EASEMENT BIO-RETENTION BASIN CARPARKS & DRIVEWAY B 30.01.26 FOR APPROVAL TTM LS
4.01m 6.39m
BOLLARD FALL PROTECTION A 14.11.25 80% DESIGN TTM
PROPERTY BOUNDARY
BARRIER TO TOP OF BASIN WALLS ISSUE DATE AMENDMENT BY APP
EASEMENT BOUNDARY
ENTIRE EXTENT. REFER TO TOP OF CARPARK KERB COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
ARCHITECTURAL DETAILS FOR BOLLARDS. PEDESTRIAN DDA WALKWAY SURFACE PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
(BEHIND BIO-RETENTION SYSTEM) CARPARK PAVEMENT SURFACE ABN: 39 062 191 799
PEDESTRIAN PATHWAY
REFER IPWEA STD DRG RS-065 P: 61 7 3335 4555
E: [email protected]
3.00m RL 4.400 (MIN.)
Level 4, Building 3,
Kings Row Office Park,
42 McDougall Street, Milton, QLD, 4064
RL 4.100 CLIENT:
NOT FOR CONSTRUCTION
EXTENDED DETENTION
INDICATIVE EXISTING STOCKWELL DEVELOPMENT GROUP PTY LTD
SURFACE RL 3.800
NOOSA EARLY LEARNING CENTRE
TEMPORARY BATTER TO LOT 4 NOOSA
GEOTECHNICAL ENGINEERS BIO-RETENTION TEMPORARY BATTER 63-65 HOFMANN DRIVE
REQUIREMENTS. TO GEOTECHNICAL
SYSTEM MEDIA NOOSAVILLE, QLD 4566
ENGINEERS
REQUIREMENTS. STORMWATER TREATMENT
RL 3.000 DETAILS - SHEET 1
DESIGN: TTM DRAWN: TTM SCALES: AS SHOWN
CHKD: LS APPRD: TTM DATE: 30.01.2026
EX. STORMWATER
1200x600Ø IMPERMEABLE BARRIER HDPE LINER OR mpn JOB DRAWING No. REV
0 0.5 1.0 2.0 2.5 REINFORCED BLOCK RETAINING SIMILAR PRODUCT TO BE APPROVED MY
WALL. REFER TO STRUCTURAL
ENGINEER FOR DETAILS.
A-A DETAIL - BIO-RETENTION SYSTEM MPN PRIOR TO INSTALLATION
REINFORCED BLOCK RETAINING
WALL. REFER TO STRUCTURAL
ENGINEER FOR DETAILS.
9307 SW.2.01 C
SCALE 1:50 (A1) 1:100 (A3) -
SCALE 1:50
FOR APPROVAL
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