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16-003302-4309
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
11
SP161946
LAMONTS ROAD
1/N 187
214 213 211 210 209 208 207 199 198 197 196 195 194 193 192 191 190 189 188 1/RW 17
1/RW 1 1/RW 2 1/RW 4 1/RW 5 1/RW 7 1/RW 9 1/RW 11 1/RW 13 1/RW 15 1/RW 30 NORTHERN BASIN
REFER DRAWING 16-003302-4700 3
186 SERIES FOR DETAILS RP169814
3/L 4/L 5/L 6/L 7/L 8/L 9/L 10/L 11/L
2/L 103. 103. 102. 102. 9/L 102.4 102.
103. 103. 103. 2
1/L 104.
6
104.
4
104.
2
104.
0 8 6 4 2 0 8 6 1/RW 31
BILLABONG PRD
185
100
206 201
.5
101
CLEARWATER
212 3/P 12/L 160
101
.0
200 174 175 176 177 178 179 180 181 182 183 184
.5
1/RW 3
DRIVE
102
1/RW 17 1/RW 18 1/RW 6 1/RW 8 1/RW 10 1/RW 12 1/RW 14 1/RW 16 1/RW 32
.0
THE PROMENADE
161
102
202 1/RW 33
MERMAID CT
10
205
.5
3.5
10
3.0
CATCHMENT TABLE CATCHMENT TABLE 173 171 170 169 168 167 166 165 164 163 162 LAKESIDE VISTA
CATCHMENT CATCHMENT CATCHMENT CATCHMENT 1/M 1/RW 20 13/L
NAME AREA (ha) NAME AREA (ha) 2/P 203 1/RW 22 1/RW 24 1/RW 26 1/RW 28 14/L
9/L 0.031 1/RW9 0.048 1/RW 40
9/H 0.135 1/RW8 0.031
STAGE 5 5/M 6/M 7/M 8/M
4.0
8/M 0.026 1/RW7 0.048 1/P 172 1/RW 118
2/M
10
5.0
8/L 0.031 101/RW6 0.053 157 158 159
102.2
8/H 0.039 1/RW54 0.071 204 3/M 103.0 4/M 102.8 102.6 102.4
7/M 0.031 1/RW53 0.028
SEAHORSE DRIVE 12/L 1/RW 34
5 .0
7/L 0.030 1/RW52 0.039
10
103.5
146
7/H 0.053 1/RW51 0.025 147 148 149 150 151 152 153 154 155 156
101.8
6/M 0.031 1/RW50 0.048
1/RW 41 1/RW 29
6/L 0.035 1/RW5 0.049 1/RW 21 1/RW 25 1/RW 27
6/H 0.021 1/RW49 0.055 1/RW 23
5/M 0.031 1/RW48 0.054 145
1/U CENTRAL BASIN
/
5/L 0.033 1/RW47 0.054
131 130 129 128 127 126 125 124 123 122 REFER DRAWING 16-001014-400
5/H 0.032 1/RW46 0.072 SERIES FOR DETAILS
4/M 0.031 1/RW45 0.075 1/RW 35 1/RW 36 1/RW 37 1/RW 38 1/RW 39
/
0
144
.
105
4/L 0.029 1/RW44 0.057
101.6
4/J 0.067 1/RW43 0.089
4/H 0.023 1/RW42 0.067 1/RW 42 RAINBOW WAY 9/H
/
.2 .0 .8
1/J 103 103 102 102
.6 .4 102
3/P 0.011 1/RW41 0.069 102 .2 17/H
02.0
8/H
.5
3/M 0.023 1/RW40 0.071 143
2/J
104
3/J 7/H
/
3/L 0.029 1/RW4 0.049
1/K 4/J
3/J 0.034 1/RW39 0.054 121
3/H 0.084 1/RW38 0.048 STAGE 4 132 120 /
1/RW 53
/
2/P 0.042 1/RW37 0.049 141
1/RW 48 1/RW 52
6/H
/
2/M 0.035 1/RW36 0.048 142
/
2/L 0.042 1/RW35 0.054 1/RW 44 133
1/RW 51
.0
/
/
104
2/K 0.031 1/RW34 0.069
2/K
1/RW 43 140 119 EXISTING
2/J 0.027 1/RW33 0.069
/
134
105 STAGE 3
AY
14/L 0.036 1/RW32 0.029
/
A
EL
139
SP
13/L 0.030 1/RW31 0.069 1/RW 47 W 118
M
RF
/
12/L 102.5
5/H
ST
0.034 1/RW30 0.032 106
SU 1/RW 50
/
EX
135
RE
IS
12/L 0.055 1/RW3 0.032
TI
N
G
ET
103.0
117
ST
11/L 0.023 1/RW29 0.054
/
138
AG
/
(C
4/H
103.5
107
E
EX
10/L 0.032 1/RW28 0.054
1
E
OO
FO
IS
1/RW 45
AV
TI
NG
1/U 0.030 1/RW27 0.048
R
RO
104 /
ST
AY
116
CO
AG
1/S 0.027 1/RW26 0.048
Y
E
137 108 W
1
NT
CO
1/P 0.009 1/RW25 0.049 1/RW 49 TA
IN
S
NN
1/N 0.018 1/RW24 0.048 115
CA
UA
103
EC
3/H
1/M 0.028 1/RW23 0.048
TIO
109
TI
BB
Q
AR
EA
ON
1/L 0.049 1/RW22 0.048
N
136
102
RE
1/K 0.025 1/RW21 0.054
RO
1/RW 46 NOTE:
FE
TH
1/J 0.004 1/RW20 0.055
AD
110
R
1. FOR LEGEND REFER TO DRG No. 16-003302-4101
E
)
0.048
TO
1/RW2
PR
114 101 2. FOR NOTES REFER TO DRG No. 16-003302-4102
O
1/RW19 0.052
DR
ME
AW
1/RW18 0.051
NA
1/S
113 100
IN
1/RW17 0.051
DE
104.0
EXISTING
G
1/RW17 0.034
16
1/RW 54 STAGE 1 NOTE:
-00
1/RW16 0.048
E ALL STORMWATER PIPES GREATER THAN 600
PD
112
33
1/RW15 0.049EXIS 99
QUE TING S DIA. ARE TO BE RCP CLASS '2'.
02
0.049
ILY
CL
1/RW14 ENS WAL
-43
LAN E L
EA DRIV
D R DIVER
ER
1/RW13 0.049 111
10
AIL
CAT TS EXT
RW E
1/RW12 0.048 CHM ERN A T
W
AT
1/RW118 0.038 ENT AL
DOW
ER
1/RW11 0.049 NST
REA 98
1/RW10 0.048 M
1/RW1 0.055 N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION DATE ISSUE DETAILS DRAWN DESIGN DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
1 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT
STORMWATER DRAINAGE
2 NOT FOR CONSTRUCTION
1:500 10 5 0 10 20 A1 STAGES 4 & 5 CATCHMENT LAYOUT PLAN
3
4 DESIGN APPROVED 1:1000 A3 19 TRADING POST ROAD - COOROY SHEET 1 OF 2
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 4309 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
[OCR of page images]
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
1
SP161946
2 _ ___ —__ ee a
oO a a — — -_
a ( I |
| |
2 | 213 2a 210 209 || 208 207 199 | 198 197 196 195 194 193 If 492. || 194 190 189 |P 188 i 0G =
g (Rw 1) (RW 2) (Rw 4) (1Rw5) (7RW7) (1Rw9) (RW 11) | (V/RW 13) (VRW 15) ig (/RW 30) FR la Ill NORTHERN BASIN wy
4 < S \ 7 a ape ea t 136 US YS REFER DRAWING 16-008302-4700 yyy apiece
— om oo ao Se oy = ee eee = SSS] SERIES FOR DETAILS
IIL 3/L Fe AIL [SIL 6/L F= TIL si F 9/L =A 10/L 11/L FF WY wh iti
. sw sw Swot WD amma] 3g oS SW jg — SO ha “leg ape * “1B Ll _ SWS OA \
1096 1g , 049. 03 gs 6 3.4 2 0. 6 ——- A/RW 31 {WANN \ \\N
iA oe oe ILLABONG PRO at ae a ate ee oo MW SNASN rl
_ i 201 =f.” ' 185 \ » SSI
z 212 | 206 ree \ | | | l z WN TI \ ays
? 3/P. 200 ie 175 176 177 178 179 180 || 181 182 183 184 12/L af 162 Sj oy (t Ml
xy (ES GR} r 1(TRW 16 Gave) {S3/ CR); Gg Gm G7 ry a yr, MLZ; re
D— so —0 205 ' of 02 I a nie far pm ae sn = ; ;2 q WRW 33 T < ZF \
S 5 %, — 1. LO
CATCHMENT TABLE CATCHMENT TABLE N =< j 173 — | az4 170 169 168 167 166 163 162 | 2 LAKESIDE VISTA ==
CATCHMENT CATCHMENT | CATCHMENT CATCHMENT = sw0—<y vo ——
NAME AREA(ha) | NAME _ AREA (ha) 2P stay 203 \ (wRW 20) (RW 22} (wRw 24) x 13/L 14/L
9iL 0.031 TIRW 0.048 =I 1/RW 40 baer = pe ee ee |
oH 0.135 TIRW8 0.034 ] es = -_—— = | \
3M 0.026 tIRW7 0.048 4/P 172. 2M STAGE 5= {_5/M == = | dRW 119,41 | \
BIL 0.034 TIRWE 0.053 =3 = 3 157 158 159 }
aH 0.039 TIRWS4 0.071 204 | = el a =e 155 —— \
77M 0.031 TIRW53 0.028 a eC AT Op = 1
Ti 0.030 TIRWS2 0.039 q 146 ' \ 1035 EAHORSE DRIV \
7IH 0.053 4/RW51 0.025 I i] 147 148 149 150 151 \
6M 0.034 TIRW50 0.048 TRW4t}—ene A | AS eR eS \
oi 0.035 1IRWS 0.049 " 1/RW 21 aE \.N
6H 0.021 TIRWAD 0.085 I (Rw 21) JIRW 23 Ss Ss
5/M 0.031 1IRW48 0.054 145 | NEN \
SIL 0.033 TIRWAT 0.054 1 AGE pecERDRAWING 16-001014-400 =\ \ \\
BIH 0.032 TIRW46 0.072 fe nee ool 131 130 129 128 125 124 122 f 1( 7] SERESFORDETALS. | x \ 1
4M 0.031 SRW 0.075 3 144 \/ (1/RW 35) (1/RW 36) (1/RW 37) (1/RwW 38) (1/RW 39) T VV =
4iL 0.029 TIRW44 0.057 s LLP ll 1
4 0067 TIRWA3 0.089 ‘ -——- —_ 1 in ee 4 ——_ = == LPG iti
4H 0.023 TIRWA2 0.067 (RW 42} 42 i E a : x me = AINBOW WAYS —>—( 91H 4 by 7: .
3iP 0.011 TIRWAA 0.069 1IJ 2 AP sw so $ A sy 0g 05 5 — si —$Pross 0 — so billy
3M 0.028 TIRWAO 0071 £ 143 — + 8/H LG!
g 2d LLL,
I 3/5 = “| 7/H OILS,
3iL 0.029 1IRW4 0.049 . mK — Z \ -— 1 LES
3d 0.034 1/RW39 0.054 b 1 / I i \ HY 420 121 A BG oy 7
3/H 0.084 1/RW38 0.048 / STAGE 4 132 \ iy
2p. 0.042 TIRW37 0.049 : 1 141 YS! jam. \ JIRW 53) 9 Vy
2M 0.035 TIRW36 0.048 ‘ 142 «& 1! JIRW 48 SY URW 52 as
2iL 0.042 1/RW35 0.054 C ¥ I e 1/RW 44 3 133 4 TRW 51 t NN
2K 0.031 TIRW34 0.069 Oa ‘ s TRW 43 ‘ ZA 140 4d G = EXISTING \
2 0.027 TIRW33 0.069 . 134 y STACE3
‘14/L 0.036 TIRW32 0.029 Ny 439 Me RAW \ & 105 é
13/L, 0.030 +/RW31 0.069 \ SY URW47) gg x lp 118 ¢ =
12IL 0.034 1IRW30 0.032 Ny 4 x Lo 106 ~ :
aL 0.055 TIRWS 0.032 J y 138 é o {RW 50} 7, if
14/L 0.023 4/RW29 0.054 138 g\ t17 J
10/L 0.032 1/RW28 0.054 ® “ > ¢ 107 G °
4/0 0.030 TIRW27 0.048 JIRW 45, “op > S ‘ 104 .
1s 0.027 TIRW26 0.048 aan \= Le SL 108 rr
‘IP 0.009 AIRW25 0.049 \Y 7 t pe ®» ¢ 1IRW 49 ae
IN 0.018 TIRW24 0.048 XN 9 s > 115 we ~ 103
17M 0.028 TIRW23 0.048 Ay #
®s 109
tL 0.049 TIRW22 0.048 136 g
1K 0.025 TIRW21 0.054 : TRW I SY 28 _ 102 NOTE:
MJ 0.004 uRW20 0.058 A ~~ = 110 1. FORLEGEND REFER TODRGNo. 16-003302-41041
tRW2 0.048 x 114 OQ 101 2. FORNOTES REFER TO DRG No. 16-003302-4102
TIRW19 0.052 . A ON € 4 vx
TIRW18 0.051 . ¥ Ko me eS 400
TIRWIT 0.051 ‘ WY 113 \ .
SRT 0.034 x, TIRW 54 ‘Qe <S Ne NOTE:
1IRW16 0.048 . S CX + STAGE 1 MME.
TRWI6 0049 QA 112 . 99 ALL STORMWATER PIPES GREATER THAN 600
RWI T0d9 A S. . sl % / , DIA. ARE TO BE RCP CLASS '2’,
TIRW13 0.049 70 : . 111 . “Lp
TIRW12 0.048 MAX 4,
TIRW118 0.038 iN VN : xX xe ®
TRW11 0.049 . ON 98
1/RW10 0.048 Ss ON SQ i
1/RW1 0.055 N.S.C. REF NO. MCU15/0111 & REC15/0031
Revision] DATE | ISSUE DETAILS raw | DEsiGn DRAWN __JSTATUS Soe euENT PROJECT PRN
7 | WOOTaT TORIGNAL ISSUE wa] £ FOR APPROVAL PALM LAKE WORKS PTY LTD C PALM LAKE RESORT STORMWATER DRAINAGE
2 Bi NOT FOR CONSTRUCTION 10 0 80 0 oa = STAGES 4&5 CATCHMENT LAYOUT PLAN
; SS) ANDREW McPHAIL —-RPEQ 6921 mm ° WORKS SX a calibre TO TRADING POST ROAD COOROY On seer as ;
1 mR \ () CONSULTING DISCLAIMER &. lo. REVISION
7 Lo. ALL DIMENSIONS TO BE CHECKED ON SITE BY CoNTRACTORPRIORTO | 16-003302 4309 A
8 FOR & Ot el CALIBRE CONSULTING (QLD) PTY LTD ©2015 ‘www.calibreconsulting.co CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
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