Council archive · source document
1856-SW01_30_D Stormwater plans · OPW20/0145
Plans and drawings: the text below has words only, no drawings.
Very large file (10.9 MB): may take a few minutes to open.
Original PDF page 15, section 1. The text section number identifies this passage in the reader.
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
NAME
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
IPWEAQ 900x900 FIELD
LIP INLINE GULLY PIT
LIP INLINE GULLY PIT
LIP SAG GULLY PIT
LIP SAG GULLY PIT
STRUCTURE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
DESCRIPTION
INLET
CELL
FINISH SURFACE FINISH SURFACE
FINISH SURFACE Q10 HGL
Q10 HGL
FINISH SURFACE
Q10 HGL Q10 HGL
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)
PIPE GRADE % 1.55% 0.71% 0.50% 0.47% 0.27% 0.31% 0.23% 1.08% 7.71% 8.43% 8.17%
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
FULL PIPE FLOW VELOCITY (m/s) 1.08(1.08 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
(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)
DATUM RL -5.0
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
WATER LEVEL
IN STRUCTURE
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
HYDRAULIC
6.469
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
(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
AT GRADE (Cumecs)
1.240
1.280
1.350
1.953
1.953
1.350
1.580
1.919
2.053
2.053
2.226
2.226
2.379
2.379
2.562
2.387
2.837
0.975
0.816
2.123
0.504
0.816
DEPTH TO INVERT
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
INVERT LEVEL
7.442
OF DRAIN
7.100
8.417
7.700
8.203
8.203
8.276
8.329
8.578
8.578
DESIGN SURFACE
8.462
7.496
8.462
8.433
8.654
8.595
LEVEL
ROAD CHAINAGE
(Offset)
20.600
80.438
45.134
20.552
61.942
22.717
22.769
68.356
40.534
0.000
6.452
0.000
0.000
0.000
4.40
RUNNING CHAINAGE 6.452 14.100 19.982 21.408 18.496 22.717 45.639 22.910 7.130
4.40 16.20
LINE 20 19 22 21
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: 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:
DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK
0 2 4 6 8 10m (RPEQ 19358) p 07 5443 8285 STORMWATER LONGITUDINAL SECTION SW15 D
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 Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 SHEET 3 OF 3
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
1856-SW01_30_D Stormwater plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 10.9 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.