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23598_OPW Set_20240403
NOT FOR CONSTRUCTION
MH6/2
FI1/1
FI4/2
FI1/2
FI2/2
FI3/2
FI4/2
DT5/2
STRUCTURE
NAME
525mm DIA. PIPE
17.1kL DETENTION TANK
(AUSTRALIAN TANKS)
OVER EXISTING PIPE
600 x 600 FIELD INLET
600 x 600 FIELD INLET
900 x 600 FIELD INLET
600 x 600 FIELD INLET
600 x 600 FIELD INLET
600 x 600 FIELD INLET
1050mm DIA MANHOLE
STRUCTURE
DESCRIPTION
MIN. 10mmØ GALVANISED STEEL
DYNABOLTS OR EQUIVALENT
300
PRELIMINARY ONLY
600
SHARP EDGED MACHINE CUT
HOLE TO 0.5mm ACCURACY
ORIFICE PLATE ELEVATION
OVER 525 DIA. OUTLET PIPE
SCALE 1 : 10
INSTALL ORIFICE PIPE OVER DETENTION
TANK OUTLET PIPE. REFER DETAIL
EXPOXY RESIN ORIFICE PLATE TO
Q100 HGL WALL AND PROVIDE SILICON SEALANT
AROUND THE EDGES OF THE PLATE
EXISTING 300 DIA.
RCP IL.12.594
EX 150 DIA. SEWER IL12.41 CLR 0.40
1 x 85mm DIAMETER ORIFICE
600
4 x 90mm DIAMETER ORIFICE
4 x 75mm DIAMETER ORIFICE
SHARP EDGED MACHINE CUT
HOLE TO 0.5mm ACCURACY
PIPE SIZE (mm) 225Ø 150Ø 225Ø 300Ø 375Ø 525Ø MIN. 10mmØ GALVANISED STEEL
PVC PVC PVC 2 2 2 760
PIPE CLASS DYNABOLTS OR EQUIVALENT
PIPE GRADE (%) 5.74% 2.09% 3.19% 0.51% 0.62% 3.44%
PIPE SLOPE (1 in X) 1 in 17 1 in 48 1 in 31 1 in 195 1 in 162 1 in 29 ORIFICE PLATE DETAIL
OVER 525 DIA. OUTLET PIPE
FULL PIPE VELOCITY (m/s) 2.71 1.25 2.02 0.98 1.25 3.68 SCALE 1 : 10
PART FULL VELOCITY (m/s) 2.48 1.26 2.02 1.12 1.42 2.79
DATUM RL 2.0 1.0
14.764
14.535
13.826
13.676
14.652
14.530
14.415
14.243
13.968
13.875
13.826
13.676
13.449
13.505
H.G.L IN PIPE &
W.S.E IN STRUCTURE
PIPE FLOW 0.039 0.012 0.040 0.070 0.145 0.144
(Cumecs)
PIPE CAPACITY 0.108 0.022 0.080 0.069 0.138 0.797
AT GRADE (Cumecs)
1.140
0.829
1.179
1.498
0.753
0.848
0.825
0.920
0.929
1.049
1.074
1.224
0.975
1.361
DEPTH TO INVERT
14.370
13.590
13.240
14.430
14.170
14.075
13.635
13.540
13.490
13.370
13.345
13.195
12.980
12.594
INVERT LEVEL
OF DRAIN
15.510
14.419
15.928
14.923
14.460
14.419
14.419
13.955
DESIGN SURFACE 0 0.2 0.4 0.6m
LEVEL
Scale 1:10 @A1
E 1034.034
N 5049.497
E 1038.222
N 5062.411
E 1004.003
N 5066.821
E 1016.455
N 5066.336
E 1030.121
N 5067.717
E 1038.222
N 5062.411
E 1042.261
N 5062.395
E 1048.519
N 5062.386
Scale 1:20 @A3
SETOUT
COORDINATES HORIZ:
0 10 20 30m
Scale 1:500 @A1
13.590
12.466
26.273
36.006
40.046
46.304
0.000
0.000
Scale 1:1000 @A3
CHAINAGE 13.590 12.466 13.807 9.733 4.039 6.258
0 1 2 3m
VERT:
LINE 1 2 Scale 1:50 @A1
Scale 1:100 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD STORMWATER DRAINAGE AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE LONGITUDINAL SECTIONS Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
23598 - C06
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
6 of 11 A
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