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2499 - 33 Pavilion St, Pomona - Revised Civil Drawings_Optimized
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p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c320-c321 stormwater longitudinal sections.dwg
B
A
C
13.11.25
29.08.25
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)
RFI RESPONSE
RFI RESPONSE
FOR APPROVAL
PIPE FLOW (cumecs)
SETOUT COORDINATES
INVERT LEVEL OF DRAIN
REV DATE DESCRIPTION
CAPACITY FLOW (cumecs)
FULL PIPE VELOCITY (m/s)
STRUCTURE DESCRIPTION
NORMAL DEPTH VELOCITY (m/s)
0.000 E 485842.005 87.059 86.367 STD LIP IN LINE GULLY 2/1
EXISTING SURFACE
DESIGN SURFACE
N 7084807.162 85.596 1.463 86.249 2.4m Lintel (GRADE) CUSTOM BASE (refer detail)
78.000
1.14
0.98
0.222
0.216
250.0
0.40%
24.017
(2x)375
CS
CS
EC
RCP (2)
BY
86.159
CS
CS
CS
24.017 E 485838.155 86.942 85.500 1.442 86.166 STD LIP IN LINE GULLY 3/1
CHKD
N 7084783.456 85.480 1.462 86.075 2.4m Lintel (GRADE) CUSTOM BASE (refer detail)
DATE
1.19
1.19
DATUM
DESIGN
0.222
0.262
250.0
DRAWN
0.40%
17.763
(2x)375
RCP (2)
39.3% AEP HGL
85.975
41.779 E 485833.088 86.853 85.409 1.444 85.990 STD LIP IN LINE GULLY 4/1
DESIGN CHECK
N 7084766.431 85.389 1.464 85.918 2.4m Lintel (SAG) CUSTOM BASE (refer detail)
750
1
86.336
1.11
1.07
0.71
1.01
6.012
0.431
0.314
0.448
666.6
0.15%
RCP (2)
DETAILS
86.362
EC
EC
CS
85.911
AHD
47.792 E 485827.243 86.851 85.379 1.472 85.924 STD LIP IN LINE GULLY 5/1
N 7084767.829 85.359 1.492 85.835 2.4m Lintel (SAG) CUSTOM BASE (refer detail)
18-06-2025
86.181
10% AEP HGL
750
1.18
1.09
0.83
1.18
86.159
0.431
0.365
0.519
666.7
0.15%
10.211
RCP (2)
86.184
85.810
58.003 E 485819.478 87.090 85.344 1.746 85.828 STD MANHOLE 6/1
N 7084761.198 85.324 1.766 85.682 1200mm DIA
1:1000
1:50
1:100
1:500
85.925
1
10
1.53
1.36
1.08
1.53
0.385
0.364
0.518
333.3
RCBC
0.30%
26.540
750x450
5
0.5
85.781
85.794
85.607
0
0
84.542 E 485793.225 86.270 85.245 1.025 85.613 STD MANHOLE 7/1
N 7084765.087 85.225 1.045 85.512 1500mm DIA
85.589
VERTICAL
1.48
1.34
0.89
1.27
SCALE
8.185
0.631
0.361
0.513
333.3
HORIZONTAL
0.30%
RCBC
1
900x450
10
92.727 E 485787.008 85.650 85.200 0.450 HEADWALL 8/1
N 7084759.763 85.200 0.450 85.454
85.521
2
20
A3
A1
A3
A1
This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
10% AEP
RESULTS
10% AEP HGL
0.000 E 485940.092 95.100 95.066 STD FIELD INLET 1/2
N 7084772.897 94.286 0.814 94.501 900x900
84.000
DRAWING STATUS
(RPEQ 25245)
FOR APPROVAL
APPROVED
9.5
225
3.75
1.99
.................
0.146
0.079
39.296
10.57%
Engineer: TIM BURKE
PVC SN8
90.630
39.296 E 485901.221 90.891 90.131 0.760 90.682 STD FIELD INLET 2/2
N 7084778.656 90.119 0.772 90.377 900x900
300
2.16
1.59
50.0
0.137
0.112
2.00%
26.583
PVC SN8
90.037 SEW150
65.879 E 485903.810 90.677 89.588 1.089 90.079 CLR 0.377 STD FIELD INLET 3/2
2
N 7084805.112 89.568 1.109 89.848 900x900
80.000
6.4
375
4.95
1.31
0.692
0.144
16.183
15.55%
PVC SN8
82.062 E 485887.753 88.054 87.051 1.003 87.167 STD FIELD INLET 4/2
N 7084807.129 86.694 1.360 86.968 600x600
PO Box 899
07 5443 8285
ABN 29 679 702 599
Maroochydore 4558
barlowshelley.com.au
Barlow Shelley Pty Ltd
450
2.28
0.96
54.9
0.385
0.152
1.82%
37.068
PVC SN8
[email protected]
86.464
PROJECT:
119.130 E 485851.029 87.344 86.019 1.325 86.483 STD FIELD INLET 5/2
N 7084812.162 85.999 1.345 86.369 SEW150 900x900
CLR 0.000
DRAWING TITLE:
WAT100
450
1.40
0.99
SEW150
0.202
0.157
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