Council archive · source document
Complied Approved Plans - MCU24 0125, OPW24 0158 & RAL24 0021(As Published) · MCU24/0125
Plans and drawings: the text below has words only, no drawings.
Very large file (18.4 MB): may take a few minutes to open.
Original PDF page 47, section 1. The text section number identifies this passage in the reader.
FI1/1
FI2/3
FI1/2
FI2/2
DT3/2
FI1/3
FI2/3
FI3/3
FI4/3
FI5/3
FI6/3
DT7/3
DT1/4
MH3/4
FI2/4
EX4/4
EX5/4
STRUCTURE
NAME
OVER EXISTING PIPE
1050mm DIA MANHOLE
DETENTION TANK
EXISTING GULLY PIT
EXISTING GULLY PIT
FIELD INLET 900 x 600
450mm DIA. PIPE
OVER 1050mm DIA. MANHOLE
DETENTION TANK
DETENTION TANK
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 900 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
900 x 600 FIELD INLET
STRUCTURE
DESCRIPTION
100
MIN. 10mmØ GALVANISED STEEL
DYNABOLTS OR EQUIVALENT
ORIFICE PLATE ELEVATION
OVER 450 DIA. OUTLET PIPE
SCALE 1 : 10
NATURAL SURFACE
150 DIA. SEWER PC IL5.17 CLR 0.28
DETENTION TANK ROOF SLAB
DESIGN SURFACE RL.5.52
10% AEP
HGL
150 DIA. SEWER IL5.11 CLR 0.30
EXPOXY RESIN ORIFICE PLATE TO
WALL AND PROVIDE SILICON SEALANT
AROUND THE EDGES OF THE PLATE
1000
225mm DIAMETER ORIFICES
PIPE SIZE (mm) 300Ø 300Ø 300Ø 450Ø 450Ø 450Ø 450Ø 450Ø 525Ø 450Ø 450Ø EX 300Ø EX 300Ø
PIPE CLASS 2 2 2 2 2 2 2 2 2 2 2 PVC PVC MIN. 10mmØ GALVANISED STEEL
DYNABOLTS OR EQUIVALENT SHARP EDGED MACHINE CUT
PIPE GRADE (%) 3.24% 1.00% 1.00% 0.51% 0.50% 7.13% 3.63% 10.00% 0.51% B 0.47% 0.50% 6.61% 3.93% HOLE TO 0.5mm ACCURACY
PIPE SLOPE (1 in X) 1 in 31 1 in 100 1 in 100 1 in 196 1 in 200 1 in 14 1 in 28 1 in 10 1 in 197 1 in 211 1 in 200 1 in 15 1 in 25
RL.4.32
FULL PIPE VELOCITY (m/s) 2.46 1.37 1.37 1.28 1.27 4.79 3.42 5.67 1.41 1.23 1.27 4.58 3.53
PART FULL VELOCITY (m/s) 1.46 0.93 1.22 1.23 1.40 4.12 3.22 4.65 1.61 1.40 1.44 4.84 3.96
650
DATUM RL -1.0 -6.0 -5.0 -8.0
10.451
10.438
10.250
10.169
10.369
10.259
10.250
10.169
10.045
5.517
5.507
5.416
5.383
5.320
9.797
7.624
7.377
5.990
5.742
5.534
5.335
5.320
4.705
4.603
4.582
4.562
4.454
3.910
3.815
3.035
H.G.L IN PIPE & ORIFICE PLATE DETAIL
OVER 450 DIA. OUTLET PIPE (DT1/4 TO FI2/4)
W.S.E IN STRUCTURE SCALE 1 : 10
PIPE FLOW
0.014 0.012 0.031 0.088 0.154 0.216 0.215 0.216 0.283 0.204 0.204 0.204 0.214
(Cumecs)
PIPE CAPACITY
0.174 0.097 0.097 0.204 0.202 0.761 0.543 0.902 0.306 0.196 0.201 0.323 0.249
AT GRADE (Cumecs)
1.251
0.954
1.129
0.929
0.982
1.002
1.027
1.027
1.016
1.109
1.129
1.215
1.500
1.031
1.641
1.230
2.000
0.916
1.715
1.757
1.757
1.846
0.989
1.009
0.930
0.950
0.925
0.935
0.689
0.689
DEPTH TO INVERT
10.350
10.050
10.000
9.875
5.425
5.268
5.248
5.164
5.164
9.895
9.875
9.755
9.470
7.660
7.050
6.185
5.415
5.138
4.338
4.320
4.320
4.320
4.221
4.201
4.180
4.160
3.365
3.355
2.296
2.296
INVERT LEVEL
OF DRAIN
NOOSA COUNCIL
11.601
11.004
11.016
11.004
10.970
6.354
6.250
6.191
8.691
7.415
6.053
6.077
6.166
5.210
5.110
4.290
2.985
DESIGN SURFACE APPROVED PLAN
LEVEL MCU24//0125, OPW24/0158
& RAL24/0021
N 7079564.949
N 7079565.293
N 7079545.631
N 7079560.217
N 7079568.410
N 7079544.861
N 7079565.293
N 7079588.862
N 7079589.781
N 7079590.549
N 7079587.782
N 7079584.282
N 7079573.831
N 7079574.712
N 7079573.722
N 7079574.469
N 7079575.622
E 505074.962
E 505084.217
E 505136.989
E 505134.252
E 505132.715
E 505086.949
E 505084.217
E 505079.780
E 505105.157
E See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Complied Approved Plans - MCU24 0125, OPW24 0158 & RAL24 0021(As Published).pdfRelated documentApplication case desk ↗
About this file
- File size
- 18.4 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.