Original source · versioned page text
9307-OPW RFI 1 Civil Plans
Original PDF page 12, section 1. The text section number identifies this passage in the reader.
. 6 2
4
WALL
II
RET
MAINTAIN MINIMUM 150mm CLEARANCE
WALL
.49
CONSTRUCT OFFLINE OCEANPROTECT BETWEEN PIPE PENETRATIONS IN INTERNAL
4 JELLYFISH TREATMENT DEVICE (JF-1200-2-1).
460mm MINIMUM UPSTREAM HEAD.
II II II
FIELD INLET IN SAG POINT WALL OF MANHOLE AT ALL TIMES.
RET
NOTE: CHAMBER SUMP 1985mm BELOW ON KERB DRAINS BACK INTO
II
4.38
OUTLET INVERT. DIVERSION MANHOLE.
HIGH FLOW
PIPE IL 3.842
WALL
II
II
IL 3.830
MH3/01
II F1/05 IL 3.650 MAIN INLET
RET
IL 3.339 DN225 IL 3.862
IL 3.246 DN300
4.52
WALL
IL 3.220 II
TD/03 LOW FLOW EX. IL 2.850
TIO R
N
NN ATE
DN22
PIPE IL 3.391
25 DN300
RET
CO OFW
2 5
EC
IL 3.200 DN DIVERSION MANHOLE FOR
600Ø
5
22
RO
II OFFLINE TREATMENT SYSTEM.
DN
SW
MAIN INLET P LOW FLOW
COM NOMINAL 500mm DROP TO LOW
WALL
DN300 PIPE IL 3.443
DN300 IL 3.911 SW DN2 TD/01 FLOW PIPE/TREATMENT DEVICE.
P 25
MH5/03 COM MH1/11
F4/03 0 IL 3.422
II EX2/11 EX 60
RET
DN3 IL 3.050
00
II
IL 3.453 IL 3.072
HIGH FLOW
II
PIPE IL 3.891
SW
II
CONSTRUCT OFFLINE OCEANPROTECT
WALL
DIVERSION MANHOLE FOR JELLYFISH TREATMENT DEVICE (JF-1200-1-1).
II
COMP
OFFLINE TREATMENT SYSTEM. 460mm MINIMUM UPSTREAM HEAD.
II
NOMINAL 500mm DROP TO LOW RECONSTRUCT EXISTING FIELD INLET NOTE: CHAMBER SUMP 1985mm BELOW
RET
PIPE/TREATMENT DEVICE. AS MANHOLE (MH1/11) FOR SITE OUTLET INVERT.
II
NORTHERN DISCHARGE. MAINTAIN
II
SW
EXISTING DOWNSTREAM PIPE
WALL
II
4.47
II
COMP
RET
LINE 03 - OFFLINE WATER QUALITY TREATMENT ARRANGEMENT LINE 01 - OFFLINE WATER QUALITY TREATMENT ARRANGEMENT
0 0.5 1.0 2.0 2.5
SCALE 1:50 SCALE 1:50
SCALE 1:50 (A1) 1:100 (A3)
CONSULTANT: MPN CONSULTING PTY LTD
CONTACT: TOBY TAWDE MUSPRATT
(RPEQ 24982)
TELEPHONE: (07) 3335 4595
DATE 30/01/2026
SUBSOIL DRAIN CLEANOUT PVC PIPE 600 x 900 DOME TOP STORMWATER PIT.
AND CONNECTOR CLEANOUTS AT REFER TO DETAIL IN SECTION O-O
HEAD OF SUBSOIL DRAIN.
I.O. CAP. EXTEND CAP (CLEANOUTS TO BE NON SLOTTED)
0 0.2 0.4 0.6 0.8 1.0
TO APPROX. 150mm
ABOVE BIO-RETENTION
BASIN SURFACE SCALE 1:20 (A1) 1:40 (A3) B 13.04.26 RFI RESPONSE MG TTM
300
FLOW A 30.01.26 FOR APPROVAL TTM LS
ISSUE DATE AMENDMENT BY APP
300
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
ABN: 39 062 191 799
STRUCTURAL
BLOCK WALL TO P: 61 7 3335 4555
I.O. CAP. EXTEND CAP TO E: [email protected]
ALL BASIN SIDES
APPROX. 150mm ABOVE Level 4, Building 3,
BIO-RETENTION BASIN SURFACE Kings Row Office Park,
42 McDougall Street, Milton, QLD, 4064
PROVIDE 0.5m TURF
TO INVERT CLIENT:
NOT FOR CONSTRUCTION
NATURAL SURFACE
SUBSOIL DRAIN CLEANOUT (CO) STOCKWELL DEVELOPMENT GROUP PTY LTD
PVC PIPE AND CONNECTOR
4 4 CLEANOUTS AT HEAD OF NOOSA EARLY LEARNING CENTRE
1 1 SUBSOIL DRAIN LOT 4 NOOSA
63-65 HOFMANN DRIVE
NOOSAVILLE, QLD 4566
0.35m MIN
PROVIDE ADEQUATE
FALLS TO OUTLET 45 DEGREE BEND 'Y' BRANCH
150Ø SLOTTED uPVC PIPE
STORMWATER 45 DEGREE BEND 150Ø SLOTTED STORMWATER TREATMENT
OUTLET PIPE
WITH 1.5-2mm SLOTS (2.5m MAX PVC PIPE DETAILS - SHEET 2
SWALE DRAIN CTRS, 0.5% MIN. GRADE)
ELEVATION OF CLEANOUT DESIGN: TTM DRAWN: TTM SCALES: AS SHOWN
N.T.S. TYPICAL ELEVATION - BIO-RETENTION BASIN SCALE 1:20 CHKD: LS APPRD: TTM DATE: 30.01.2026
SCALE 1:20 mpn JOB DRAWING No. REV
9307 SW.2.02 B
FOR APPROVAL
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (9307-OPW RFI 1 Civil Plans.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.