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1856-SW01_30_D Stormwater plans · OPW20/0145
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STRUCTURE
3/11
2/11
1/11
1/15
7/2
6/2
5/2
4/2
3/2
2/2
1/2
1/3
5/2
1/4
3/2
8/5
9/5
NAME
MULTI-CELL DN600/DN375
2.4m Lintel IPWEAQ TYPE
2.4m Lintel IPWEAQ TYPE
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 900x900 FIELD
IPWEAQ 900x900 FIELD
IPWEAQ 600x900 FIELD
LIP INLINE GULLY PIT
LIP INLINE GULLY PIT
STRUCTURE
HEADWALL
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
DESCRIPTION
TREE PIT
TREE PIT
INLET
INLET
INLET
FINISH SURFACE
Q10 HGL FINISH SURFACE
Q10 HGL
FINISH SURFACE
Q10 HGL
Q10 HGL Q10 HGL
FINISH SURFACE
FINISH SURFACE
PIPE SIZEmm (Class) 450(2) 450(2) 525(2) 525(2) 600(2) 600(2) 450(2) 375(2) 375(2) 375(2) 375(2) 375(2)
PIPE GRADE % 2.66% 0.53% 0.47% 0.52% 2.51% 0.31% 0.65% 0.59% 2.40% 1.11% 0.46% 0.56%
PIPE SLOPE 1 in X 37.59 188.68 212.76 192.31 39.84 322.90 153.84 169.49 41.71 90.09 217.39 177.91
FULL PIPE FLOW VELOCITY (m/s) 1.01(1.01 1y)
1.01(1.01 1y) 1.28(1.28 1y) 1.28(1.28 1y) 1.17(1.09 1y) 1.41(1.21 1y) 0.92(0.92 1y) 1.14(0.66 1y)
PART FULL FLOW VELOCITY (m/s) 1.27 1.54 1.32 0.99
(1.10 1y) (1.30 1y) (1.12 1y) (0.85 1y)
DATUM RL -7.0
3.010
4.173
3.977
3.726
3.532
3.373
3.977
3.532
5.997
5.869
6.860
WATER LEVEL
4.500
4.225
3.584
6.224
5.843
6.343
IN STRUCTURE
3.009
3.521
6.103
4.182
4.159
6.341
3.976
3.863
3.705
3.636
3.506
3.378
3.373
3.275
3.995
3.976
3.863
3.506
3.378
5.997
5.909
5.869
5.856
5.839
6.860
6.200
HYDRAULIC
4.500
4.079
4.225
3.584
6.224
5.734
6.478
GRADE LEVEL
PIPE FLOW
0.160 0.160 0.288 0.288 0.341 0.411 0.146 0.075 0.025 0.044 0.044 0.125
(Cumecs)
PIPE CAPACITY
0.445 0.209 0.294 0.320 0.485 0.357 0.225 0.136 0.271 0.174 0.117 0.131
AT GRADE (Cumecs)
1.761
1.761
1.761
1.615
1.137
1.155
1.016
1.016
1.836
1.770
1.790
1.595
1.670
1.705
1.725
1.700
1.795
1.600
2.317
2.317
1.956
1.837
2.214
0.975
DEPTH TO INVERT
3.125
2.610
3.150
3.105
5.471
3.500
3.320
3.300
3.050
2.885
2.865
2.705
2.600
2.600
3.300
3.250
6.025
5.780
5.780
5.585
5.585
6.000
5.850
INVERT LEVEL
2.400
OF DRAIN
4.911
4.361
5.336
5.090
7.000
6.796
7.902
7.837
DESIGN SURFACE
4.720
4.000
4.720
7.427
8.064
4.590
4.405
4.437
4.405
LEVEL
ROAD CHAINAGE
(Offset)
105.660
105.262
166.351
39.452
23.876
74.634
6.923
0.000
6.771
0.000
0.000
8.402
0.000
0.000
RUNNING CHAINAGE 6.771 32.681 35.182 30.628 0.398 60.691 6.923 8.402 10.526 17.559 24.494 23.876
X
X
X
LINE 2 3 4 11 15
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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: 13 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:
DRAWN MM Director: CAMERON LANDRETH p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK
0 2 4 6 8 10m (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LONGITUDINAL SECTION SW13 D
CL
SCALE 1:200 (Vert.) A3 a PO Box 899, Maroochydore,4558
DATE 13-09-19
This drawing is not to be copied or amended without written permission from
Barlow Shelley Consulting Engineers
SHEET 1 OF 3
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