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Reference Documents - MCU24 0141 & OPW24 0184 [As Published]
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1/A
2/A
3/A
4/A
5/A
1/B
2/B
3/B
3/A
1/C
4/EX1
1/D
STRUCTURE NAME
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD FIELD INLET
STD L.I.L GULLY
STRUCTURE DESCRIPTION
2.4m LINTEL
HEADWALL
900x900
900x900
900x900
900x900
900x900
900x900
600x600
900x900
600x600
900x900
DESIGN SURFACE TYP.
CONNECT TO EXISTING
MANHOLE
EXISTING SURFACE TYP.
Q10 HGL TYP.
CONNECT TO EXISTING
MANHOLE
PIPE SIZE (mm) 225 300 375 375 375 375 225 225
PIPE CLASS & TYPE UPVC SN8 UPVC SN8 RCP CL3 RCP CL3 RCP CL3 RCP CL3 UPVC SN8 UPVC SN8
PIPE GRADE (%) 0.50% 0.67% 0.40% 1.45% 5.47% 0.40% 1.65% 0.51%
PIPE SLOPE (1 in X) 199.0 150.0 248.4 69.2 18.3 250.4 60.4 197.5
FULL PIPE VELOCITY (m/s) 0.62 0.60 0.58 0.61 0.44 0.79 0.81 0.16
NORMAL DEPTH VELOCITY (m/s) 1.01 1.29 1.04 1.91 2.49 1.11 1.69 0.71
PIPE FLOW (cumecs) 0.025 0.042 0.064 0.067 0.048 0.088 0.032 0.006
CAPACITY FLOW (cumecs) 0.038 0.093 0.111 0.250 0.410 0.111 0.068 0.038
DATUM RL 3.000 2.000 1.000 3.000
HGL IN PIPE &
10.464
10.334
10.257
10.232
10.185
10.191
10.150
10.078
10.087
10.041
10.216
10.226
10.217
10.185
10.191
10.150
9.933
9.053
8.959
8.654
8.667
8.581
8.517
9.986
9.908
6.392
WSE IN STRUCTURE
10.810
10.810
10.292
10.445
10.462
10.487
10.437
10.196
10.477
10.194
10.274
10.292
NATURAL SURFACE LEVEL
10.201
10.110
10.073
10.152
10.040
INVERT LEVEL
9.966
9.946
9.872
9.852
9.800
9.800
8.800
8.356
8.335
8.300
8.300
9.836
9.799
6.301
9.946
DEPTH TO INVERT
0.609
0.701
0.738
0.845
0.865
0.938
0.958
0.233
0.233
1.072
2.081
2.102
1.896
1.896
0.726
0.664
4.162
0.654
0.771
0.865
504355.033 E 10.810
504337.133 E 10.810
504321.265 E 10.810
504325.068 E 10.810
504328.635 E 9.800
504329.708 E 10.100
504333.065 E 10.437
504324.453 E 10.196
504369.292 E 10.477
504371.412 E 10.463
504316.532 E 10.806
504321.265 E 10.810
SETOUT LEVEL
7078445.815 N
7078448.574 N
7078450.952 N
7078468.936 N
7078468.475 N
7078469.079 N
7078476.436 N
7078478.070 N
7078414.900 N
7078415.324 N
7078429.346 N
7078450.952 N
SETOUT COORDS
18.112m 16.045m 18.383m 3.596m 8.116m 8.765m 2.236m 22.118m
18.112
34.157
52.540
56.136
16.881
22.118
CHAINAGE
0.000
0.000
8.116
0.000
2.236
0.000
LINE A B C D
CLIENT PROJECT DRAWING
APPROVED DRAWN JW
CHARLES COOK STATUS FOR APPROVAL
ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES STORMWATER LONGITUDINAL
RPEQ DESIGN JW 0m 2.5 5
SECTIONS PROJECT NO. DRAWING NO. REV NO.
APPROVED DATE CHECK CC A1 1:100
30.10.24 4 LEO ALLEY RD, 0m 25 50
A ISSUED FOR APPROVAL 30.10.24 CC
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00410 A
P1 ISSUED FOR DISCUSSION 02.10.24 CC COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
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REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
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