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RFI - Appendix A - Amended Civil Engineering Plans · RAL25/0004
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 35, 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
119 5
123 RP BDY121
122
RP BDY
118
TURF SWALE ROCK LINED
109
104
123 RESERVE 120 LOT 2 117 RESERVE LOT 1 SWALE
110
11 116 11
5
112
9 113
122 121 11
122 118 4
106
111
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 31l/s
LOT 100 LOT 2
Longitudinal Grade 4.50% 1m 1m 1m
Lining Turf
Mannings 'n' .04
0.05m
1:4
Flow Depth 0.04m 1:4
IP CH.119.962 RL.117.378
Velocity 0.60m/s
0.25m
d*v 0.03m²/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 212l/s
LOT 100 LOT 2
Longitudinal Grade 5.50% 1m 1m 1m
Lining Turf
PROPOSED
Mannings 'n' .04
0.12m
750x225 RCBC
Flow Depth 1:4
DESIGN SURFACE 0.12m 1:4
Velocity 1.18m/s
0.25m
d*v 0.14m²/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 274l/s
LOT 100 LOT 2
Longitudinal Grade 11.0% 1m 1m 1m
Lining Turf
Mannings 'n' .04
0.11m
Flow Depth 1:4
0.11m 1:4
Velocity 1.62m/s
0.25m
d*v 0.19m²/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 408l/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
Vertical Grade Length 20.919m 99.016m 32.421m 56.704m 4.328m 0.972m
0.16m
0.878m Mannings 'n' .06
V.C. 10m V.C. 20m V.C. 20m Flow Depth 0.16m 1:4
Vertical Curve Length 1:4
Vertical Curve Radius R 1000.079m R 363.635m R 500.004m Velocity 1.52m/s
0.25m
Datum R.L.94.0 d*v 0.25m²/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
116.761 116.278
115.686 115.174
115.375 114.912
114.272 113.712
113.082 112.664
112.746 112.312
110.267 109.670
107.275 106.670
105.973 See the original
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