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Approved Plans OPW17/0055
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Log in to see the plans as drawnDocuSign Envelope ID: 3C8D6058-F042-4FB0-8808-169246829F7D
IP CH 3.501 LAMONTS ROAD
11
SP161946
SP 0
START OF CONSTRUCTION
CH 3.000
1/N
187
IP CH 131.542
IP CH 75.292
214 213 211 210 209 208 207 199 198 197 196 195 194 193 192 191 190 189 188
CTP 15.025
IP CH 8.501
TC 12.051
CT 18.188 2/L
3/L
6/L 7/L 8/L 9/L NORTHERN BASIN 3
260
4/L
240
220
200
10/L 20
180
1/L
160
100
140
120
SP 0
REFER DRAWING 16-003302-4700 RP169814
80
60
186
40
20
225Ø
750Ø 750Ø SERIES FOR DETAILS
525Ø 525Ø 600Ø 600Ø 600Ø IP CH 27.000
300Ø 375Ø SP 0 EP CH 1073.301
Ø 750Ø
300
EP CH 277.792
750Ø
11/L
START OF CONSTRUCTION
CH11.589
BILLABONG PRD 185
CLEARWATER DRIVE
3/P 5/L
300Ø
206 2/P 201 175 176 177 178 179 180 181 182 183 184
40
160 15/L
200
MERMAID CT
212 174 1060
900Ø
20 161
64.075
60.000
SP 0
205 202 12/L
225Ø
13/L
40
20
60 900Ø 900Ø 14/L
173 IP CH 61.500
EP CH 146.250
REFER TO DRG 16-003302-800 1/P 203 1040 171 170 169 168 167 166 165 164 163 162
1/M
SERIES FOR CULVERT DETAIL LAKESIDE VISTA
SP 0
40 3/M 4/M 5/M 6/M 7/M
140
100
20
120
40
60
80
300
EP CH 44.016
THE PROMENADE
172
Ø
450Ø 450Ø 600Ø 600Ø 600Ø 600Ø IP CH 77.000
IP CH 1026.304
204 80 157 158 159
300Ø
1020 SEAHORSE DRIVE 8/M
2/M
146 STAGE 5
CAPPED FOR CONNECTION
BY PLUMBER
1/U 147 148 149 150 151 152 153 154 155 156
100Ø
100
145
0Ø
150Ø x 100Ø -
10
1000
750Ø
/
REDUCER
NOOSA COUNCIL
EP CH 146.250
IP CH 55.801
131 130 129 128 127 126 125 124 123 122
APPROVED PLAN
/
1/J CENTRAL BASIN
144 2/J 8/H 9/H
3/J 4/J 7/H 120 REFER DRAWING 16-001014-400
140
100
120
40
20
60
80
OPW17/0055 13 APR 2017
SP 0
10/H SERIES FOR DETAILS
980
/
150Ø x 100Ø 300Ø 375Ø 900Ø TWIN 750Ø
375Ø
150Ø
300Ø EP CH 83.595 IP CH 127.045
REDUCING JUNCTION IP CH 976.051
RAINBOW WAY 1050Ø
143 80
/
525Ø
0Ø
90
STAGE 4 132 CT 71.638
121 140 /
CT 960.915 141 120
/
6/H
960 1/K
/
142 148
133 0Ø
/
TC
90 EP CH 150.732
66
OUTLET 5/H
/
140
/
1/HA
.70
28
60
3.4
4
155.414
30
95 134 AY 119 105 TC 158.108 EXISTING
/
0Ø
MANHOLE C 160
139 T W
71
2/K
/
RF
A
STAGE 3
9.3
118
SP
6
0 0Ø
.08
16
94 90
SU
(C
135
97
CT
/
106
40
OO
CT
/
EX
IS
37
90
RO
TI
138 4/H 117
EL ON
NG
5Ø
2/H
.37
TC
ST
Y
/
0
M NE
2
18
AG
INDICATIVE ROOFWATER CONNECTION
/
84
107
C
80
E
ST C
.37
750 0Ø
1
0
92 Ø 90 104
8
RE TIO
SCALE (A1): 1:20
116
20
LOT BDY
137 /
ET N
SCALE (A3): 1:40
108 PROPOSED 300mm DEEP x 1.5m WIDE
0Ø
P.B.
75 103 CONCRETE SWALE DRAIN AT MIN. 2.5%
0
ROOFWATER NOTE: 115 E
20
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