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Consolidated Endorsed Amended Plans - MCU24 0141 & OPW24 0184 (As Published)
Plans and drawings: the text below has words only, no drawings.
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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(
BRIDGE Note:
DR
H)
.11 rb
Bridge DECK Bridge PIER/PILECAP
RL ther 03
(O
D (QL-C)
GENERAL LOCATED SERVICES
:11 Ke
0
This plan was prepared as a site contour and detail
E
O SS0
Bridge PARAPET Bridge SOFFIT
survey of 4 Leo Alley Road, Noosaville, Qld, 4566
E (OH)
M
DR 1. All dimensions shown are in metres unless noted otherwise 1. Underground Services shown on the plan and/or in the CAD data are current as date of survey only. BUILDING
WS and it should not be used for any other purpose.
C (QL-C)
)
OH
2. Dimensions are not to be scaled Building AWNING POST Building BUILDING/SHED LINE Lot boundaries were marked at the time of survey
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) 3. Trees have been surveyed with trunk sizes larger than 0.3m 2. A comprehensive search has been made of the works area, however due to age, type and depth Building CLOTHES HOIST Building FACIA and have been derived from survey plan IS327430
)
OH
Tree Labels - Trunk (T:), Spread (S:), Height (H:) of services, and soil/ground conditions, it is recommended that appropriate physical validation Building DOOR Building GUTTER held by DoR.
W (QL-C)
E(
1 py
.82 erb
DR
is completed prior to any excavation, demolition, or construction.
RL ail in 02
FL
.49 um
Building FLOOR LEVEL Building RAMP
4
:11 K
RL ail in 05
N SS0
BOUNDARY
D (QL-C)
)
Services shown hereon have been located by field
:11 D
Building WATER TANK Building ROOFLINE
N SS0
E (OH) E (OH) E (OH) L-C
3. Service information shown on this plan has been surveyed to AS 5488.1:2019 Classification of
E (OH) E (OH) E (OH) E (OH) E (OH) E (OH)
survey where possible. Prior to any excavation,
M
E (OH) E (OH)
E (OH) (Q E (OH) E (OH) E (OH)
H)
Building AWNING Building SHADE SAIL
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) 1. Boundary model names make a clear delineation between boundary Subsurface Utility Information standards. Survey models pre fixed "survey/Located/".
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
demolition or construction the relevant authorities
H
E
)
reinstatement techniques. Located services have been surveyed at ground level with a depth shown to the service unless COMMUNICATIONS should be contacted for locations of underground
98°54'55" 98°54'55" 113°5 potholled.
3'55" Comm CELL TRANSPONDER CM Communications CONDUIT services if applicable.
W (QL-C)E (O
SE
S (QL-C) 5.000 49.980 3.107 Boundary IDENTIFIED has been reinstated by survey vide a registered
)
CM CM Communications MARKER CM (OH) Communications LINE OVERHEAD
14 3.1
SEMH L-C Minstaff Survey Identication Plan/Survey Plan. QUALITY LEVEL A (QL-A) - Accuracy Hz: 50mm Vt: 50mm For detailed information please refer to digital models.
DR
3° E 07
(Q Communications PIT OF Communications OPTIC FIBRE
SL:10.384
52 (O
C
Registered survey plan number IS327430. Consists of the positive identification of the attribute and location of a subsurface utility at a point
D (QL-C)
'55H)
to an absolute spatial position in three dimensions. Information is collected by direct surveyed CREEK
H)
Survey File: M5442 3000 001 A.12da & .dwg
"
Boundary SURVEYED has been measured by survey. Construction/Design measurement on service at time of installation or by non-destructive excavation techniques. Creek GAUGE Creek WATER EDGE
173°5
work in close proximity to the this model will require definition by It is the only quality level that defines a subsurface utility as "validated." DRAINAGE This note is an integral part of the plan.
3.107
formal Cadastral Survey.
en
1'55"
P
C (QL-C)
D
Drainage DOWN PIPE DR Drainage MARKER
11.00
QUALITY LEVEL B (QL-B) - Accuracy Hz: 300mm Vt: 500mm
WE(QL-C)
4 um
S (QL-C)
E (OH)
Boundary COMPILED has been digitised from existing survey plans and Information provides relative subsurface feature location in three dimensions by tracing or physical Drainage GULLY TRAP Drainage PIPE INVERT/OBVERT
L
(OH)
USIL:8.328
.37 Bit
IL
O
RL rew 09
IO
DR
DSIL:7.009 is approximate only and should not be relied upon. measurement that does not satisfy the spatial tolerance of Quality Level A. Typical methods of service Drainage INSPECTION OUTLET Drainage APRON
:10 in
Sc SS0
ø375 RCP DR location are electromagnetic location, acoustic pulse equipment, sondes ro flexitrace or ground
D (QL-C)
Drainage MANHOLE DR Drainage PIPE
-4.200% 31.444m
M
Boundary DCDB is an extract from QSpatial on 24/04/2024 and is approximate penetrating radar. These methods of service location are often affected by soil conditions and
N
5 0 5 DR DR Drainage MANHOLE LID SS Drainage SUBSOIL PIPE
only and should not be relied upon. interference from electromagnetic fields and generally do not account for multiple conduit banks.
ELECTRICAL
7
The minimum requirement for Quality Level B is relative spatial See the original
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Full text of sections 2 to 4 (of 38)
Section 2
position.
7
.44
.47
Electrical EARTH Electrical POWER POLE
FL
2. Cadastral information contained in this dataset or shown on associated
C (QL-C)
FL
10
Scale 1 : 250 - Distances are in Metres
10
W (QL-C)
E (OH)
plans has been derived from survey plan/s SP137629, SP115737, SP104321, QUALITY LEVEL C (QL-C) - Accuracy Hz: 300mm Electrical LIGHT INGROUND Electrical SWITCHBOARD
S (QL-C)
E (OH)
RP171235, MCH4540 IS201644 & IS119426 held by the Department of Quality Level C is described as surface feature correlation or an interpretation of the approximate Electrical LIGHT POLE E (OH) Electrical WIRE OVERHEAD
DR
ISSUE/REVISION
Resources (DoR). Bearings shown on this plan have been rotated by location and attributes of a subsurface utility asset using a combination of existing records a site EL Electrical MARKER E Electrical CONDUIT
D (QL-C)
+ 8°51'55" from those on IS327430 as held by DoR. survey of visible evidence and/or methods to indicate the existance of an undefined entity. There Electrical PILLAR/PIT Electrical STAYWIRE
is no vertical information and is an approximation of the service position.
FENCE
ISSUE/REVISION
DR QUALITY LEVEL D (QL-D) - Indicative location only Fence BOLLARD Fence FENCE
C (QL-C)
E (OH)
The attribute information and metadata of a subsurface utility may be from or a combination of:
W (QL-C)
Fence HAND RAIL Fence GUARD RAIL
S (QL-C)
GIS databases, existing records, cursory site inspection, and anecdotal evidence. Fence GATE Fence LOG BARRIER
DR
A 01/05/24 Issued to client FIRE SERVICES
CP
E (OH)
D (QL-C)
SURVEY DATUM 4. Refer to String and Point attributes for a list of all attributes including information relevant to
8
.42
Rev Date Revision Details material, location position, depth, diameter, number of conduits plus addtional comments Fire BOOSTER BOX/HOSE Fire MIMIC PANEL/COMMS PILLAR
SP115737
FL
10
1. Horizontal Datum: MGA2020 Zone 56 vide PSM 56524 relevant to the service. Labelling shown: Fire HYDRANT Fire GENERAL FS Fire PIPE
Coordinate Origin: PSM 56524 D: 1.5m (Invert/Obvert/Unknown) (Depth 1.5m to Invert/Obvert/Unknown)
259 CONSULTING GAS A 01/05/24 Issued to client
C (QL-C)
E (OH)
Easting: 504523.673
W (QL-C)
SEMH CADASTRAL
S (QL-C)
SEMH IL: 6.183 Northing: 7078441.700 B Gas BEND Gas WELD MT Gas VALVE Gas METER Rev Date Revision Details
SL:10.321 ENGINEERING
SL:10.285
MCH4540 LOCATED SERVICES LEGEND
DR D (QL-C)
CP
ø225 PVC AND MINING Position Uncertainty: [Horizontal 0.017m][READ AUSPOS or FORM6] Gas CATHODIC POINT Gas TANK
(UNABLE TO OPEN
Minstaff SURVEYORS
E (OH)
MH LID) FEATURE DESCRIPTION GA Gas MARKER GA Gas PIPE
Survey ABN 35 609 674 875 Scale Factor: Ground Scaled 1:1 CONSULTING
GENERAL CADASTRAL
? (QL-A) Located QL-A
ACTION STREET
SE S (QL-C)
188°54'55"
IL: 6.136 (QL-A)
ENGINEERING
SE Vertical Datum AHD D Vide PSM 56524 ? (QL-B) Located QL-B
188°51'55"
50.000
ø225 PVC EXISTING BUILDING (QL-B)
Boundary LOT Contours MAJOR AND MINING
[email protected] RL: 12.136
38.950
C (QL-C)
11.00
? (QL-C) Located QL-C Minstaff SURVEYORS
E (OH)
Boundary ADJACENT Contours MINOR
W (QL-C)
(QL-C)
DR +61 7 4637 9790 (QL-D)
? (QL-D) Located QL-D Survey ABN 35 609 674 875
CONTROL COORDINATES - (MGA2020 - Ground) C (QL-?) Communications
S
E (OH)
CLIENT D (QL-?) Drainage PARKS
[email protected]
STN EASTING NORTHING HEIGHT DESCRIPTION E (QL-?) Electrical Park LANDSCAPE FEATURE Park TREE
DR
LV (QL-?) Electrical LV +61 7 4637 9790
PSM56524 504523.673 7078441.700 13.136 Standard Park BIN/BBQ Park FOLIAGE EDGE
DR HV (QL-?) Electrical HV Park SHRUB Park HEDGE
MSS001 504406.138 7078462.463 12.668 Nail in Kerb
C (QL-C)
EW(OH)
FC (QL-?) Fire Communications CLIENT
DR
0
.32
MSS002 504382.090 7078464.416 11.824 Nail in Kerb PETROLUEM
(QL-C)
FW (QL-?) Fire Services
FL
USIL:6.975
10
DSIL:6.851 MSS003 504361.340 7078472.153 11.110 Other Kerb G (QL-?) Gas P Petrol MARKER Petrol PIT
S
E (OH)
ø2000 RCP MSS004 504266.739 7078502.642 10.787 Screw in Kerb OF (QL-?) Optic Fibre Petrol BOWSER PE Petrol PIPE
-0.548% 22.604m
DR
P (QL-?) Petroleum
PROJECT
MSS005 504367.556 7078465.636 11.491 Nail in Dumpy RAILWAY
S (QL-?) Sewer
MSS006 504373.340 7078417.611 10.390 Screw in Concrete
DR
Railway BOOM GATE Railway BALLAST
Proposed Industrial Development W (QL-?) Water
NOT TO SCALE AT A1
C (QL-C)
EW(OH)
MSS007 504362.407 7078419.184 10.261 Nail in Bitumen R (QL-?) Water Recycled Railway CROSSING SIGNAL RW Railway CONDUIT
(QL-C)
Site Contour and Detail MSS008 504316.340 7078426.901 10.294 Screw in Bitumen U (QL-?) Unknown Railway MANHOLE Railway LINE
7
.39
RW (OH) Railway WIRE OVERHEAD PROJECT
DR Railway KM POST/SIGN
FL
S
E (OH)
Lot 259 on MCH4540 MSS009 504329.098 7078462.852 10.374 Screw in Bitumen
10
3
4 Leo Alley Road Proposed Industrial Development
.37
ROADS
DR
FL
DR
10
Noosaville, Qld, Section 3
4566
USIL:9.248
Road GUIDE POST Road KERB INVERT Site Contour and Detail
DSIL:9.082 Road CHANGE OF GRADE Road ROAD UNSEALED
C (QL-C)
Lot 259 on MCH4540
EW(OH)
DESCRIPTION
ø150 PVC Road DRIVEWAY Road SEALED
(QL-C)
4 Leo Alley Road
-0.698% 23.826m Contour and Detail Survey SURVEY DATUM (CONVERSION TO GRID SCALED) Road KERB Road LINEMARKING
Noosaville, Qld, 4566
SURVEY EXPORTS
S
Survey Plan
E (OH)
en
1. Horizontal Datum: MGA2020 Zone 56 vide PSM 56524 SEWER
te
DR
4 um
cre
Coordinate Origin: PSM 56524 DESCRIPTION
DR
CAD Files:
1 en
L
Sewer FITTING Sewer PIPE INVERT/OBVERT
.29 Bit
1
IL
0 n
O
PROJECT DATUM
Easting: 504523.673
RL rew 08
.37
.39 Co
.26 itum
M5442 3000 001 A.12da SE SE Sewer MANHOLE LID S Sewer PIPE Contour and Detail Survey
FL
RL rew 06
:10 in
RL ail in 07
Sc SS0
MGA2020 Northing: 7078441.700
10
Horizontal Datum :
:10 in
M5442 3000 001 A.dwg
Sc S0
:10 B
SE
N SS0
Sewer MARKER HC Sewer HOUSE CONNECTION
C (QL-C)
Scale Factor: Survey Information
EW(OH)
Vide: PSM 56524
M
M5442 3000 001 A.dxf
MS
Ground Scale to MGA Grid Scale = Ground Scale x 0.99959113
M
(QL-C)
USIL:6.569 SURFACE
EMT M AHD D
188°51'55"
DSIL:6.301 Level Datum : PROJECT DATUM
DR
Vide: PSM 56524 (RL: 12.136m)
5.000
ø2000DRRCP Surface SPOT LEVEL Surface CONCRETE
S
E (OH)
MGA2020
10
Horizontal Datum :
-0.463% 57.744m
MCH4540
.00
20 Noosa Shire Council
Surface BANK BOTTOM Surface FOOTPATH
Vide: PSM 56524
DR
Local Authority :
DR DR DR DR DR DR DR DR DR DRDR Surface BANK TOP Surface RETAINING WALL BOTTOM
DR
RP171235 DR DR
278°51'55" DRAWING INFORMATION CONTROL COORDINATES - (MGA2020 - Grid) Surface CULTIVATION EDGE Surface RETAINING WALL TOP Level Datum : AHD D
Vide: PSM 56524 (RL: 12.136m)
C (QL-C)
Surveyed : RM/CB Project No : M5442 STN EASTING NORTHING HEIGHT DESCRIPTION Surface CHANGE OF GRADE Surface ROCK EDGE
W (QL-C)
61.020
C (QL-C)
CM
Drawn : CB Ref No : 3000-DS-3 PSM56524 504523.673 7078441.7 12.136 Standard APPROVED PLAN SURVEY Local Authority : Noosa Shire Council
E(
E (O Checked : AA Date of Survey : 26/04/24
OH
S
S (QL-D) H)
MSS002 504382.054 7078464.438 11.824 Nail in Kerb
E (O
S (QL-D) S (QL-D) Survey STATION Survey TEMP STATION
MCU24/0141 & OPW24/0184 DRAWING INFORMATION
)
E (OH)
CONTOURS
IL: 5.882
H)
Survey PSM Survey QA POINT RM/CB M5442
Major : 1.00m Scale @ A3 : 1 : 250 Surveyed : Project No :
ø225 PVC CB 3000-DS-2
Minor : 0.20m Date: 01/05/24 Drawn : Ref No :
NOOSA COUNCIL TRAFFIC
Checked : AA Date of Survey : 26/04/24
C (QL-C)
DRAWING NUMBER Traffic LIGHT Traffic CONTROL BOX
LEOCP
ALLEY ROAD
W (QL-C)
CONTOURS
E(
Traffic METER Traffic PIT
2 APRIL 2025
OH
M5442 3000 001 Major : - Scale @ A3 : 1 : 1000
)
Traffic SIGN
E (O
- 01/05/24
SP137629NEW 3 of 3 A
Minor : Date:
E (OH)
H)
NEW NEW Sheet No. Revision : WATER
PROPOSED NEW RELOCATED street street Section 4
street DRAWING NUMBER
Water FITTING Water HYDRANT Water PIT Water Valve
CROSSOVER STORMWATER DRAIN tree tree tree
M5442 3000 001
WS Water MARKER Water TAP
Water METER W Water PIPE Sheet No. 2 of 3 Revision : A
ex. street tree to ex. street tree to Note:
remain remain
This plan was prepared as a site contour and detail
LEO ALLEY ROAD NOT TO SCALE AT A1 survey of 4 Leo Alley Road, Noosaville, Qld, 4566
and it should not be used for any other purpose.
S
S
8
1
5
°
.
0
5
0
'
0
4
"
E
S
8
4
1
9
°
.
9
5
8
'
0
4
"
E
6
6
3
°
.
1
6
Lot boundaries were marked at the time of survey
0
'
S
7
4
.11 rb
"
RL ther 03
E
LANDSCAPE 3
and have been derived from survey plan IS327430
:11 Ke
0
O SS0
6
3
STORMWATER BIO RETENTION BASIN held by DoR.
°
.
1
7
M
0
'
7
4
Services shown hereon have been located by field
"
S
s ig
E
survey where possible. Prior to any excavation,
na 6
3
demolition or construction the relevant authorities
ge
°
.
1 py
.82 erb
BINS
should be contacted for locations of underground
1
RL ail in 02
8
.49 um
0
4
:11 K
RL ail in 05
'
services if applicable.
N SS0
7
4
:11 D
N SS0
"
M
For detailed information please refer to digital models.
E
M
DRIVEWAY
98°54'55" 98°54'55" 113°5 Survey File: M5442 3000 001 A.12da & .dwg
3'55"
5.000 49.980 3.107
14 3.1
This note is an integral part of the plan.
LANDSCAPE
3° 07
NEW
52
'55
street
"
tree
173°5
3.107
en
1'55"
LANDSCAPE
MC
4 um
.37 Bit
RL rew 09
:10 in
Sc SS0
M
N
5 0 5
PARKING
Scale 1 : 250 - Distances are in Metres
ISSUE/REVISION
RIDING HIGH INDUSTRIAL DEVELOPMENT
LANDSCAPE
Lot 259 on MCH4540
The text continues on section 5.