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Attachment 2 -1856-SW01_SW30
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STRUCTURE
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 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
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)
PIPE GRADE % 1.04% 0.77% 0.47% 0.44% 0.25% 0.30% 0.34% 0.50% 7.71% 8.43%
PIPE SLOPE 1 in X 96.35 130.00 214.29 226.09 396.90 334.63 290.49 199.73 12.97 11.87
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
(Cumecs)
PIPE CAPACITY
1.183 1.018 0.793 0.772 0.583 0.156 1.109 0.124 0.123 0.509
AT GRADE (Cumecs)
1.105
1.105
1.350
1.953
1.953
1.350
1.580
2.974
2.053
2.053
2.226
2.226
2.379
2.379
2.562
2.387
2.837
0.975
2.123
0.504
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
7.328
7.328
5.604
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
LEVEL
ROAD CHAINAGE
(Offset)
20.108
86.518
45.134
22.635
66.673
23.859
22.769
54.273
44.064
0.000
9.635
0.000
0.000
0.000
RUNNING CHAINAGE 9.635 13.000 21.429 22.609 19.845 23.859 30.414 22.769 22.365 20.108
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
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 B
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
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