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16-003302-4300
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.
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DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
11
SP161946
SP 0
START OF CONSTRUCTION
3.10m CH 3.000
8.00m
LAMONTS ROAD
12.60m 187
IP CH 131.542
CTP 15.025 /
IP CH 75.292
1.50m
214 213 211 210 209 208 207 199 198 197 196 195 194 193 192 191 190 189 188
IP CH 3.501
IP CH 8.501
TC 12.051
CT 18.188
1.50m
9.00m
6.00m
3
260
240
220
200
20
180
160
100
120
SP 0
140
RP169814
80
60
186
40
20
EP CH 1076.301
BILLABONG PRD IP CH 27.000
SP 0
EP CH 277.792
START OF CONSTRUCTION
CH11.589
185
1.50m
7.00m
CLEARWATER DRIVE
206 4.00m 201 40
160
1.50m 1.50m
/ 200 174 1060 175 176 177 178 179 180 181 182 183 184
212 11.50m
MERMAID CT
20
1.50m
/
8.00m 1.50m 161
64.075
60.000
SP 0
202 2.00m
/
205 9.50m
40
20
/
6.00m
1.75m 60
173 IP CH 61.500
EP CH 146.250
/
203 1040 171 170 169 168 167 166 165 164 163 162 LAKESIDE VISTA
1.50m
THE PROMENADE
SP 0
/ 40
6.00m
9.00m
140
1.50m
100
20
120
40
60
80
EP CH 44.016
/
172 STAGE 5 IP CH 77.000
/ 204
IP CH 1026.304
SEAHORSE DRIVE 80 157
158 159
1020
6.00m
9.00m
1.50m
/
9.50m
146 6.00m
/ 1.75m 147 148 149 150 151 152 153 154 155 156
8.00m 100
SURF WAY LAKESIDE VISTA
145 1000 2.00m
CH 0 E563.064 N946.991 CH 0 E668.598 N1075.367
/
CH 66.704 E611.557 N992.793 CH 64.075 E732.671 N1075.892
EP CH 146.250
R=6
IP CH 55.801
131 130 129 128 127 126 125 124 123 122 DEF=47d6'37.74" CASTAWAY AVE
1.75m
1.75m
144
6.00m
9.50m
CH 0 E597.396 N910.641
/
TL=2.616
120 ARC=4.933 CH 84.378 E658.738 N968.579
140
100
120
40
20
60
80
R=15
SP 0
CC E607.437 N997.155
980 IP E613.459 N994.589 DEF=22d53'51.36"
RAINBOW WAY
/
EP CH 83.595 IP CH 127.045 TL=3.038
IP CH 976.051 CH 71.638 E613.437 N997.205
143 80 CH 83.595 E613.338 N1009.162 ARC=5.995
CC E669.037 N957.674
6.00m
RAINBOW WAY
/
1.75m
IP E660.946 N970.665
STAGE 4 CT 71.638 121 140 CH 0 E669.137 N1009.619 CH 90.372 E663.792 N971.727
132 120 CH 55.801 E613.338 N1009.162 CH 97.086 E670.082 N974.075
CT 960.915 141
/
960 CH 146.25 E522.892 N1008.421
142 148
SEAHORSE DRIVE
0m 133 CLEARWATER DRIVE CH 0 E668.725 N1059.867
TC
6.0 50m EP CH 150.732
66
CH 146.25 E522.48 N1058.669
9. CH 453.287 E868.296 N762.100
.70
8 0m
60
/
.42
1.5
2.0 140
4
3 119 155.414 R=6.000 BILLABONG PRD
0m
95 TC 158.108 EXISTING
STAGE 3
BO
105 DEF=89d59'10.64"
TC 134
W
160 CH 0 E390.63 N1108.809
1.5
LIN
6.0 .00
1
TL=5.999
7
STAGE 3 N1108.68
G
0m
139
A
EL
9.3
SP
0m m
118 CH 12.051 E402.68
6
GR
0
.08
ARC=9.423
9
AY
16
94
E
M
EN
R=10
97
CT
CC E863.933 N757.981
ST
40
W 106
/
CT
m DEF=17d2'17.39"
EX
0 135 F IP E872.414 N757.738
RE
1.5
IS
R
90
TI
117 TL=1.498
NG
SU
CH 462.710 E868.053 N753.619
.37 .378
ET
138
TC
ST
EX
0
ARC=2.974
2
/
18
AG
CH 545.657 E807.751 See the original
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Full text of the other 1 section
Section 2
N696.664
I
ST
84
(C
THE PROMENADE
80
E
107
IN
CC E402.572 N1098.68
1
G
R=6.000
OO
0
ST
92 116 104
A
CH 0 E668.094 N1136.865 DEF=90d0'0.43" IP E404.178 N1108.664
GE
20
RO
/
1
137 CH 61.5 E668.598 N1075.367 TL=6.000 CH 15.025 E405.605 N1108.209
Y
108 E CH 77 E668.725 N1059.867 ARC=9.425 R=10
CO
AV
0
/
115 103 CH 127.25 E669.137 N1009.619 CC E803.631 N701.026 DEF=18d7'27.39"
20
NOTE:
NN
60
AY
SP
0 CH 148 E669.307 N988.87 IP E803.389 N692.545 TL=1.595
EC
90 80
0
1. FOR LEGEND REFER TO DRG No. 16-003302-4101 109 W CH 155.414 E669.287 N981.456 CH 555.082 E799.269 N696.907 ARC=3.163
.0 TA
TI
BB
/
0m
Q
136 9
AR
2. FOR NOTES REFER TO DRG No. 16-003302-4102 102
EA
89
ON
2.0 S CH 158.108 E669.303 N978.762 CH 869.367 E583.463 N925.386 CC E408.638 N1117.738
CH .00
m
CA R=15 CH 953.429 E525.746 N986.501 IP E407.125 N1107.726
RO
IP 6
/
TH
R=10.000
0
DEF=43d1'19.66" CH 18.188 E408.72 N1107.739
EEXX
40
AD
22
0m 110
ISIST
E
DEF=42d53'45.00"
TIIN
NOTES: 114 9.5 101 TL=5.912 CH 75.292 E465.822 N1108.206
)
NGG
0
PR
88 TL=3.929
CCLL
ARC=11.263 CH 131.542 E522.071 N1108.667
/
UUBB
OM
1. REFER DRG. 16-003302-4302 FOR PRELIMINARY 0 m ARC=7.487
HHOO
.5 CC E684.303 N978.848 CH 277.792 E668.316 N1109.866
PAVEMENT DESIGN, LONGITUDINAL SECTIONS, TYPICAL 1
UUSS
EN
CC E533.016 N993.368
EE
CROSS SECTIONS AND CONCRETE PAVEMENT NOTES. N 100 IP E669.337 N972.85
/
CL
113 IO 7
AD
IP E523.048 N989.357
0
20
CT .36 CH 169.371 E673.395 N968.551
24
EA
2. REFER DRG. 16-003302-4307 FOR CARPARK KERB SETOUT EXISTING
E
U
R 6 9 CH 960.915 E523.016 N993.286
CH 309.286 E769.443 N866.811
ST H 8
RW
AND DETAILS. 0 CH 1076.301 E522.071 N1108.667
86
/
ON C STAGE 1 E
CH 359.286 E803.767 N830.453
AT
C
OF 112 99 PD CH 409.286 E838.091 N794.095
ER
T
SP
ILY
CH 453.287 E868.296 N762.1
AR
/
DR
0
ST
0 E
RL
26
111 MERMAID CT
IV
E
AT
84
/
0
CH 0 E465.822 N1108.206
W CH 44.016 E466.183 N1064.192
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 SURVEY SETOUT
2 NOT FOR CONSTRUCTION STAGE 4 & 5
3 1:500 10 5 0 10 20 A1
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 4300 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD