Council archive · source document
Approved Plans 3 of 4 Stormwater OPW20-0145 · OPW20/0145
Plans and drawings: the text below has words only, no drawings.
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
STRUCTURE
3/11
2/11
1/11
1/15
NAME
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
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
WATER LEVEL
3.010
4.173
3.977
3.726
3.532
3.373
3.977
3.532
5.997
5.869
6.860
4.500
4.225
3.584
6.224
5.843
6.343
IN STRUCTURE
HYDRAULIC
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
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
INVERT LEVEL
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
2.400
OF DRAIN
DESIGN SURFACE
4.911
4.361
5.336
5.090
7.000
6.796
7.902
7.837
4.720
4.590
4.405
4.000
4.720
4.437
4.405
7.427
8.064
LEVEL -
ROAD CHAINAGE NOOSA COUNCIL
(Offset)
APPROVED PLAN
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
OPW20/0145 17 DEC 2020
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 SCALE APPROVED 1856
A 13-09-19 FOR APPROVAL MM CL SCALE 1:2000 (Horiz.) A3
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 13 OF 30
0 20 40 60 80 100m
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
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK CL
0 2
SCALE 1:200 (Vert.) A3
4 6 8 10m (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW13 E
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Approved Plans 3 of 4 Stormwater OPW20-0145.pdfRelated documentApplication case desk ↗
About this file
- File size
- 6.4 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.