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SUPERSEDED Approved Plans & Document OPW25-0042 · OPW25/0042
Plans and drawings: the text below has words only, no drawings.
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Q100
OUT/1
STRUCTURE
4A/1
4B/1
1/1
1800dia x 2400d RAPID INFILTRATION PIT
1800dia x 2400d RAPID INFILTRATION PIT
1800dia x 2400d RAPID INFILTRATION PIT
2/1
3/1
5/1
6/1
7/1
8/1
9/1
4/1
I.P.10.517, 18.750
WITH 5m2 GEOFABRIC & ROCK APRON
NAME
I.P.9.469, 18.750
I.P.6.510, 18.350
I.P.12.407, 18.100
1500x900 PIT WITH IMPERVIOUS
I.P.35.495, 17.250
WITH 900x900 CLASS 'B' GRATE
WITH 900x900 CLASS 'B' GRATE
WITH 900x900 CLASS 'B' GRATE
I.P.43.699, 17.200
BOLT DOWN CLASS 'D' GRATE
BOLT DOWN CLASS 'D' GRATE
BOLT DOWN CLASS 'D' GRATE
BOLT DOWN CLASS 'B' GRATE
BOLT DOWN CLASS 'B' GRATE
1200x1200 GRATED PIT WITH
I.P.130.099, 16.750
EXISTING 600sq GRATED PIT
STONE PITCHED HEADWALL
1500x1500 PIT WITH RAISED
I.P.142.492, 16.200
I.P.149.787, 16.150
900x900 PIT IMPERVIOUS
WITH CONCRETE APRON
WITH CONCRETE APRON
1200x1200 GRATED PIT
900x900 GRATED PIT
900x900 GRATED PIT
STRUCTURE
BOLT DOWN LID
BOLT DOWN LID
DESCRIPTION
I.P.167.642, 13.500
10.517, 18.750
9.469, 18.750
6.510, 18.350
12.407, 18.100
35.495, 17.250
43.699, 17.200
130.099, 16.750
142.492, 16.200
149.787, 16.150
ALL LIDS/GRATES TO
167.642, 13.500
EXISTING SURFACE
BE BOLT DOWN TYPE DESIGN SURFACE SEWER
14.45m
IL8.84 VC LENGTH
-0.685% 0.000%
GRADE -11.058% -3.682%-0.609% -0.521% -4.438% -14.842%
MAXIMUM DEPTHS
DATUM R.L.7.0
INTERNAL MAXIMUM ALL GRATED PITS TO
18.944 17.820 -1.124
18.443 17.250 -1.193
18.276 17.223 -1.053
17.625 17.115 -0.510
17.019 17.011 -0.008
100.000 16.954 16.907 -0.047
120.000 17.097 16.803 -0.295
140.000 17.328 16.311 -1.017
149.801 17.213 16.148 -1.065
160.000 15.569 14.634 -0.934
169.236 13.865 13.500 -0.365
19.070 19.070 0.000
DIMENSIONS DEPTH CUT(-)/FILL(+)
300 MIN CLEARANCE
BE INSTALLED WITH
450 x 450 < 600 DESIGN SURFACE
600 x 600 > 600 <900 LITTER BASKETS
LEVELS
900 x 600 >900 <1200
NATURAL SURFACE
900 x 900 >1200
LEVELS
20.000
35.495
40.000
60.000
80.000
0.000
CHAINAGE
1200 1200
PIPE SIZEmm (Class) 600(2) 600(2) 600(2) 600(2) 600(2) 600(2) 600(2) 600(2) 600(2) x 450 (RCBC) x 450 (RCBC) OVERLAND FLOW PATH
(EPHEMERAL STREAM)
PIPE GRADE % 0.71% 3.43% 0.93% 0.94% 0.94% 0.94% 7.50% 0.50% 2.50% 8.54% 4.05%
141.83 29.12 106.95 106.95 106.95 106.95 13.33 200.00 40.00 11.70 24.71 LONGITUDINAL SECTION
PIPE SLOPE 1 in X Horiz. 1:1000
FULL PIPE FLOW VEL. (m/s) 0.18 1.95 1.95 2.63 2.70 2.72 2.89 2.90 5.00 2.89 2.89 Vert. 1:100
PART FULL FLOW VEL. (m/s) 6.40 4.97
(6.26 63.20%A) (4.90 63.20%A)
DATUM RL 1.0 -6.0
HYDRAULIC
17.911
18.140
16.313
11.985
11.398
17.022
16.440
15.860
15.608
18.829
18.822
18.822
17.636
17.353
15.758
14.956
14.679
14.584
14.477
12.884
7.450
7.544
6.577
GRADE LEVEL
PIPE FLOW 0.052 0.570 0.570 0.770 0.789 0.795 0.844 0.848 1.460 1.564 1.564
(Cumecs)
1.150
1.300
1.418
1.419
1.050
1.881
1.314
1.740
1.280
1.308
1.309
1.250
2.000
1.244
1.264
1.577
1.578
2.500
1.949
1.294
2.500
0.885
DEPTH TO INVERT
INVERT LEVEL
11.401
11.500
17.000
17.060
17.020
16.006
15.651
14.991
14.900
11.469
13.650
12.450
10.968
10.948
15.986
15.652
15.273
15.272
14.992
7.000
6.315
OF DRAIN 8.350
-
DESIGN SURFACE
16.150
18.800
18.300
17.070
16.300
13.500
17.250
16.850
13.350
12.262
9.500
7.200
LEVEL APPROVED PLAN
OPW25/0042
STRUCTURE SETOUT
N= 80584.236
N= 80580.161
N= 80551.938
N= 80526.171
N= 80497.065
N= 80475.474
N= 80468.420
N= 80452.602
N= 80446.597
N= 80435.703
N= 80422.490
N= 80413.636
E= 8405.398
E= 8409.345
E= 8415.709
E= 8390.876
110.754 E= 8362.912
140.728 E= 8342.121
150.477 E= 8335.392
166.481 E= 8332.957
172.624 E= 8331.661
189.966 E= 8345.154
220.367 E= 8372.534
237.292 E= 8386.958 NOOSA COUNCIL
COORDINATES
(Easting/Northing)) 8 AUG 2025
RUNNING
34.605
70.391
5.673
0.000
5.673 28.932 35.786 40.363 29.974 9.749 16.004 6.143 17.342 30.401 16.925
CHAINAGE
HORIZONTAL SCALE
0 20 40 60 80 See the original
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