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Approved Plans OPW25-0057
Plans and drawings: the text below has words only, no drawings.
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12 1 117 PROPOSED 900x900 TYPE 1 GRATED FIELD
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5
LOT 100 IT IS THE RESPONSIBILITY OF THE
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INLET WITH GROUTED ROCK SCOUR
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9
12 122 0 CONTRACTOR TO CONTACT THE RELEVANT
3 PROTECTION SURROUND
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1 2 3 4 AUTHORITIES TO CONFIRM THE LOCATION OF
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d50 = 0.3m, 420mm THICK (UNIFORM ROCK)
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125
108 CH 200 107
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- 120 - - - ALL EXISTING SERVICES PRIOR TO THE
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109
112
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11CH
CH10215.244
124 COMMENCEMENT OF EXCAVATION
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CH 160
CH 140
1 180
CH 120
CH 100
11
114
123 12 121
CH 80
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CH 60
CH 40
CH 20
120 9
5
2 8
CH 0
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120 106
117 116 111 108 10
124 10 -
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120 4
119 5
123 122
RP BDY121 APPROVED PLAN
RP BDY
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TURF SWALE ROCK LINED OPW25/0057
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123 RESERVE LOT 2 117 RESERVE LOT 1 SWALE
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NOOSA COUNCIL
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11 116 11
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5
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9 113
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11 20 AUG 2025
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E
SWALE DETAIL
IP CH.0.027 RL.123.765
SCALE 1:100 (A1) - 1:200 (A3) SWALE DETAILS - LOCATION 1 TYPICAL SWALE SECTION CH0-CH16
IP CH.20.946 RL.122.824
FENCE / RP BDY
Q100FLOW 43l/s
LOT 100 LOT 2
Longitudinal Grade 4.50% 1m 1m 1m
Lining Turf
Mannings 'n' .04
0.05m
1:4
Flow Depth 0.05m 1:4
IP CH.119.962 RL.117.378
Velocity 0.67m/s
0.25m
d*v 0.04m²/s
TURF LINED CHANNEL
Swale Capacity 0.79m³/s
IP CH.152.383 RL.113.812
SWALE DETAILS - LOCATION 2 TYPICAL SWALE SECTION CH16-CH110
FENCE / RP BDY
Q100FLOW 299l/s
LOT 100 LOT 2
Longitudinal Grade 5.50% 1m 1m 1m
Lining Turf
PROPOSED
0.15m
750x225 RCBC Mannings 'n' .04
Flow Depth 1:4 1:4
DESIGN SURFACE 0.15m
Velocity 1.30m/s
0.25m
d*v 0.19m²/s 1:4 BATTER TO
WATER SERVICE
Swale Capacity 0.88m³/s EXISTING SURFACE TURF LINED CHANNEL
IP CH.209.087 RL.105.307
SEWER SERVICE
IP CH.213.415 RL.103.864
IP CH.214.293 RL.103.864
SWALE DETAILS - LOCATION 3 TYPICAL SWALE SECTION CH110-CH142
FENCE / RP BDY
Q100FLOW 375l/s
LOT 100 LOT 2
Longitudinal Grade 11.0% 1m 1m 1m
Lining Turf
0.14m
Mannings 'n' .04
Flow Depth 1:4 1:4
0.14m
Velocity 1.78m/s
0.25m
d*v 0.24m²/s 1:4 BATTER TO
Swale Capacity 1.24m³/s EXISTING SURFACE TURF LINED CHANNEL
STORMWATER FIELD INLET 1/H
TURF LINED ROCK LINED
SWALE DETAILS - LOCATION 4 TYPICAL SWALE SECTION CH142-CH209
FENCE / RP BDY
Horiz Curve Data Q100FLOW 589l/s
LOT 100 LOT 1
0%
Longitudinal Grade 15.0% 1m 1m 1m
Vertical Geometry Grade -4.5% -5.5% -11% -15% -33.333%33.333% Lining Rock
20.919m 99.016m 32.421m 56.704m 4.328m 0.972m
0.2m
Vertical Grade Length
0.878m Mannings 'n' .06
V.C. 10m V.C. 20m V.C. 20m Flow Depth 0.20m 1:4
Vertical Curve Length 1:4
Vertical Curve Radius R 1000.079m R 363.635m R 500.004m Velocity 1.69m/s
0.25m
Datum R.L.94.0 d*v 0.33m²/s 1:4 BATTER TO
ROCK LINED CHANNEL d50 = 0.2
Cut 14 2 0 0 18 47 34 15 35 43 53 Swale Capacity 0.96m³/s EXISTING SURFACE
300mm THICK (UNIFORM ROCK)
Volumes
Fill 0 12 36 39 5 0 0 0 0 0 0
123.982 123.767
123.371 123.049
123.091 122.858
123.014 122.812
122.601 122.549
121.497 121.776
120.143 120.676
119.416 119.576
119.049 118.476
118.539 117.928
117.660 117.241
117.657 117.238
116.761 See the original
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