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Reference Documents - MCU24 0141 & OPW24 0184 [As Published]
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OH
D (QL-C)
E(
)
OH
Note:
E (OH)
E(
C (QL-C)
ø2000 RCP - LINE ONLY Refer to Sheet 2 for Survey Disclaimers and additional
information.
)
OH
LEO ALLEY ROAD
E(
DR
)
OH
.11 rb
RL ther 03
D (QL-C)
E(
:11 Ke
0
O SS0
E (OH)
M
DR WS
C (QL-C)
)
OH
E(
E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH)
H) O
W (QL-C)
E(
1 py
.82 erb
DR
RL ail in 02
.49 um
4
:11 K
RL ail in 05
N SS0
D (QL-C)
)
:11 D
N SS0
E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) E (OH) L-C
M
E (OH) E (OH)
E (OH) (Q E (OH) E (OH) E (OH)
H)
E
W (QL-C) W (QL-C) W (QL-C) W (QL-C) C
E (OH)
W (QL-C) W (QL-C)
W (QL-C)
W (QL-C)
W (QL-C)
W (QL-C)
W (QL-C)
W (QL-C)
M
W (QL-C)
W (QL-C)
W (QL-C)
(O
W (QL-C) W (QL-C) W (QL-C)
(O
H)
E
98°54'55" 98°54'55" 113°5
3'55"
W (QL-C)E (O
SE 5.000 49.980
S (QL-C)
3.107 )
CM
14
SEMH L-C
DR
3° E 107
(Q
SL:10.384
52 (O
C
3.
D (QL-C)
'55H)
H)
"
173°5
3.107
en
1'55"
C (QL-C)
11.00
WE(QL-C)
4 um
S (QL-C)
E (OH)
(OH)
USIL:8.328
.37 Bit
RL rew 09
DR
DSIL:7.009
:10 in
Sc SS0
ø375 RCP DR
D (QL-C)
-4.200% 31.444m
M
N
5 0 5
7
7
.44
.47
FL
C (QL-C)
FL
10
Scale 1 : 250 - Distances are in Metres
10
W (QL-C)
E (OH)
S (QL-C)
E (OH)
DR
ISSUE/REVISION
D (QL-C)
DR
C (QL-C)
E (OH)
W (QL-C)
S (QL-C)
DR
A 01/05/24 Issued to client
CP
E (OH)
D (QL-C)
8
.42
Rev Date Revision Details
SP115737
FL
10
259 CONSULTING
C (QL-C)
E (OH)
W (QL-C)
SEMH CADASTRAL
S (QL-C)
SEMH IL: 6.183 SL:10.321 ENGINEERING
SL:10.285
MCH4540
DR D (QL-C)
ø225 PVC AND MINING
(UNABLE TO OPEN
Minstaff SURVEYORS
E (OH)
MH LID)
Survey ABN 35 609 674 875
ACTION STREET
SE S (QL-C)
188°54'55"
IL: 6.136
SE
188°51'55"
50.000
ø225 PVC EXISTING BUILDING [email protected]
38.950
C (QL-C)
11.00
E (OH)
W (QL-C)
DR +61 7 4637 9790
S
E (OH)
CLIENT
DR
DR
C (QL-C)
EW(OH)
DR
0
.32
(QL-C)
FL
USIL:6.975
10
DSIL:6.851
S
E (OH)
ø2000 RCP
-0.548% 22.604m
DR
PROJECT
DR
Proposed Industrial Development
C (QL-C)
EW(OH)
(QL-C)
Site Contour and Detail
7
.39
DR
FL
S
E (OH)
Lot 259 on MCH4540
10
3
4 Leo Alley Road
.37
DR
FL
DR
10
Noosaville, Qld, 4566
USIL:9.248
DSIL:9.082
C (QL-C)
EW(OH)
DESCRIPTION
ø150 PVC
(QL-C)
-0.698% 23.826m Contour and Detail Survey
S
Survey Plan
E (OH)
en
te
DR
4 um
cre
DR
1 en
.29 Bit
1
0 n
PROJECT DATUM
RL rew 08
.37
.39 Co
.26 itum
FL
RL rew 06
:10 in
RL ail in 07
Sc SS0
MGA2020
10
Horizontal Datum :
:10 in
Sc S0
:10 B
N SS0
C (QL-C)
EW(OH)
Vide: PSM 56524
M
MS
M
(QL-C)
USIL:6.569
EMT M AHD D
188°51'55"
DSIL:6.301 Level Datum :
DR
Vide: PSM 56524 (RL: 12.136m)
5.000
ø2000DRRCP
S
E (OH)
10
-0.463% 57.744m
MCH4540
.00
20 Noosa Shire Council
DR
Local Authority :
DR DR DR DR DR DR DR DR DR DR DR DRDR
RP171235 DR
DRAWING INFORMATION
278°51'55"
C (QL-C)
Surveyed : RM/CB Project No : M5442
W (QL-C)
61.020
C (QL-C) Drawn : CB Ref No : 3000-DS-3
CM
E(
E (O Checked : AA Date of Survey : 26/04/24
OH
S
S (QL-D) H)
E (O
S (QL-D) S (QL-D)
)
E (OH)
CONTOURS
IL: 5.882
H)
Major : 1.00m Scale @ A3 : 1 : 250
ø225 PVC
Minor : 0.20m Date: 01/05/24
C (QL-C)
DRAWING NUMBER
W (QL-C)
E(
CP
OH
M5442 3000 001
)
E (O
SP137629 3 of 3 A
E (OH)
H)
Sheet No. Revision :
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