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Consolidated Endorsed Amended Plans - MCU24 0141 & OPW24 0184 (As Published)
Plans and drawings: the text below has words only, no drawings.
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1/A
2/A
3/A
4/A
5/A
1/B
2/B
3/A
2/EX2
1/C
4/EX1
1/D
STRUCTURE NAME APPROVED PLAN
MCU24/0141 & OPW24/0184
NOOSA COUNCIL
2 APRIL 2025
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 VEE GRATE
STD L.I.L GULLY
STRUCTURE DESCRIPTION
3.6m LINTEL
HEADWALL
900x900
900x900
900x900
900x900
900x900
900x900
600x600
900x900
600x600
900x900
CONVERT LINTEL
TO VEE GRATE
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 CL2 SN8 PP RCP CL3 RCP CL3 UPVC SN8 UPVC SN8
PIPE GRADE (%) 0.50% 0.50% 0.40% 1.83% 0.62% 0.40% 1.65% 0.57%
PIPE SLOPE (1 in X) 199.0 198.1 248.7 54.7 160.1 250.0 60.4 176.7
FULL PIPE VELOCITY (m/s) 0.75 0.74 0.62 0.64 0.44 0.79 0.70 0.10
NORMAL DEPTH VELOCITY (m/s) 1.05 1.22 1.06 2.12 1.14 1.11 1.63 0.65
PIPE FLOW (cumecs) 0.030 0.052 0.068 0.071 0.048 0.088 0.028 0.004
CAPACITY FLOW (cumecs) 0.038 0.081 0.111 0.281 0.139 0.111 0.068 0.040
DATUM RL 3.000 2.000 1.000 3.000
HGL IN PIPE &
10.497
10.329
10.267
10.229
10.203
10.211
10.163
10.088
10.093
10.051
10.171
10.210
10.206
10.203
10.211
10.163
9.929
8.921
8.853
8.851
8.864
8.778
8.717
8.548
8.529
9.976
9.899
6.466
WSE IN STRUCTURE
10.810
10.810
10.292
10.445
10.476
10.501
10.428
10.196
10.477
10.194
10.248
10.292
NATURAL SURFACE LEVEL
10.178
10.087
10.052
10.154
10.043
INVERT LEVEL
9.971
9.951
9.877
9.857
9.800
9.800
8.600
8.553
8.533
8.500
8.328
9.836
9.799
6.301
9.951
DEPTH TO INVERT
0.632
0.724
0.759
0.840
0.860
0.933
0.953
0.323
0.323
1.200
1.875
1.895
1.696
1.868
0.721
0.664
4.162
0.662
0.768
0.860
504355.033 E 10.810
504337.133 E 10.810
504321.265 E 10.810
504325.068 E 10.810
9.800
504330.577 E 10.100
504332.559 E 10.181
504324.453 E 10.191
504369.292 E 10.477
504371.412 E 10.463
504316.883 E 10.815
504321.265 E 10.810
SETOUT LEVEL
7078445.815 N
7078448.574 N
7078450.952 N
7078468.936 N
7078469.202 N
7078469.294 N
7078476.550 N
7078478.070 N
7078414.900 N
7078415.324 N
7078431.838 N
7078450.952 N
504328.177 E
SETOUT COORDS
18.112m 16.046m 18.401m 3.120m 7.526m 8.248m 2.236m 19.610m
18.112
34.157
52.558
55.679
15.774
19.610
CHAINAGE
0.000
0.000
7.526
0.000
2.236
0.000
LINE A B C D
APPROVED CLIENT PROJECT DRAWING
DRAWN JW STATUS FOR APPROVAL
CHARLES COOK ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES STORMWATER LONGITUDINAL
RPEQ NO: 8480 DESIGN JW 0m 2.5 5
SECTIONS PROJECT NO. DRAWING NO. REV NO.
B RESPONSE TO RFI 12.12.24 CC APPROVED DATE
CHECK CC 4 LEO ALLEY RD,
A1 1:100
30.10.24 0m 25 50
A ISSUED FOR APPROVAL 30.10.24 CC
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00410 B
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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Last saved by: XAVIERCOOK(2024-12-13) Last Plotted: 2024-12-13
Document Set ID: 23674841
Filename: C:\ICE\ICE\PROJECTS - DOCS\2024\240127_4_LEO_ALLEY_DR\04 DESIGN\CAD\240127-OPW-C-00410.DWG
Version: 1, Version Date: 04/04/2025
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