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9307-OPW RFI 1 Civil Plans
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
MH2/06
MH1/10
MH1/10
MH1/11
F1/07
EX2/11
EX2/10
EX3/10
EX2/11
EX3/11
EX2/10
STRUCTURE NOTES
1. CLR **** = CLEARANCE TO SERVICE
NAME 2. ALL STORMWATER MANHOLES SHALL
BE IN ACCORDANCE WITH IPWEA
SW.2.01
RAISE LID TO BE FLUSH WITH DESIGN FOOTPATH
RAISE LID TO BE FLUSH WITH DESIGN FOOTPATH
BIO-RETENTION
INSTALL CLASS B, CONCRETE INFILL LID
INSTALL CLASS B, CONCRETE INFILL LID
HOFFMAN DRIVE
HOFFMAN DRIVE
HOFFMAN DRIVE
STD 1800mm MANHOLE
STD 1050mm MANHOLE
STD 1050mm MANHOLE
STD 1050mm MANHOLE
SURFACE. REFER TO DETAIL ON DRAWINGDETAILS
EXISTING MANHOLE
GRATE2
EXISTING MANHOLE
EXISTING MANHOLE
EXISTING MANHOLE
EXISTING MANHOLE
EXISTING MANHOLE
x 600 GRATE
STANDARD DRAWINGS DS-010 TO
TOP TYPE
DS-021.
DOMEINLET
3. ALL STORMWATER GULLY PITS SHALL
FOR
BE IN ACCORDANCE WITH IPWEA
INLET RAISED 300mm ABOVE600
SW.2.XXX
STD FIELD
STRUCTURE STANDARD DRAWINGS DS-060 TO
TYPE 2A FIELD INLET, 600x900
DS-063.
DESCRIPTION 4. ALL STORMWATER FIELD INLETS SHALL
REFER
BE IN ACCORDANCE WITH IPWEA
STANDARD DRAWING DS-050.
5. CONVERTER SLABS TO
MANUFACTURER'S SPECIFICATIONS.
EXISTING COUNCIL STORMWATER SYSTEM
MODELLED FOR CAPACITY CHECKS
NO SURVEY AVAILABLE - DATA FROM MAPPING
EXISTING SURFACE
D BDY
D BDY
D BDY
HYDRAULIC GRADE
LINE (10% AEP)
DESIGN SURFACE
RECONSTRUCT EXISTING
REMOVE EXISTING FIELD INLET IN
FIELD INLET AS
EASEMENT AND CONSTRUCT NEW
MANHOLE AND RETAIN
MANHOLE OVER EXISTING PIPE, CLEAR
DOWNSTREAM PIPE.
CLR 1.859150Ø
IL1.516 CLR 1.260
OF BIO-RETENTION SYSTEM WALL
EX SEWER 225Ø
IL0.677 CLR 1.570
EX SEWER 225Ø
EX SEWER
0 0.1 0.2 0.3 0.4 0.5
IL0.857
SCALE 1:10 (A1) 1:20 (A3)
0 0.1 0.2 0.3 0.4 0.5
PIPE SIZE (mm) 825Ø 300Ø 375Ø 1200x600Ø 600Ø 1200x600Ø 1200x600Ø
PIPE CLASS 3 3 2 EXISTING EX. RCBC 2 EXISTING EX. RCBC EX. RCBC SCALE 1:10 (A1) 1:20 (A3)
PIPE GRADE (%) 0.86% 0.50% 0.52% 0.31% 0.82% 0.43% 0.05%
PIPE SLOPE (1 in X) 1 in 117 1 in 200 1 in 194 1 in 326 1 in 122 1 in 230 1 in 1900
FULL PIPE VELOCITY (m/s) 0.13 0.12 0.39 0.21 0.16 0.15 0.15 CONSULTANT: MPN CONSULTING PTY LTD
PART FULL VELOCITY (m/s) 1.32 0.66 1.03 0.96 1.18 0.95 0.48 CONTACT: TOBY TAWDE MUSPRATT
(RPEQ 24982)
DATUM RL -9.0 -9.0 -10.0 -9.0 TELEPHONE: (07) 3335 4595
H.G.L IN PIPE & DATE 30/01/2026
3.470
3.282
3.280
3.117
2.877
2.874
3.163
3.158
3.158
3.160
3.141
3.160
3.141
3.099
2.729
2.728
2.696
2.696
2.696
2.988
2.984
2.929
2.877
2.874
2.749
2.749
2.749
2.729
2.729
2.728
W.S.E IN STRUCTURE
PIPE FLOW (m3/s) 0.070 0.008 0.043 0.148 0.045 0.108 0.106
PIPE CAPACITY (m3/s) 1.328 0.068 0.126 1.049 0.556 1.249 0.435
C 13.04.26 RFI RESPONSE MG TTM
DEPTH OF INVERT B 30.01.26 FOR APPROVAL TTM LS
1.195
1.371
1.362
1.570
1.200
1.487
1.389
1.389
1.298
1.648
1.684
1.684
1.859
1.536
1.570
1.617
1.627
1.643
1.648
A 14.11.25 80% DESIGN TTM
INVERT LEVEL ISSUE DATE AMENDMENT BY APP
3.302
3.126
2.988
2.780
2.900
2.892
2.990
2.990
2.950
2.600
2.580
2.580
2.850
2.814
2.780
2.620
2.610
2.605
2.600
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
OF DRAIN PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
ABN: 39 062 191 799
DESIGN SURFACE P: 61 7 3335 4555
4.497
4.350
4.100
4.379
4.379
4.248
4.264
4.709
4.350
4.237
4.248
LEVEL E: [email protected]
Level 4, Building 3,
Kings Row Office Park,
N 7078041.806
N 7078028.579
N 7077994.484
N 7077993.518
N 7077993.518
N 7077991.216
N 7077988.734
N 7078026.946
N 7078028.579
N 7077999.089
N 7077991.216
42 McDougall Street, Milton, QLD, 4064
E 504911.846
E 504902.621
E 504883.906
E 504882.729
E 504882.729
E 504875.323
E 504869.299
E 504906.700
E 504902.621
E 504880.635
E 504875.323
SETOUT CLIENT:
NOT FOR CONSTRUCTION
COORDINATES STOCKWELL DEVELOPMENT GROUP PTY LTD
NOOSA EARLY LEARNING CENTRE
19.626
14.270
41.177
50.675
LOT 4 NOOSA
3.500
0.000
1.523
0.000
7.756
0.000
4.393
CHAINAGE 16.126m 1.523m 7.756m 6.515m 4.393m 36.784m 9.498m
63-65 HOFMANN DRIVE
NOOSAVILLE, QLD 4566
LINE 06 07 10 11 STORMWATER LONGITUDINAL
SECTIONS - SHEET 2
DESIGN: TTM DRAWN: TTM SCALES: AS SHOWN
CHKD: LS APPRD: TTM DATE: 30.01.2026
mpn JOB DRAWING No. REV
9307 SW.3.02 C
FOR APPROVAL
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