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16-003302-4203
From the archive 16-003302- Stage 4&5.zip, inside Operational Works Application OPW17/0055. File date in the archive: 2017-02-10 15:27.
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
SEDIMENT FENCE SHOWN INDICATIVE ONLY,
TO BE PLACED ON DOWNSTREAM
SEDIMENT FENCE SHOWN INDICATIVE ONLY, 11
BOUNDARY PRIOR TO ANY CONSTRUCTION
TO BE PLACED ON BOUNDARY (TYPICAL) SP161946
3
RP169814
187
LAMONTS ROAD
214 213 211 210 209 208 207 199 198 197 196 195 194 193 192 191 190 189 188
TEMPORARY
186 SEDIMENT BASIN 1
102.0
2
8 102.
6 102.
4 102.
6 4
104.
2 104.
0 103.
8 103.
6
103.
4
103.
2 103.
0 102.
5. 0
104.
8 104. 104.
10
BILLABONG PRD
185
206 201 175 176 177 178 179 180 181 182 183 184
200 174 160
CLEARWATER
212
101.8
161
DRIVE
102.4
2.6
MERMAID CT
3.6 3.4 3.2 3.0 2.8
205 202 10 10 10 10 10 10
LAKESIDE VISTA
173 101
171 170 169 168 167 166 165 164 163 162 101
.6 101.4 .2
THE PROMENADE
203
10
1.8
STAGE 5
172 SEAHORSE DRIVE
103.0 102.8 102.6 102.4 102.2
204 157 158 159
146
147 148 149 150 151 152 153 154 155 156
101.8
103.2
145
/
CONSTRACTOR TO CONSTRUCT STORMWATER
LINE 'H' PRIOR TO ALL OTHER WORKS. THIS
DRAIN WILL THEN ACT AS A CLEAN WATER TEMPORARY
131 130 129 128 127 126 125 124 123 122 SEDIMENT BASIN 2
DIVERSION FOR THE EXTERNAL CATCHMENT
/
101.6
144
103.
4
RAINBOW WAY
/
/
.2 .0 .8 2.6 2.4 2.2 102.0 10
103 103 102 10 10 10 2.0 101.8
143 /
/
103.4
101.6
STAGE 4
102.2
132 120 121 /
/
142 141
/
/
133
103 EXISTING
/
/
.2
140 119
02.
4 STAGE 3
/
EL
NOTE: 134 AY
1 105
M
/
W 118
A
SP
1. FOR LEGEND REFER TO DRG 16-003302-4101 139
ST
RF
RE
2. FOR EROSION AND SEDIMENT DETAILS REFER
/
103
.0 135 SU 106
/
ET
TO DRG 16-003302-4204
117 EXISTING
(C
.6
/
OO
138 102 STAGE 1
/
RO
107 104
116
Y
/
CO
137
NN
NOTE: 108 103
EC
115 E
8
BASIN LEVELS ARE A GUIDE ONLY AND ARE TO BE
AV
102.
TI
ON
AY
CONFIRMED ON SITE TO SUIT BEST WITH NATURAL
109
BB
TEMPORARY SEDIMENT BASIN 1 - TEMPORARY SEDIMENT BASIN 2 -
103.0
Q
AR
TERRAIN. CONTRACTOR TO ENSURE MINIMUM W
RO
EA
VOLUMES ARE ACHIEVED.
136 TA 102 BASE AREA - 560m BASE AREA - 1938m
AD
S
103.2
CA
RL INVERT OF BASIN - 99.1 RL INVERT OF BASIN - 99.2
TH
)
110
EX
RL TOP OF BATTER - 101.1 (MIN) RL TOP OF BATTER - 101.3 (MIN)
IS
E
TI
114 101
NG
PR
RL OF SPILLWAY - 100.6 RL OF SPILLWAY - 100.9
CL
DE
OM
C
UB
K
RL WATER SETTLING LEVEL - 100.6 RL WATER SETTLING LEVEL - 100.9
HO
EN
US
EXISTING 100 RL SEDIMENT STORAGE DEPTH - 99.6 RL SEDIMENT STORAGE DEPTH - 99.7
E
113
AD
WIDTH OF SPILLWAY WEIR - 11.0m WIDTH OF SPILLWAY WEIR - 11.0m
SEDIMENT BASIN NOTES - CONSTRUCTION PHASE STAGE 1A
E
MINIMUM SETTLING VOLUME = 581m MINIMUM SETTLING VOLUME = 729m
1. DURING CONSTRUCTION PHASE DETENTION AND BIO-RETENTION
BASINS TO ACT AS TEMPORARY SEDIMENT BASINS. MINIMUM STORAGE VOLUME = 291m MINIMUM STORAGE VOLUME = 364m
112 99 E
PD
2. STORMWATER OUTLETS TO BE TEMPORARILY BLOCKED OFF UNTIL MINIMUM TOTAL VOLUME = 872m MINIMUM TOTAL VOLUME = 1093m
ILY
SEDIMENT BASIN HAS BEEN DECOMMISSIONED. TOTAL VOLUME ACHIEVED = 1447m TOTAL VOLUME ACHIEVED = >2000m
3. ANY BIO-FILTRATION MEDIA IS NOT TO BE INSTALLED UNTIL SEDIMENT
BASIN HAS BEEN DECOMMISSIONED. E RL
AT
W
N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION DATE ISSUE DETAILS DRAWN DESIGN DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
A 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT EROSION AND SEDIMENT
2 NOT FOR CONSTRUCTION STAGE 4 & 5
3 1:500 10 5 0 10 20 A1
CONTROL LAYOUT PLAN
4 DESIGN APPROVED 1:1000 A3 19 TRADING POST ROAD - COOROY
5 ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 DISCLAIMER
7
C 2015 www.calibreconsulting.co
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302 4203 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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