Original source · versioned page text
2499 - 33 Pavilion St, Pomona - Civil Drawings (BSCE)
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c320-c321 stormwater longitudinal sections.dwg
A
11.07.25
LINE
DATUM RL
CHAINAGE
PIPE CLASS
PIPE SIZE (mm)
SETOUT LEVEL
HGL ELEVATION
PIPE GRADE (%)
DEPTH TO INVERT
STRUCTURE NAME
PIPE SLOPE (1 in X)
FOR APPROVAL
PIPE FLOW (cumecs)
SETOUT COORDINATES
INVERT LEVEL OF DRAIN
REV DATE DESCRIPTION
CAPACITY FLOW (cumecs)
FULL PIPE VELOCITY (m/s)
STRUCTURE DESCRIPTION
EXISTING SURFACE
NORMAL DEPTH VELOCITY (m/s)
0.000 E 485845.047 87.464 87.258 STD LIP IN LINE GULLY 1/1
N 7084827.694 86.599 0.864 87.211 2.4m Lintel (GRADE)
DESIGN SURFACE
78.000
375
0.94
0.39
0.111
0.043
250.0
0.40%
20.756
RCP (4)
EC
BY
87.199
20.756 E 485842.005 87.359 86.516 0.843 87.210 STD LIP IN LINE GULLY 2/1
N 7084807.162 86.496 0.863 87.096 2.4m Lintel (GRADE) CUSTOM BASE (refer detail)
CS
CHKD
DATE
1.12
0.99
DATUM
0.312
0.315
333.4
DESIGN
0.30%
DRAWN
24.019
(2x)450
RCP (4)
DESIGN CHECK
10% AEP HGL
87.022
44.773 E 485838.155 87.243 86.424 0.818 87.039 STD LIP IN LINE GULLY 3/1
N 7084783.456 86.404 0.838 86.876 2.4m Lintel (GRADE) CUSTOM BASE (refer detail)
1 -
DETAILS
EC
EC
CS
AHD
SEW150
1.57
1.57
-2 2
0.290
0.423
333.3
RCBC
0.30%
18.110
CLR 0.106
600x450
1
86.720
62.882 E 485832.988 87.151 86.350 0.801 86.739 STD LIP IN LINE GULLY 4/1
N 7084766.099 86.312 0.840 86.619 2.4m Lintel (SAG) CUSTOM BASE (refer detail)
1:1000
1:50
1:100
1:500
2.14
0.92
6.000
1.243
0.497
100.0
RCBC
1.00%
1200x450
1
86.644
10
SEW150
68.882 E 485827.243 87.151 86.252 0.900 86.659 STD LIP IN LINE GULLY 5/1
N 7084767.829 86.232 0.920 86.530 CLR 0.197 2.4m Lintel (SAG) CUSTOM BASE (refer detail)
5
0.5
1.45
0.97
0.681
0.526
375.6
0
0
RCBC
0.27%
11.936
1200x450
86.470
80.818 E 485819.405 87.026 86.200 0.826 85.778 CUSTOM MANHOLE 6/1
N 7084760.703 85.323 1.703 85.650 DIA 1500 EXT 900mm
VERTICAL
SCALE
HORIZONTAL
1
10
1.45
0.97
0.681
0.525
333.3
RCBC
0.30%
26.974
1200x450
2
20
85.618
107.792 E 485792.722 86.270 85.243 1.027 85.633 STD MANHOLE 7/1
A3
A1
A3
A1
N 7084764.657 85.223 1.047 85.516 1800mm DIA
This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
1.44
0.96
7.523
0.920
0.520
333.3
0.30%
RCBC
1200x450
115.315 E 485787.008 85.650 85.200 0.450 HEADWALL 8/1
N 7084759.763 85.200 0.450 85.468
DRAWING STATUS
(RPEQ 25245)
FOR APPROVAL
APPROVED
.................
Engineer: TIM BURKE
0.000 E 485940.092 95.150 94.619 STD FIELD INLET 1/2
N 7084772.897 94.069 1.081 94.317 900x900
85.000
375
3.86
1.02
10.6
0.539
0.113
9.44%
39.296
PVC SN8
90.992
39.296 E 485901.221 91.358 90.360 0.997 91.007 STD FIELD INLET 2/2
N 7084778.656 90.340 1.017 90.868 900x900
450
1.12
1.01
0.156
0.160
333.3
0.30%
24.549
PVC SN8
90.791
63.845 E 485903.292 91.726 90.267 1.459 90.831 STD FIELD INLET 3/2
N 7084803.117 90.247 1.479 90.576 900x900
PO Box 899
2
07 5443 8285
81.000
5.1
ABN 29 679 702 599
450
5.95
1.37
1.265
0.218
Maroochydore 4558
16.051
19.66%
PVC SN8
barlowshelley.com.au
Barlow Shelley Pty Ltd
79.896 E 485887.394 88.211 87.090 1.121 87.689 STD FIELD INLET 4/2
[email protected] N 7084805.330 87.124 1.087 87.670 600x600
DESIGN SURFACE
PROJECT:
DRAWING TITLE:
450
1.97
1.37
0.285
0.217
100.0
1.00%
39.919
PVC SN8
EXISTING SURFACE
10% AEP HGL
87.439
119.815 E 485847.856 87.587 86.725 0.863 87.468 STD FIELD INLET 5/2
N 7084810.833 86.705 0.883 87.242 900x900
WAT100
CLR 0.300 SEW150
78.000
CLR 0.103
450
1.42
1.42
7.077
0.202
0.226
204.9
0.49%
PVC SN8
87.199
126.893 E 485842.005 87.359 86.670 0.689 87.210 STD LIP IN LINE GULLY 2/1
N 7084807.162 86.496 0.863 87.096 2.4m Lintel (GRADE) CUSTOM BASE (refer detail)
AT 33A PAVILION STREET POMONA
0.000 E 485901.046 91.355 91.102 STD FIELD INLET 1/3
N 7084777.166 90.441 0.914 See the original
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