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9307-OPW RFI 1 Civil Plans
Original PDF page 13, section 2. The text section number identifies this passage in the reader.
0.069
0.030
03
0.51%
14.838m
1 in 198
4.012
20.025 E 504895.766 4.891 3.879 1.012 3.859 STD FIELD INLET TYPE 2 F4/03
N 7077983.531 3.859 1.032 3.859 DIVERSION MANHOLE - LOW600
FLOW
x 600TOGRATE
TD/03
OVER 1050mm MANHOLE
HIGH FLOW TO MH1/10
3
0.00
0.00
300Ø
0.237
0.000
7.504m
6.02%
1 in 17
3.407
27.528 E 504889.790 4.604 3.407 1.197 3.363 STD 1050mm MANHOLE MH5/03
LINE (10% AEP)
N 7077988.070 3.188 1.416 3.332
HYDRAULIC GRADE
3
1.62
0.49
300Ø
0.137
0.035
8.919m
2.00%
1 in 50
3.158
36.447 E 504882.729 4.379 3.010 1.369 3.160 STD 1050mm MANHOLE MH1/10
N 7077993.518 2.990 1.389 3.141 MH4/03
DIVERSION MANHOLE - LOW FLOW TO TD/03
HIGH FLOW TO MH1/10
0.000 E 504895.777 4.891 3.548 STD FIELD INLET TYPE 2 F4/03
N 7077983.514 3.391 1.500 3.548 JELLFISH PROPRIETARY TREATMENT GRATE
600 x 600 DEVICE
-8.0
OVER
1500DIA 1050mm
CHAMBER MANHOLE
- JF-1500-2-1
3
1.25
0.88
225Ø
0.045
0.035
6.372m
1.00%
TREATMENT
1 in 100
3.486
6.372 E 504892.131 4.715 3.327 1.388 3.499 TREATMENT DEVICE TD/03
WATER QUALITY
OFFLINE STORM-
N 7077988.739 3.233 1.482 3.389 USER DEFINED FOR PROJECT
03B
USER DEFINED FOR PROJECT
3
1.25
0.88
225Ø
0.045
0.035
2.434m
1.00%
1 in 100
3.359
8.806 E 504889.790 4.604 3.208 1.396 3.363 STD 1050mm MANHOLE MH5/03
N 7077988.070 3.188 1.416 3.332
0.000 E 504907.229 4.693 4.182 STD FIELD INLET TYPE 2 F1/05
N 7078028.187 3.949 0.744 4.082 900 x 600 GRATE
-8.0
900 x 600 CHAMBER
3
0.85
0.53
225Ø
0.032
0.021
3.793m
05
0.50%
1 in 200
4.052
3.793 E 504910.258 4.743 3.930 0.813 4.058 STD 1050mm MANHOLE MH3/01
N 7078025.905 3.842 0.901 4.006
0.000 E 504914.973 4.400 3.520 STD FIELD INLET TYPE 1 F1/06
N 7078040.234 3.310 1.090 3.498 1200 x 1200 GRATE
-8.0
OVER 1350mm MANHOLE
3
0.85
0.25
600Ø
0.294
0.071
3.500m
06
0.23%
1 in 438
3.470
3.500 E 504911.846 4.497 3.302 1.195 3.282 STD 1800mm MANHOLE MH2/06
N 7078041.806
NOT FOR CONSTRUCTION
A
B
C
CHKD:
0
0
CLIENT:
ISSUE DATE
LS
mpn JOB
SCALE
SCALE
DESIGN: TTM
0.1
0.1
DS-063.
DS-021.
NOTES
0.2
0.2
(RPEQ 24982)
14.11.25 80% DESIGN
1:10 (A1)
1:10 (A1)
LOT 4 NOOSA
APPRD:
13.04.26 RFI RESPONSE
DRAWN:
30.01.26 FOR APPROVAL
0.3
0.3
63-65 HOFMANN DRIVE
NOOSAVILLE, QLD 4566
DRAWING No.
TTM
TTM
5. CONVERTER SLABS TO
0.4
0.4
TELEPHONE: (07) 3335 4595
AMENDMENT
1:20 (A3)
1:20 (A3)
STANDARD DRAWING DS-050.
0.5
0.5
BE IN ACCORDANCE WITH IPWEA
BE IN ACCORDANCE WITH IPWEA
BE IN ACCORDANCE WITH IPWEA
9307 SW.3.01
STANDARD DRAWINGS DS-060 TO
STANDARD DRAWINGS DS-010 TO
CONTACT: TOBY TAWDE MUSPRATT
1. CLR **** = CLEARANCE TO SERVICE
DATE:
MANUFACTURER'S SPECIFICATIONS.
SCALES:
2. ALL STORMWATER MANHOLES SHALL
3. ALL STORMWATER GULLY PITS SHALL
4. ALL STORMWATER FIELD INLETS SHALL
DATE 30/01/2026
SECTIONS - SHEET 1
CONSULTANT: MPN CONSULTING PTY LTD
NOOSA EARLY LEARNING CENTRE
FOR APPROVAL
30.01.2026
AS SHOWN
STORMWATER LONGITUDINAL
BY
MG
TTM
TTM
REV
C
LS
P: 61 7 3335 4555
ABN: 39 062 191 799
42 McDougall Street, Milton, QLD, 4064
E: [email protected]
Level 4, Building 3,
Kings Row Office Park,
APP
TTM
PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
STOCKWELL DEVELOPMENT GROUP PTY LTD
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