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16-003302-4301
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.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
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
1/U 147 148 149 150 151 152 153 154 155 156
100
CAPPED FOR CONNECTION 145
1000
750Ø
/
BY PLUMBER
100Ø
EP CH 146.250
IP CH 55.801
0Ø
131 130 129 128 127 126 125 124 123 122
10
/
150Ø x 100Ø 1/J CENTRAL BASIN
REDUCER
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
SP 0
10/H SERIES FOR DETAILS
980
/
300Ø 375Ø 375Ø 900Ø TWIN 750Ø
300Ø EP CH 83.595 IP CH 127.045
IP CH 976.051
RAINBOW WAY 1050Ø
143 80
/
525Ø
0Ø
150Ø x 100Ø
90
REDUCING JUNCTION STAGE 4 132 CT 71.638
121 140 /
150Ø
CT 960.915 141 120
/
6/H
960 1/K
/
142 148
133 0Ø
/
TC
90 EP CH 150.732
66
5/H
/
140
/
1/HA
.70
28
60
3.4
4
155.414
30
95 134 AY 119 105 TC 158.108 EXISTING
/
0Ø
C 160
139 T W
71
2/K
/
RF
A
STAGE 3
EL
9.3
118
SP
6
0 0Ø
.08
16
94 90
SU
M
135
97
CT
/
106
ST
40
CT
/
EX
RE
IS
37
90
TI
138 4/H 117
NG
5Ø
2/H
.37
ET
TC
ST
/
0
OUTLET
2
18
AG
/
84
107
(C
80
E
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750 0Ø
1
OO
0
92 Ø 90 104
8
MANHOLE 116
20
RO
137 /
108
Y
NOTE:
CO
0Ø
75 103
0
115 E 1. FOR LEGEND REFER TO DRG No. 16-003302-4101
20
NN
60
3/H
AV
SP
0 2. FOR NOTES REFER TO DRG No. 16-003302-4102
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Full text of the other 1 section
Section 2
EC
90 80
AY
0
.0 109 3. REFER DRG. 16-003302-4307 FOR CARPARK
TI
BB
Q
9
EX
AR
136 W
E
9
ON
A
IS
TA
8
300
102 SETOUT AND DETAILS.
TI
CH
NG
S
Ø
1/H
RO
IP 1/S
CL
CA
TH
UB
0
REFER TO DRG 16-001261-700
40
110
AD
22
HO
INDICATIVE ROOFWATER CONNECTION
E
US
SERIES FOR CULVERT DETAIL NOTE:
)
114 0 101
PR
E
SCALE (A1): 1:20 88
OM
ALL STORMWATER PIPES GREATER THAN 600 DIA. ARE
SCALE (A3): 1:40
CL
EN
TO BE RCP CLASS '2'.
ON 100
EA
113
AD
TI 67
0
20
24
RW
UC 69.3 EXISTING
E
R
ST H 8 ROOFWATER NOTE:
AT
0
ON C 86 STAGE 1A
ER S
C 99 E EACH UNIT TO BE PROVIDED WITH 100Ø uPVC
OF112 PD
DRP 0
T ROOFWATER CONNECTION WITH MIN. 900mm COVER
AR Y
LIL
IV
0
ST AND EXTEND MIN. 300mm PAST LOT BOUNDARY AT 1.0%
26
E
ER MIN. (TYPICAL). REFER INDICATIVE DETAIL.
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 ROADWORKS AND DRAINAGE
2 NOT FOR CONSTRUCTION STAGE 4 & 5
3 1:250 5 0 5 10 A1
LAYOUT PLAN
4 DESIGN APPROVED 1:500 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 4301 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD