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Updated Engineering Plans - P0433-25-001-01 20260114 · MCU26/0001
Plans and drawings: the text below has words only, no drawings.
STRUCTURE
4/1
3/1
2/1
1/1
1/2
3/1
1/3
3/1
1/4
3/1
NAME
INVERT LEVELS TO BE CONFIRMED
STRUCTURE
EXISTING GULLY FROM SURVEY
DESCRIPTION
REFER DETAIL ON DRG 350
TELLAM 2.4M ROAD GULLY
HYDRAULIC ROOFWATER
600x600 FIELD INLET
600x600 FIELD INLET
CUSTOM GULLY PIT
DETENTION TANK
DETENTION TANK
DETENTION TANK
DETENTION TANK
TRENCH GRATE
CONNECTION
NOTES
1. REFER PROJECT DRAWING C210 FOR
STORMWATER DRAINAGE LAYOUT.
2. REFER PROJECT DRAWING C315 FOR
DRAINAGE CATCHMENT LAYOUT.
3. REFER PROJECT DRAWING C340 FOR
CALCULATION TABLES. TO BE READ IN Q10 HGL
CONJUNCTION WITH SWMP.
4. 10 YEAR MINOR STORM EVENT (AEP TAILWATER SET TO
10%) HAS BEEN ADOPTED. 0.15m BELOW
5. STRUCTURE LOCATION EXISTING
CO-ORDINATES FOR ALL PITS, FIELD STRUCTURE GULLY
INLETS, HEADWALLS, AND MANHOLES SURFACE LEVEL
HAVE BEEN TAKEN AT THE PITS MID
POINT.
6. FIELD INLETS TO BE CONSTRUCTED IN
ACCORDANCE WITH IPWEA STD DRG
DS-050
7. MANHOLES TO BE CONSTRUCTED IN
ACCORDANCE WITH IPWEAQ STD
DRGS; DS-010, DS-015, DS-018, DS-019,
DS-020, DS-021
8. ALL BEDDING AND BACKFILL TO BE IN
ACCORDANCE WITH IPWEAQ STD DRG
DS-030.
9. ALL STORM WATER PIPES UNDER
ROADWAYS AND FOOTPATHS SHALL
BE CLASS '3' STEEL REINFORCED
CONCRETE UNLESS NOTED
OTHERWISE. (ALL PIPES ARE Ø375
S.R.C.P. UNLESS NOTED OTHERWISE).
ALL STORM WATER PIPES UP TO AND
INCLUDING 600Ø SHALL BE R.R.J.
STORMWATER PIPES GREATER THAN
600Ø SHALL BE INTERNAL FLUSH
JOINTED WITH PROPRIETARY
EXTERNAL BAND.
PIPE SIZE (mm) 200 375 375 200 200 200
PIPE CLASS PVC PVC PVC PVC PVC PVC
PIPE GRADE (%) 1.00% 10.24% 10.00% 1.00% 1.00% 1.00%
PIPE SLOPE (1 in X) 100.01 9.76 10.00 100.00 100.00 100.00
FULL PIPE VELOCITY (m/s) 0.58 0.17 0.17 0.10 0.04 0.09
PART FULL VELOCITY (m/s) 1.07 2.36 2.34 0.66 0.51 0.63
DATUM RL 22.0 23.0 23.0 23.0
H.G.L IN PIPE &
29.166
29.108
29.056
28.892
28.888
28.887
28.887
28.884
28.884
28.884
28.884
29.187
29.184
29.142
28.892
28.888
29.156
29.155
29.127
28.892
28.888
29.173
29.170
29.139
28.892
28.888
W.S.E IN STRUCTURE
PIPE FLOW
0.018 0.019 0.019 0.003 0.001 0.003
(Cumecs)
PIPE CAPACITY
0.033 0.561 0.555 0.033 0.033 0.033
AT GRADE (Cumecs)
1.505
1.426
1.876
1.526
1.546
2.333
2.333
1.303
1.276
1.876
1.848
1.276
1.876
1.100
1.276
1.876
DEPTH TO INVERT
28.993
28.950
28.500
27.555
27.535
26.850
26.850
29.137
29.100
28.500
29.126
29.100
28.500
29.127
29.100
28.500
INVERT LEVEL
OF DRAIN
30.498
30.376
29.081
29.033
30.440
30.376
30.973
30.376
30.227
30.376
DESIGN SURFACE
LEVEL
E 509079.928
E 509077.599
E 509068.621
E 509064.474
E 509076.451
E 509077.599
E 509078.927
E 509077.599
E 509077.326
E 509077.599
N 7080437.156
N 7080433.534
N 7080431.405
N 7080436.854
N 7080437.092
N 7080433.534
N 7080431.351
N 7080433.534
N 7080430.855
N 7080433.534
SETOUT
COORDINATES
0.000
4.306
0.000
3.739
0.000
2.555
0.000
2.693
13.533
20.381
RUNNING CHAINAGE 4.306 9.228 6.848 3.739 2.555 2.693
LINE 1 2 3 4
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
17 BOTTLEBRUSH AVENUE, NOOSA STORMWATER DRAINAGE LONGITUDINAL SECTIONS
---- ---- ---- ---- ---- 31423 14/01/26 HEADS, QLD, 4567, Australia
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
VERTICAL 1 0 1 2 3 4 5 1:100 (meters) MADE CAPITAL
---- ---- ---- ---- ---- www.recor.au | ABN 89 647 469 707 17 BOTTLEBRUSH AVENUE, NOOSA HEADS A1
HORIZONTAL 5 0 5 10 15 20 25 1:500 (meters) Project Number Drawing Number Revision
A 14/01/26 ISSUED FOR OPW APPROVAL CS EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
(FULL SIZE) client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0433-25-001 C320 A
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