Council archive · source document
Consolidated Plans - OPW25 0057 (As Published) · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
Very large file (23.1 MB): may take a few minutes to open.
Original PDF page 50, section 1. The text section number identifies this passage in the reader.
105
107
125 123
12
124
12
1
124
5
112
120
12
113
116
12 1 117 PROPOSED 900x900 TYPE 1 GRATED FIELD
104
5
LOT 100 IT IS THE RESPONSIBILITY OF THE
11
INLET WITH GROUTED ROCK SCOUR
110
114
115
12
9
12 122 0 CONTRACTOR TO CONTACT THE RELEVANT
3 PROTECTION SURROUND
11
1 2 3 4 AUTHORITIES TO CONFIRM THE LOCATION OF
8
d50 = 0.3m, 420mm THICK (UNIFORM ROCK)
113
125
108 CH 200 107
116
- 120 - - - ALL EXISTING SERVICES PRIOR TO THE
117
109
112
121
11CH
CH10215.244
124 COMMENCEMENT OF EXCAVATION
106
CH 160
CH 140
1 180
CH 120
CH 100
11
114
123 12 121
CH 80
11
CH 60
CH 40
CH 20
120 9
5
2 8
CH 0
11
115
7
120 106
117 116
-
111 108 10
124 10
114
120 4
5
ENDORSED PLAN
119
123 RP BDY121
122
RP BDY
118
F
TURF SWALE ROCK LINED OPW25/0057
109
123 RESERVE LOT 2 117 RESERVE LOT 1 SWALE
120
NOOSA COUNCIL
110
11 116 11
104
5
112
9 113
122
122 121
118 4
11 17 OCT 2025
106
111
F
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' .035
0.05m
1:4
Flow Depth 0.05m 1:4
IP CH.119.962 RL.117.378
Velocity 0.73m/s
0.25m
d*v 0.04m²/s
MIN.
TURF LINED CHANNEL
F Swale Capacity 0.91m³/s
IP CH.152.383 RL.113.812
FENCE / RP BDY
SWALE DETAILS - LOCATION 2 TYPICAL SWALE SECTION CH16-CH110
Q100FLOW 299l/s
LOT 100 LOT 2
Longitudinal Grade 5.50% 1m 1m 1m
Lining Turf
PROPOSED
0.14m
900x225 RCBC Mannings 'n' .035
Flow Depth 1:4 1:4
DESIGN SURFACE 0.14m
Velocity 1.43m/s
0.29m
d*v 0.19m²/s
MIN.
1:4 BATTER TO
WATER SERVICE
Swale Capacity 1.36m³/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
0.13m
Mannings 'n' .035
Flow Depth 1:4 1:4
0.13m
Velocity 1.95m/s
d*v 0.25m²/s
0.28m
1:4 BATTER TO
MIN.
Swale Capacity 1.79m³/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
0%
Longitudinal Grade 15.0% 1m 1m LOT 1
Vertical Geometry Grade -4.5% -5.5% -11% -15% -33.333%33.333% Lining Rock 1m
Vertical Grade Length 20.919m 99.016m 32.421m 56.704m 4.328m 0.972m
0.16m
0.878m Mannings 'n' .04
Vertical Curve Length V.C. 10m V.C. 20m V.C. 20m Flow Depth 0.16m 1:4
1:4
Vertical Curve Radius R 1000.079m R 363.635m R 500.004m Velocity 2.26m/s
Datum R.L.94.0 d*v 0.36m²/s
1:4 BATTER 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
Consolidated Plans - OPW25 0057 (As Published)Related documentApplication case desk ↗
About this file
- File size
- 23.1 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.