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SUPERSEDED Compiled Approved Plans for OPW20-0145 05
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Plans and drawings
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Log in to see the plans as drawn L = 375m AND SHAPED TO EXISTING CHANNEL
WITH dD50=200 ROCK OVER GEOFABRIC
STRUCTURE
2A/22
5/20
4/20
3/20
2/20
1/20
3/19
4/19
3/19
DN900 HEADWALL SINGLE 1/19
4/22
3/22
2/22
1/21
2/22
1/24
NAME
PRECAST CONCRETE HEADWALL
2/5
OUT/25
IPWEAQ 900x600 FIELD 1/25
IPWEAQ 900x600 FIELD 2/25
IPWEAQ 900x600 FIELD 3/25
2.4m Lintel IPWEAQ TYPE
2.4m Lintel IPWEAQ TYPE
2.4m Lintel IPWEAQ TYPE
2.4m Lintel IPWEAQ TYPE
DN750 HEADWALL INLET
INLET DN375 HEADWALL
IPWEAQ 1200 DIAMETER
IPWEAQ 1200 DIAMETER
IPWEAQ 1500 DIAMETER
IPWEAQ 1500 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
2.4m Lintel IPWEAQ TYPE
IPWEAQ 900x900 FIELD
LIP INLINE GULLY PIT
LIP INLINE GULLY PIT
IPWEAQ 900x600 FIELD
LIP SAG GULLY PIT
LIP SAG GULLY PIT
1200x900 CHAMBER
LIP SAG GULLY PIT
STRUCTURE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
DESCRIPTION
INLET
OUTLET
CELL
INLET
INLET
INLET
NOOSA COUNCIL
FINISH SURFACE FINISH SURFACE
FINISH SURFACE Q10 HGL
Q10 HGL
Q10 HGL Q10 HGL
FINISH SURFACE
APPROVED PLAN
OPW20/0145.02 18 MAR 2021
PIPE SIZEmm (Class) 750(2) 750(2) 750(2) 750(2) 750(2) 450(2) 900(2) 375(2) 375(2) 375(2) 375(2) 375(2) 525(4) 600(4) 750(4)
PIPE GRADE % 1.55% 0.71% 0.50% 0.47% 0.27% 0.31% 0.23% 1.08% 7.71% 8.43% 8.17% 0.47% 0.50% 0.30% 0.25%
PIPE SLOPE 1 in X 64.52 141.00 199.82 214.08 369.92 319.96 434.78 92.01 12.97 11.87 12.24 214.81 200.00 333.33 400.00
FULL PIPE FLOW VELOCITY (m/s) 1.08(1.08 1y) 1.00 0.80(0.46 1y) 1.14(0.66 1y)
PART FULL FLOW VELOCITY (m/s) 2.28 2.12 1.81 1.78 1.42 1.73 0.93 1.12 2.08 (0.58 1y) 1.40
(2.03 1y) (1.89 1y) (1.62 1y) (1.59 1y) (1.29 1y) (1.59 1y) (0.79 1y) (0.97 1y) (1.77 1y) (1.25 1y)
DATUM RL -5.0
WATER LEVEL
6.813
8.417
6.958
6.895
6.697
6.572
6.263
7.039
6.263
6.006
7.632
7.605
7.556
6.499
3.672
4.305
3.945
3.545
IN STRUCTURE
HYDRAULIC
6.110
6.611
6.110
6.813
7.612
8.195
8.417
6.958
6.905
6.895
6.830
6.732
6.697
6.609
6.572
6.263
7.039
6.263
6.006
7.632
7.605
7.567
7.556
6.499
6.469
3.802
3.672
3.572
4.305
4.023
3.945
3.545
3.645
3.392
3.307
2.973
GRADE LEVEL
PIPE FLOW
0.365 0.420 0.471 0.471 0.471 0.171 0.613 0.030 0.064 0.015 0.015 0.110 0.158 0.307 0.469
(Cumecs)
PIPE CAPACITY
1.183 1.018 0.793 0.772 0.583 0.156 1.109 0.124 0.123 0.509 0.509 0.270 0.316 0.518
AT GRADE (Cumecs)
1.240
1.280
1.350
1.953
1.953
1.350
1.580
1.919
1.123
1.143
2.053
2.053
2.226
2.226
2.379
2.379
2.562
2.387
2.837
0.975
0.816
2.123
1.026
0.301
0.504
1.077
0.816
0.993
1.030
1.617
DEPTH TO INVERT
INVERT LEVEL
6.150
6.150
8.150
6.146
6.350
6.250
6.250
6.050
6.050
5.950
5.950
5.900
6.075
5.625
5.520
7.193
7.153
6.659
7.779
7.779
6.455
3.185
7.442
3.269
3.027
3.000
3.497
3.047
2.700
2.600
2.658
OF DRAIN
DESIGN SURFACE
7.100
8.417
4.262
7.700
8.203
8.203
8.276
8.329
8.578
8.578
3.301
8.462
7.496
8.462
8.433
8.654
8.595
4.170
4.523
3.730
4.103
LEVEL
ROAD CHAINAGE
(Offset)
102.391
20.600
80.438
45.134
20.552
61.942
22.717
22.769
68.356
91.423
40.534
45.658
21.481
0.000
6.452
0.000
0.000
0.000
4.40
0.000
0.000
RUNNING CHAINAGE 6.452 14.100 19.982 21.408 18.496 22.717 45.639 22.910 7.130 21.481 45.658 45.765 10.968
4.40 16.20
LINE 20 19 22 21 24 25
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED PROPOSED SUBDIVISION 1856
A 13-09-19 FOR APPROVAL MM CL SCALE 1:2000 (Horiz.) A3 AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 15 OF 30
0 20 40 60 80 100m FOR STOCKWELL PTY LTD
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL DRAWN MM Director: CAMERON LANDRETH
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK
0 2 4 6 8 10m (RPEQ 19358) p 07 5443 8285 STORMWATER LONGITUDINAL SECTION SW15 F
CL
SCALE 1:200 (Vert.) A3 e [email protected] w www.barlowshelley.com.au
DATE 13-09-19
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting See the original
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