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Reference Documents - MCU24 0141 & OPW24 0184 [As Published]
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BRIDGE Note:
Bridge DECK Bridge PIER/PILECAP
GENERAL LOCATED SERVICES Bridge PARAPET Bridge SOFFIT This plan was prepared as a site contour and detail
survey of 4 Leo Alley Road, Noosaville, Qld, 4566
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
and it should not be used for any other purpose.
2. Dimensions are not to be scaled Building AWNING POST Building BUILDING/SHED LINE Lot boundaries were marked at the time of survey
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
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.
is completed prior to any excavation, demolition, or construction.
FL
Building FLOOR LEVEL Building RAMP
BOUNDARY Services shown hereon have been located by field
Building WATER TANK Building ROOFLINE
3. Service information shown on this plan has been surveyed to AS 5488.1:2019 Classification of survey where possible. Prior to any excavation,
1. Boundary model names make a clear delineation between boundary Subsurface Utility Information standards. Survey models pre fixed "survey/Located/". Building AWNING Building SHADE SAIL
demolition or construction the relevant authorities
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
potholled. Comm CELL TRANSPONDER CM Communications CONDUIT services if applicable.
Boundary IDENTIFIED has been reinstated by survey vide a registered
Minstaff Survey Identication Plan/Survey Plan. QUALITY LEVEL A (QL-A) - Accuracy Hz: 50mm Vt: 50mm
CM Communications MARKER CM (OH) Communications LINE OVERHEAD
Communications PIT OF Communications OPTIC FIBRE For detailed information please refer to digital models.
Registered survey plan number IS327430. Consists of the positive identification of the attribute and location of a subsurface utility at a point
to an absolute spatial position in three dimensions. Information is collected by direct surveyed CREEK
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
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.
formal Cadastral Survey. D
P
QUALITY LEVEL B (QL-B) - Accuracy Hz: 300mm Vt: 500mm Drainage DOWN PIPE DR Drainage MARKER
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
IL
O
IO
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
location are electromagnetic location, acoustic pulse equipment, sondes ro flexitrace or ground Drainage MANHOLE DR Drainage PIPE
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 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.
The minimum requirement for Quality Level B is relative spatial position. ELECTRICAL
2. Cadastral information contained in this dataset or shown on associated Electrical EARTH Electrical POWER POLE
plans has been derived from survey plan/s SP137629, SP115737, SP104321, QUALITY LEVEL C (QL-C) - Accuracy Hz: 300mm Electrical LIGHT INGROUND Electrical SWITCHBOARD
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
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
+ 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
QUALITY LEVEL D (QL-D) - Indicative location only Fence BOLLARD Fence FENCE
The attribute information and metadata of a subsurface utility may be from or a combination of: Fence HAND RAIL Fence GUARD RAIL
GIS databases, existing records, cursory site inspection, and anecdotal evidence. Fence GATE Fence LOG BARRIER
FIRE SERVICES
SURVEY DATUM 4. Refer to String and Point attributes for a list of all attributes including information relevant to
material, location position, depth, diameter, number of conduits plus addtional comments Fire BOOSTER BOX/HOSE Fire MIMIC PANEL/COMMS PILLAR
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)
GAS A 01/05/24 Issued to client
Easting: 504523.673
Northing: 7078441.700 B Gas BEND Gas WELD MT Gas VALVE Gas METER Rev Date Revision Details
Position Uncertainty: [Horizontal 0.017m][READ AUSPOS or FORM6] LOCATED SERVICES LEGEND CP
Gas CATHODIC POINT Gas TANK
FEATURE DESCRIPTION GA Gas MARKER GA Gas PIPE
CONSULTING
Scale Factor: Ground Scaled 1:1
GENERAL CADASTRAL
? (QL-A) Located QL-A
(QL-A)
ENGINEERING
Vertical Datum AHD D Vide PSM 56524 ? (QL-B) Located QL-B AND MINING
(QL-B)
Boundary LOT Contours MAJOR
RL: 12.136 ? (QL-C) Located QL-C Minstaff SURVEYORS
(QL-C)
Boundary ADJACENT Contours MINOR
(QL-D)
? (QL-D) Located QL-D Survey ABN 35 609 674 875
CONTROL COORDINATES - (MGA2020 - Ground) C (QL-?)
D (QL-?)
Communications
Drainage PARKS
[email protected]
STN EASTING NORTHING HEIGHT DESCRIPTION E (QL-?) Electrical Park LANDSCAPE FEATURE Park TREE
LV (QL-?) Electrical LV +61 7 4637 9790
PSM56524 504523.673 7078441.700 13.136 Standard Park BIN/BBQ Park FOLIAGE EDGE
HV (QL-?) Electrical HV Park SHRUB Park HEDGE
MSS001 504406.138 7078462.463 12.668 Nail in Kerb
FC (QL-?) Fire Communications CLIENT
MSS002 504382.090 7078464.416 11.824 Nail in Kerb FW (QL-?) Fire Services
PETROLUEM
MSS003 504361.340 7078472.153 11.110 Other Kerb G (QL-?) Gas P Petrol MARKER Petrol PIT
MSS004 504266.739 7078502.642 10.787 Screw in Kerb OF (QL-?) Optic Fibre Petrol BOWSER PE Petrol PIPE
P (QL-?) Petroleum
MSS005 504367.556 7078465.636 11.491 Nail in Dumpy RAILWAY
S (QL-?) Sewer
MSS006 504373.340 7078417.611 10.390 Screw in Concrete Railway BOOM GATE Railway BALLAST
W (QL-?) Water
MSS007 504362.407 7078419.184 10.261 Nail in Bitumen R (QL-?) Water Recycled Railway CROSSING SIGNAL RW Railway CONDUIT
MSS008 504316.340 7078426.901 10.294 Screw in Bitumen U (QL-?) Unknown Railway MANHOLE Railway LINE
Railway KM POST/SIGN RW (OH) Railway WIRE OVERHEAD PROJECT
MSS009 504329.098 7078462.852 10.374 Screw in Bitumen
ROADS Proposed Industrial Development
Road GUIDE POST Road KERB INVERT Site Contour and Detail
Road CHANGE OF GRADE Road ROAD UNSEALED
Lot 259 on MCH4540
Road DRIVEWAY Road SEALED
SURVEY DATUM (CONVERSION TO GRID SCALED) 4 Leo Alley Road
Road KERB Road LINEMARKING
Noosaville, Qld, 4566
SURVEY EXPORTS
1. Horizontal Datum: MGA2020 Zone 56 vide PSM 56524 SEWER
Coordinate Origin: PSM 56524 DESCRIPTION
CAD Files:
L
Sewer FITTING Sewer PIPE INVERT/OBVERT
IL
O
Easting: 504523.673
Northing: 7078441.700
M5442 3000 001 A.12da SE SE Sewer MANHOLE LID S Sewer PIPE Contour and Detail Survey
M5442 3000 001 A.dwg SE Sewer MARKER HC Sewer HOUSE CONNECTION
Scale Factor: M5442 3000 001 A.dxf Survey Information
Ground Scale to MGA Grid Scale = Ground Scale x 0.99959113 SURFACE
PROJECT DATUM
Surface SPOT LEVEL Surface CONCRETE
Horizontal Datum : MGA2020
Surface BANK BOTTOM Surface FOOTPATH
Vide: PSM 56524
Surface BANK TOP Surface RETAINING WALL BOTTOM
CONTROL COORDINATES - (MGA2020 - Grid) Surface CULTIVATION EDGE Surface RETAINING WALL TOP Level Datum : AHD D
Surface CHANGE OF GRADE Surface ROCK EDGE Vide: PSM 56524 (RL: 12.136m)
STN EASTING NORTHING HEIGHT DESCRIPTION
PSM56524 504523.673 7078441.7 12.136 Standard SURVEY Local Authority : Noosa Shire Council
MSS002 504382.054 7078464.438 11.824 Nail in Kerb Survey STATION Survey TEMP STATION DRAWING INFORMATION
Survey PSM Survey QA POINT Surveyed : RM/CB Project No : M5442
TRAFFIC Drawn : CB Ref No : 3000-DS-2
Checked : AA Date of Survey : 26/04/24
Traffic LIGHT Traffic CONTROL BOX
CONTOURS
Traffic METER Traffic PIT
Major : - Scale @ A3 : 1 : 1000
Traffic SIGN
Minor : - Date: 01/05/24
WATER
DRAWING NUMBER
Water FITTING Water HYDRANT Water PIT Water Valve
WS Water MARKER Water TAP M5442 3000 001
Water METER W Water PIPE Sheet No. 2 of 3 Revision : A
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