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Appendix C - Stormwater Management Plan
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Log in to see the plans as drawnSTORMWATER MANAGEMENT PLAN
PROPOSED MEDICAL CENTRE
36-40 HOFMANN DRIVE NOOSAVILLE
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 Australia
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Full text of pages 2 to 37 (of 74)
Page 2
31 October 2018 { Y 10 NM consulting
REVISION STATUS
MPN Reference No: 7700
Client: Ribarja Property
Site Address: 36-40 Hofmann Drive, Noosaville
Report Title: Stormwater Management Plan
DOCUMENT CONTROL
Version | Date Author Reviewer Approved RPEQ
DRAFT _| 26/07/2018 | Lachlan Stephenson | Matthew Hendle Lachlan Stephenson | 16903
IssueA __| 23/08/2018 | Lachlan Stephenson | Matthew Hendle Lachlan Stephenson | 16903
IssueB | 31/10/2018 | Matthew Hendle Lachlan Stephenson _ ee 16903
oo
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31 October 2018
EXECUTIVE SUMMARY
This report has been commissioned by Ribarja Property to support the Development Application for the
proposed medical centre development on land located at Hofmann Drive, Noosaville.
This report addresses the following Engineering aspects of the proposed development:
Topography
Flooding
Stormwater Quality Management
Stormwater Quantity Management.
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Table of Contents
1 PURPOSE 5
2 INTRODUCTION 5
2.1 Project Description 5
3 SITE CHARACTERISTICS 7
3.1 Site location 7
3.2 Topography and Existing Site Drainage 8
4 SITE DATA 8
5 STORMWATER 9
5.1 Flooding 9
5.2 Site Based Stormwater Management Plan 9
5.3 Operational Phase 9
5.3.1 Proposed Site Drainage 9
5.3.2 Stormwater Quantity Management Strategy 10
5.3.3 Stormwater Quality Management Strategy 10
5.4 Proposed Stormwater Quality Treatment Devices 14
5.4.1 Locations 14
5.4.2 Device and Size 14
5.4.3 Operation 14
5.4.4 Maintenance 15
5.5 Construction Phase (Sediment and Erosion Control) 15
5.5.1 Intent of Erosion and Sediment Control Management Plan 15
5.5.2 Implementation Strategy 15
5.5.3 Erosion and Sediment Control Measures 15
5.5.4 Erosion Sediment Control Management Goals 16
5.5.5 Erosion and Sediment Control Implementation Program 16
5.5.6 Responsible Person Or Organisation 16
5.5.7 Reporting / Review 16
5.5.8 Corrective Actions 17
6 CONCLUSION 17
7 LIMITATIONS OF REPORT 17
Excellence with Economy in Engineering 3
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Table of Figures
FIGURE 1 – PROPOSED DEVELOPMENT 6
FIGURE 2 – SITE LOCATION 7
FIGURE 3 – TREATMENT PLAN 13
Table of Figures
TABLE 1 – EXISTING AND DEVELOPED PEAK FLOWS 10
TABLE 2 – MUSIC RAINFALL RUNOFF PARAMETERS (COMMERCIAL) 11
TABLE 2 – POLLUTANT EXPORT PARAMETERS (COMMERCIAL) 12
TABLE 4 – WATER QUALITY OBJECTIVES 12
Table of Appendices
APPENDIX 1 ARCHITECTURAL PLANS 18
APPENDIX 2 SITE SURVEY 19
APPENDIX 3 MPN PLANS 20
APPENDIX 4 STORMWATER 360 OPERATIONS AND MAINTENANCE
MANUAL AND GENERAL ARRANGEMENT PLANS 21
Excellence with Economy in Engineering 4
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31 October 2018 1 PURPOSE This Stormwater Management Plan has been prepared as part of the Development Application for the proposed medical centre on land located at Hofmann Drive Noosaville. 2 INTRODUCTION 2.1 Project Description The medical centre will be constructed on currently vacant land and will consist of a free standing building with open space fronting Hofmann Drive and an on-grade carpark to the rear of the lot. The building will also have basement car parking and the associated service areas. Access to the site will be via a combined access easement in favour of the neighbouring properties which provides access to Hofmann Drive and Rene Street. The proposed Plan of Development is depicted on the architectural plans prepared by Thomson Adsett Architects attached in Appendix 1, with excerpt below. Excellence with Economy in Engineering 5 l:\7000-7999\7700-7799\7700\reports\31-10-18 stormwater management plan_issue b.docx
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Figure 1 – Proposed Development
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3 SITE CHARACTERISTICS
3.1 Site location
The site is located at 36 - 40 Hofmann Drive Noosaville and is formally described as Lot 6 & 7 on
SP264847.
The site is bounded by Hofmann Drive to the East, open development land to the North, and
Industrial/Commercial developments to the South and West.
Figure 2 – Site Location
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3.2 Topography and Existing Site Drainage
The site is clear of vegetation and can be described as vacant grassland.
A concrete access driveway within an easement runs from Hofmann Drive through the developed lots to
the South and connects back to Rene Street.
The driveway is considered the sites access point.
The site generally slopes from the North Western corner of the site towards the Eastern corner of the
site and the intersection of Hofmann Drive and Rene Street.
Stormwater runoff from the existing site sheet flows across to stormwater pits constructed as part of
the Masterplan subdivision.
A copy of a survey plan for the site prepared by Downes Group is attached in Appendix 2
4 SITE DATA
Site data has been obtained from the following sources of information:
Survey Data
Noosa Shire Council
Satellite imagery
Relevant reports
Dial Before You Dig (DBYD).
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5 STORMWATER
5.1 Flooding
Based on Noosa Shire Council flood mapping, the site is not subject to flooding from any sources.
5.2 Site Based Stormwater Management Plan
The aim of the Stormwater Management Plan outlined below is to:
Prevent or minimise adverse social or environmental impacts from stormwater runoff
originating from the proposed development.
Achieve acceptable levels of stormwater runoff quality and quantity.
The Stormwater Management Plan aims to identify Stormwater Quantity and Quality Best
Management Practice for the site and demonstrate that water quantity and quality impacts will be
minimised in receiving waters.
The Stormwater Management Plan outlines the site in two sections, the operational phase and the
construction phase. The operational phase addresses treatment of contaminated runoff from the
developed site by natural methods before discharging into receiving waters whilst the construction
phase of the Stormwater Management Plan addresses erosion and sediment control to prevent
contamination of water sources by stormwater runoff during construction of the site.
5.3 Operational Phase
5.3.1 Proposed Site Drainage
Stormwater runoff from the proposed development will be collected and conveyed via new stormwater
pit and pipe network to a combined detention/treatment tank located at the South Eastern corner of the
new building. Overflow and treated water from the tank will discharge by way of new piped connection
to the stormwater infrastructure constructed as part of the masterplan ROL development.
The new building and carparks will be constructed over a basement car park. The stormwater from the
roof and the on-grade carpark will be directed to the new detention and treatment tank, suspended
from the basement roof slab.
Runoff from the landscaped areas at the front of the site will collected by a new pit and pipe system for
discharge to the new detention and treatment tank.
The basement will not be subject to direct rainfall runoff as the basement entries are covered by roof
areas and ramps.
It is proposed to construct a sump and pump for the basement subsurface drainage and any stormwater
that may track in off cars parked within the basement. This system will not be required to cater for
direct rainfall or stormwater runoff.
Due to the levels of the basement it is envisaged that the basement subsoil drainage will require
treatment to neutralise the potential acid sulfate impacts prior to discharge from the site to the
sensitive downstream receivers.
The proposed conceptual stormwater drainage layout is depicted on MPN Plan 7700-DA.01 attached in
Appendix 3.
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5.3.2 Stormwater Quantity Management Strategy
For the management of stormwater quantity for the proposed development, the DRAINs computer
model was used to calculate the stormwater runoff quantity for the existing site and developed site
conditions. Runoff flows for the Average Recurrence Intervals of 2, 5, 10, 20, 50 and 100 years and
durations of 5 minutes to 120 minutes were calculated to ensure that peak runoff flows from the
proposed site with detention would not exceed peak runoff flows from the existing site.
Stormwater runoff from the proposed development will be detained in a detention tank located at the
South Eastern corner of the new building.
Stormwater events varying from 5 minutes to 120 minutes were analysed with results for the peak
storm flows shown in Table 1 below.
Existing Discharge Proposed Discharge
ARI Year
From Site (m3/sec) From Site (m3/sec)
2 0.196 0.195
5 0.271 0.254
10 0.310 0.296
20 0.359 0.349
50 0.390 0.386
100 0.435 0.435
Table 1 – Existing and Developed Peak Flows
The proposed detention tank has a volume of 155m3.
5.3.3 Stormwater Quality Management Strategy
In order to satisfy the requirements of the State Planning Policy July 2017 for the adequate treatment
of stormwater runoff, mechanical treatment solutions have been provided to remove hydrocarbons,
suspended solids and nutrients prior to being discharged from site.
5.3.3.1 Potential Pollutants Generated
The pollutants that could be potentially generated as a result of the development use are as follows:
Litter
Sediment
Nutrients (Nitrogen and Phosphorous)
Hydrocarbons (oils and grease)
Surfactants
Pathogens/Faecal Coliforms (bacteria and viruses)
The MUSIC computer modelling program developed by the Co-operative Research Centre for
Catchment Hydrology was used to predict the performance of the proposed stormwater treatment
train.
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At this stage the pollutants modelled in MUSIC are Total Suspended Solids (TSS), Total Phosphorous
(TP) and Total Nitrogen (TN).
5.3.3.2 Rainfall
The rainfall data used in the model was based on the Bureau of Meteorology data from rainfall station
40059 Cooroy Composite. The model was run for a 10-year period from 1 January 1973 to 31
December 1983. The modelling time step was 6 minutes.
5.3.3.3 Rainfall Runoff Properties
In accordance with the recommendations of Water By Design’s MUSIC Modelling Guidelines for South
East Queensland rainfall runoff properties for commercial areas have been used.
These are listed in Table 2 below.
.
Parameter Value
Rainfall Threshold (mm) 1
Soil Storage Capacity (mm) 18
Initial Storage (% of capacity) 10
Field Capacity (mm) 80
Infiltration Capacity Co-efficient a 243
Infiltration Capacity Co-efficient b 0.6
Initial Depth (mm) 50
Daily Recharge Rate (%) 0
Daily Base Flow Rate (%) 31
Deep Seepage (%) 0
Table 2 – MUSIC Rainfall Runoff Parameters (Commercial)
5.3.3.4 Pollutant Export Parameters
Specific Pollutant Export Parameters must be applied to each node type as cited in the Water By Design
MUSIC Modelling Guidelines. The values shown in Table 3 are for split catchment commercial areas.
Runoff pollutant concentrations are generated stochastically from the defined mean and standard
deviation.
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Land Use – Commercial Log10 TSS (mg/L) Log10 TP (mg/L) Log10 TN (mg/L)
Storm Storm Storm
Base Flow Base Flow Base Flow
Flow Flow Flow
Roof Mean 0 1.30 0 -0.89 0 0.37
Std. Dev. 0 0.38 0 0.34 0 0.34
Roads Mean 0.78 2.43 -0.6 -0.30 0.32 0.37
Std. Dev. 0.39 0.38 0.5 0.34 0.30 0.34
Ground Mean 0.78 2.16 -0.6 -0.39 0.32 0.37
Level/Open
Space Std. Dev. 0.39 0.38 0.5 0.34 0.30 0.34
Table 3 – Pollutant Export Parameters (Commercial)
5.3.3.5 Water Quality Objectives
The Water Quality Objectives of the receiving waters for the proposed development have been
obtained from State Planning Policy July 2017. The State Planning Policy load reduction targets are
summarised in Table 4 below.
WATER QUALITY OBJECTIVES
Total Suspended Total Litter/Gross
Total Nitrogen
Solids (TSS) % Phosphorous (TP) Pollutants % Oils/Grease
(TN) % Reduction
Reduction % Reduction Reduction
No visible films or
80 45 60 90
odours
Table 4 – Water Quality Objectives
5.3.3.6 Treatment Plan
In order to achieve the Water Quality Objectives for the proposed development, it is proposed to use
mechanical treatment method to treat the runoff prior to discharge from the site.
Stormwater runoff from the proposed development will be captured in a new underground pit and pipe
network which will discharge to the proposed combined treatment / detention tank located at the South
Western corner of the carpark.
Treated water and overflow from the proposed combined treatment / detention tank will discharge off
site via a proposed stormwater connection to the existing stormwater pits constructed as part of the
masterplan ROL.
The treatment plan for the proposed development is depicted on MPN Plan 7700-DA.01 attached in
Appendix 3, with MUSIC excerpt below.
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The runoff from the basement subsurface drainage pump out sump will be treated to neutralise any pH
increases due to the acid sulfate soils prior to discharge from site. This system will be separate to the
treatment of the stormwater runoff from the exposed surfaces of the site which will be treated by the
filtration cartridges.
Figure 3 – Treatment Plan
5.3.3.7 MUSIC Results
The resulting percentage based load reductions at the outlet are shown in Table 5 below together with
the Water Quality Objectives for the receiving waters.
Sources Residual Load % Reduction Target %
Total Suspended Solids (kg/yr) 1,840 168 90.9 80
Total Phosporous (kg/yr) 3.97 1.25 68.5 60
Total Nitrogen (kg/yr) 29.9 16.4 45.3 45
Gross Pollutants (kg/yr) 208 0 100 90
5.3.3.8 POD Pollutant Reduction
5.3.3.8.1 Litter
Rubbish bins will be located within the building and car park for use by staff and visitors. The carparks
will be cleaned regularly. As a result of this and with the installation of the treatment devices, levels of
litter exiting the site via stormwater are expected to be negligible.
5.3.3.8.2 Sediment
The TSS outflow is identified in Table 5 above. As can be seen from the above table the pollutant load
reduction achieves the Water Quality Objectives. The TSS level is therefore considered acceptable.
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31 October 2018 5.3.3.8.3 Nitrogen and Phosphorous The TN and TP loads are identified in the above Table 5. As can be seen the TN and TP loads leaving the site achieve the Water Quality Objectives. The Nitrogen and Phosphorous residual loads are therefore considered acceptable. 5.3.3.8.4 Hydrocarbons Hydrocarbons will become trapped within the filter cartridges. The hydrocarbons will be removed during the maintenance of the filter cartridges. 5.3.3.9 Surfactants Washing of cars is not expected on site for the proposed development, as a result surfactants should not be an issue for the drainage system. 5.3.3.9.1 Heavy Metals Heavy metals in stormwater runoff generally become attached to fine sediment. The filter cartridges will remove the majority of this fine sediment. The removal of the fine sediment should effectively remove most of the heavy metals in the runoff. 5.3.3.9.2 Pathogens/Faecal Coliforms Domestic animals within the development will be under the control of their owners at all times and the owners will be expected to clean up after them. 5.4 Proposed Stormwater Quality Treatment Devices 5.4.1 Locations The location of the proposed stormwater quality treatment device is shown on MPN Plan 7700-DA.01 attached in Appendix 3. 5.4.2 Device and Size The device type and size are depicted on MPN Plan 7700-DA.01 attached in Appendix 3. 5.4.3 Operation The Stormwater 360 stormfilters will treat stormwater runoff from all surfaces within the proposed development. The Stormwater 360 stormfilters operate by filtering stormwater through media-filled filter cartridges. As the stormwater percolates through the cartridges, pollutants, particulates, surface scums and floating oil and greases are captured within the filter media. Once filtered through the media, the treated stormwater is directed to a collection pipe. Enviropods will be fitted to each field inlet. The Enviropods consist of a screening bag supported by a filter box and structural cage. Modular plastic deflector panels attach to the filter box and guide the flow of water to the screening bag. The screening bag captures pollutants and allows water to pass through to the outlet pipe. Absorbent material inside the screening bag captures oil and grease. Openings in the filter box allow water to bypass the screening bag during high flow conditions. Excellence with Economy in Engineering 14 l:\7000-7999\7700-7799\7700\reports\31-10-18 stormwater management plan_issue b.docx
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5.4.4 Maintenance
For the Stormwater 360 Enviropods and Stormfilters, maintenance can be performed with a vacuum
truck to remove captured soil, sediment and floatables. Detailed maintenance techniques can be found
in the Stormwater 360 Operations and Maintenance Manual attached in Appendix 4.
5.5 Construction Phase (Sediment and Erosion Control)
5.5.1 Intent of Erosion and Sediment Control Management Plan
To prevent stormwater contamination (of watercourses) and the release of contaminated stormwater
and wastewater by ensuring compliance with the Environmental Protection Act 1994 and
Environmental Protection (Water) Policy 2009.
5.5.2 Implementation Strategy
Establish control measures and best practice approaches to prevent stormwater contamination and
minimise the risk and adverse effects of erosion and sedimentation. All Erosion and Sediment Control
measures must be designed, constructed and maintained in a manner that is commensurate with the
site’s erosion risk.
5.5.3 Erosion and Sediment Control Measures
Obtain a licence or approval to operate activities that are classed as environmental relevant
activities (i.e. they have the potential to cause environmental harm).
Implement and maintain appropriate control measures to prevent sediment leaden wastewater
and other potential pollutants such as oil, paint and wet concrete from entering the stormwater
system via stormwater drains and gullies. The control measures which must be considered to be
adopted are:
Limit site access during construction to minimise disruption to traffic
Install a temporary construction entry/exit sediment trap at all site accesses to
minimise mud and sediment from the site being tracked onto public road, particularly
during wet weather or when the site is muddy.
Install and maintain appropriate sediment fences around construction areas
Divert clean stormwater runoff, using catch drains, around construction areas
to existing or new stormwater drainage system.
Install sandbags and other pollution containment devices around stormwater
drains and any other locations where required to prevent sediment entering
the trunk stormwater system.
Cover open earth/soil areas progressively (with concrete slabs and pavements
or mulch) to minimise areas of bare earth/soil.
Any stockpiles of excavated soil and demolition / construction waste must be
located where risk of erosion and sediment is minimal, and must be protected
from wind and water erosion.
Implement and maintain appropriate control measures such as catch drains and
sediment fences to prevent ponding of stormwater or discharge of stormwater from
the site to adjacent properties.
Provision of spill / pollution control equipment that is readily accessible to clean up
spills and leaks.
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Ensure spill/pollution control measures are available and maintained in working
condition.
Sediment contained by the sediment control devices such as sandbags, sediment fences
and containment bunds must be frequently removed and placed in a controlled area.
Implement an inspection schedule for any spill or leaks of any potential polluting areas
or activities.
5.5.4 Erosion Sediment Control Management Goals
Licenses, approvals, permits and inspection reports are in order.
Sediment or pollution control devices such as sandbags, sediment fences and containment
bunds are in place, maintained and effective.
Spill/ pollution control equipment is readily accessible at designated locations.
No accumulated sediment is contained by the sediment control devices such as hay bales,
sediment fences and containment bunds.
No sediment exceeding a depth of 300mm in the pollution control devices (e.g. silt trap).
5.5.5 Erosion and Sediment Control Implementation Program
Licenses, permits or approvals for each environmentally relevant activity must be obtained
prior to the commencement of the particular activity.
Appropriate control measures such as sediment fences, temporary construction entry/ exit
sediment traps, pollution containment devices (e.g. sandbags), stormwater diversion and
administrative controls must be installed and established prior to commencement of the
earthworks and construction activities.
Pollution control devices such as spill control equipment must be inspected on a regular basis
(at least weekly).
Other sediment and pollution control equipment such as containment bunds, hay bales and
sediment fences must be inspected on a regular basis (at least daily).
Inspection for any leaks, spills or potential contaminating activity must be performed on a
regular basis (at least daily).
Remove accumulated sediment or other contaminants from sediment/ pollution control devices
on a regular basis.
All erosion and sediment control measures must be inspected within 24 hours of expected rain
and within 18 hours of a rainfall event.
5.5.6 Responsible Person Or Organisation
The contractor shall be responsible for the implementation and maintenance of the Erosion and
Sediment Control Measures.
5.5.7 Reporting / Review
Records such as licences, approvals, permits and inspection reports must be reviewed on a regular basis
(e.g. at least monthly) to ensure that legal compliance is met, complaints are reviewed and systems are
working to prevent contamination.
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5.5.8 Corrective Actions
Perform clean-up of any spills immediately.
Any mud or sediment which is tracked onto public roads is to be immediately removed using dry
clean-up methods i.e. shovel and broom.
Remove or relocate any stockpiles of waste where there is a reasonable risk of erosion and
sedimentation.
Replace or repair sediment or pollution control devices if they are not maintained in good
working condition.
6 CONCLUSION
This Stormwater Management Plan demonstrates that under the proposed concept plan stormwater
quality and quantity treatment is achievable to the levels required by State Planning Policy July 2017.
Detention and treatment will be provided in the form of a combined treatment / detention tank within
the proposed development lot.
7 LIMITATIONS OF REPORT
MPN have prepared this report for the proposed Medical centre development at Hofmann Drive in
accordance with MPN’s proposal to Ribarja Property. This report is provided for the exclusive use of the
Ribarja Property for this specific project and its requirements. It should not be used or relied upon by a
third party and MPN accept no responsibility for the use of this report by any party other than Ribarja
Property.
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Appendix 1
Architectural Plans
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MEDICAL CENTRE HOFMANN DRIVE , NOOSAVILLE - RIBARJA PROPERTY
DEVELOPMENT APPLICATION
DRAWING LIST PARKING AREA
DRAWING LIST - DA PARKING SCHEDULE (CARS) Area Schedule (GFA) breakdown
Bay Length Bay Width Description Count Name Area
DA-00.00 COVER SHEET
DA-10.11 SITE CONTEXT PLAN BASEMENT GROUND FLOOR
DA-21.10 BASEMENT FLOOR PLAN 5400 2600 Carpark Bay 135 South Building 925.33 m²
DA-21.20 GROUND FLOOR PLAN 5400 2600 Disabled Carpark Bay 5 North Building 1158.53 m²
DA-21.21 LEVEL 1 PLAN BASEMENT: 140 Foyer 174.43 m²
DA-21.22 LEVEL 2 PLAN GROUND FLOOR LEVEL 1
DA-21.30 ROOF PLAN 5400 2600 Carpark Bay 66 South Building 1039.60 m²
DA-30.10 ELEVATIONS 5400 2600 Disabled Carpark Bay 1 North Building 1111.90 m²
DA-31.10 SECTIONS GROUND FLOOR: 67 LEVEL 2
DA-31.11 SECTIONS LEVEL 1 North Building 963.08 m²
DA-35.11 SHADOW DIAGRAMS 5400 2600 Carpark Bay 72 South Building 1015.31 m²
DA-40.05 STAGING PLAN 5400 2600 Disabled Carpark Bay 1 Grand total 6388.18 m²
DA-40.06 ANALYSIS PLANS LEVEL 1: 73
DA-41.01 PERSPECTIVE RENDERS Grand total: 280 (TOTAL REQUIRED DISABLE: 7)
DA-41.02 PERSPECTIVE RENDERS
PARKING SCHEDULE (MOTORCYCLES)
Description Count
BASEMENT
Motorcycle Bay 12
BASEMENT: 12
GROUND FLOOR
Motorcycle Bay 13
GROUND FLOOR: 13
LEVEL 1
Motorcycle Bay 9
LEVEL 1: 9
Grand total: 34
NOTE: 4 MOTORBIKE PLACES EQUAL 1 CAR PARK
34 MOTORBIKE PLACES EQUAL 8 CARPARKS
TOTAL CARPARKING BAYS: 288
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
COVER SHEET
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street @ A1 Rev.6
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-00.00 22.10.2018
Page 21
SITE PLAN
CONTEXT ANALYSIS
LOT DTAILS: LOT 6& 7
SP264847
AREA: 8,000 SQM
EXISTING SHOPPING CENTRE
E RE
DRIV 157
8
ST NE
67
ANN 38
ID EW
E HOFM RE
12
DRIV ET
RR VI
OR
N
CO BAN
N
FMA
UR
HO 9
7690 NG ZONE
DEEP PLANTI
6
EASEMENT
S I TE
ACC
E SS
RL 5.80 m
ONE
GREEN Z
FUTURE
WASTE
6 COLLECTION
PROPOSED SITE
95137
NORTHERN SOUTHERN
BUILDING BUILDING
RL 5.80 m RL 5.80 m
COMMERCIAL
71424
STORAGE
36 40 42
20 7SP264847 6SP264847 5SP264847
1SP222982 P MENT RL 5.70 m RL 5.70 m
DEVELO
FUTURE
6 RL 5.80 m
7 7
6
7 96223
INDUSTRIAL ZONE
1 EXISTING CONTEXT PLAN EASEMENT 2 PROPOSED CONTEXT PLAN
1 : 500 DA-30.10 1 : 500
PROPOSED SITE
100 m
0 10 20 30 50
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SITE CONTEXT PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 500 @ A1 Rev.5
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-10.11 22.10.2018
Page 22
BASEMENT
CARPARK
PARKING SCHEDULE (CARS) PARKING SCHEDULE (MOTORCYCLES)
Bay Length Bay Width Description Count Description Count
BASEMENT BASEMENT
5400 2600 Carpark Bay 135 Motorcycle Bay 12
5400 2600 Disabled Carpark Bay 5 BASEMENT: 12
BASEMENT: 140 GROUND FLOOR
GROUND FLOOR Motorcycle Bay 13
5400 2600 Carpark Bay 66 GROUND FLOOR: 13
5400 2600 Disabled Carpark Bay 1 LEVEL 1
GROUND FLOOR: 67 Motorcycle Bay 9
DA-30.10
LEVEL 1 LEVEL 1: 9
5400 2600 Carpark Bay 72 Grand total: 34 1
5400 2600 Disabled Carpark Bay 1
LEVEL 1: 73
Grand total: 280
R
ILDING OVE
LINE OF BU
LINE OF BUILDING OV
ER
STAIRS
SERVICES SERVICES
6200
6200
LIFT
DA-30.10
2
LIFT
BUILDING
SERVICES AND POOL
WATER END OF TRIP LOBBY
PLANT/STORE
STORAGE 82.16 m² RAMP FROM
GROUND LEVEL
6200 6200
STAIRS
RL 2.80 m
DA-30.10
STAIRS 4
STAIRS
7400
7400
FUTURE
DEVELOPMENT
5000
6200
6200
STAIRS
RAMP UP TO
SERVICES GROUND LEVEL
3
DA-30.10
INDUSTRIAL ZONE
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
BASEMENT FLOOR PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.11
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Page 23
GROUND FLOOR PLAN A
DA-31.10
B
DA-31.10 DA-31.10
C
ENTRY AND GREEN FORECOURT TH
OTPA
FO
PARKING SCHEDULE (CARS) EXISTING TREE
Bay Length Bay Width Description Count
DRIVE
MANN DEEP PLANTING
HOF
BASEMENT FIRE HYDRANT
5400 2600 Carpark Bay 135 BOOSTER ZONE - BIO
5400 2600 Disabled Carpark Bay 5 RETENTION
S
BASEMENT: 140 HT SHRUB
LOW HEIG
GROUND FLOOR
5400 2600 Carpark Bay 66 EXISTING TREE
ATH
5400 2600 Disabled Carpark Bay 1 FOOTP
GROUND FLOOR: 67
21642
DA-30.10
LEVEL 1
LOW HEIGHT SHRUBS SITE ACCESS
1
5400 2600 Carpark Bay 72
5400 2600 Disabled Carpark Bay 1
E OF E A S EMENT
LEVEL 1: 73 BIKE WAY
MOBILE GENERATOR LIN
LOCATION ATH
Grand total: 280 6.00 FOOTP
10502
DROP-OFF ZONE
FOOTPATH
TRANSFORMER
FOR STORM WATER PROTECTION
LINE OF ROOF OVER OOF OVER
LINE OF R
1:100 SLOPE UP
BIN STORE
STAIRS
1016 6000 STAIRS
TENANCY 1 TENANCY 2
FUTURE CAFE 171.87 m² 111.77 m²
8000
WASTE -
GREEN ZONE 109.87 m² LOADING DOCK
PHARMACY 164.04 m²
421.27 m²
EXISTING BUILDING
1600
CONS.
104.11 m² FOYER LIFT
DA-30.10 RECEPTION/ HYDROTHERAPY
2 WAITING 51.46 m² 145.23 m²
83.40 m² RL 5.80 m
1600
GP CLINIC LIFT
1:8 SLOPE DOWN
TO BASEMENT
HYDRO- EXISTING
THERAPY
CONS. CONS.
1000 6016 STAFF R. MEETING R. CHANGE POOL BUILDING
46.98 m² 54.82 m² ROOM GYM
1600 1600 41.54 m² 44.45 m²
15 m² 265.37 m²
ADMIN
FUTURE 69.57 m² STAIRS
DEVELOPMENT ELECT. COMMS CHANGE
ROOM LOCKERS OFFICE
1600
7.38 m² 9.15 m² 14 m²
10 m² 10 m²
DA-30.10
K STAIRS 4
CARE TAKER
UNIT CONS.
6000
6000
STAIRS ARTIFICIAL TURF AND ARTIFICIAL TURF AND
43.59 m² 48.82 m² RAISED PLANTERS RAISED PLANTERS
D D
DA-31.11 FIRE CIRCULATION FOR DA-31.11
1000
1000
OUTDOOR WALKWAY OUTDOOR WALKWAY CARPARK & ACCESS
FIRE EXIT
FIRE EXIT
7.00 E
RAMP UP FROM BASEMENT RAMP UP TO LEVEL 1
E
APPROX. 1: 8 APPROX. 1: 8
DA-31.11 DA-31.11
ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. STAIRS
3
A DA-30.10 B C
DA-31.10 DA-31.10 DA-31.10
INDUSTRIAL ZONE
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
GROUND FLOOR PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.12
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Page 24
LEVEL 1
TENANCIES
PARKING SCHEDULE (CARS)
Bay Length Bay Width Description Count
A B C
DA-31.10 DA-31.10 DA-31.10
BASEMENT
5400 2600 Carpark Bay 135
5400 2600 Disabled Carpark Bay 5
RI VE
NN D
BASEMENT: 140
OF MA
GROUND FLOOR
5400 2600 Carpark Bay 66
H
5400 2600 Disabled Carpark Bay 1
18627
13849
GROUND FLOOR: 67
NT
LEVEL 1 DA-30.10
E A S E ME SIT
EA
5400 2600 Carpark Bay 72 1
CCE
5400 2600 Disabled Carpark Bay 1 SS
LEVEL 1: 73 OF OR
O
Grand total: 280 LASS R LAR
G
SIMI
7108
BALCONY
BALCONY
BALCONY
BALCONY STAIRS
1600
FUTURE STAIRS
PATHOLOGY + 1600
CONSULTATION
GREEN ZONE 72.64 m² RADIOLOGY 1
TENANCY 3
132.44 m² VOID
221.70 m²
TENANCY 4
272.70 m² VOID
RECEPTION /
WAITING
50.01 m²
1600
1600
LIFT
DA-30.10 CONSULTATION CONSULTATION 1600
2 41.83 m² 46.90 m²
1600
RL 9.00 m RADIOLOGY 2 RADIOLOGY 3
TENANCY 5 LIFT
98.86 m² 95.84 m²
276.51 m²
EXISTING
TENANCY 6
BUILDING
1600
120.60 m² RADIOLOGY 5
110.62 m²
STAIRS BOH
OUTDOOR BRIDGE
61.23 m²
ELECT. COMMS.
1600
7 m² 8 m² DA-30.10
STAIRS 4
RADIOLOGY 4
FUTURE STAIRS 252.23 m²
7000
7000
TENANCY 7 VOID
DEVELOPMENT D 94.85 m²
VOID VOID D
DA-31.11 DA-31.11
AC PLANT AC PLANT
POSSIBLE CARPARK ROOF AT A FUTURE STAGE POSSIBLE CARPARK ROOF AT A FUTURE STAGE
RAMP UP FROM GROUND LEVEL
E VOID E
APPROX. 1: 8
DA-31.11 DA-31.11
ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. STAIRS
3
A DA-30.10 B C
INDUSTRIAL ZONE DA-31.10 DA-31.10 DA-31.10
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
LEVEL 1 PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.11
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Page 25
LEVEL 2
TENENCIES
A B C
DA-31.10 DA-31.10 DA-31.10
19153
DA-30.10
1
9000
ROOF
ROOF ROOF
ROOF NON ACCESSIBLE FLAT
NON ACCESSIBLE FLAT ROOF
NON ACCESSIBLE FLAT
ROOF ROOF
BALCONY BALCONY
METAL
SHEET ROOF
VOID
TENANCY TENANCY
TENANCY TENANCY TENANCY 257.40 m² 141.52 m²
130.43 m² 139.53 m² Not Enclosed
1600
1600
LIFT
DA-30.10
2
RL 12.60 m
1600
LIFT
1600
TENANCY EXISTING
1600
1600 169.95 m² BUILDING
TENANCY TENANCY TENANCY
207.76 m² 172.74 m² 100.02 m²
STAIRS
TENANCY
ELECT. COMMS.
7 m² 8 m² 180.67 m²
DA-30.10
STAIRS 4
STAIRS
VOID
D D
DA-31.11 DA-31.11
1600
E E
DA-31.11 DA-31.11
3
DA-30.10
A B C
DA-31.10 DA-31.10 DA-31.10
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
LEVEL 2 PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
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Page 26
ROOF PLAN
ROOF TOP TERRACE
A B C
DA-31.10 DA-31.10 DA-31.10
DA-30.10
21667
1
12003
OPERABLE SKYLIGHT
DA-30.10
2
SOLAR PANELS SOLAR PANELS
ROOF ACCESS
DA-30.10
4
D D
DA-31.11 DA-31.11
A B C
DA-31.10 DA-31.10 DA-31.10
E E
DA-31.11 DA-31.11
3
DA-30.10
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
ROOF PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
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Page 27
CONCRETE WALL (PAINT COLORBOND ROOFING P.V. SOLAR PANELS GLASS BALUSTRADE CURTAIN WALL GLAZING P.V. SOLAR PANELS CONCRETE WALL (PAINT GLASS BALUSTRADE TOP OF LIFT OVERRUN
TOP OF LIFT
GREY) GREY) (MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
RL +16000 mm
3400
LEVEL 2
RL +12600 mm
10200
3600
LEVEL 1
RL +9000 mm WHITE LIME STONE TILE
3200
GROUND FLOOR
BATTEN WALL FOR FUTURE TIMBER SOFFIT TO THE WHITE LIMESTONE TILE RL +5800 mm
ENTRY INTO BASEMENT CARPARK SANDSTONE TILES WHITE LIMESTONE TILE DOORS TO ENTRY SIGNAGE GREENWALL SANDSTONE TILES
GROWER PLANTS FINISH
FINISH BATTEN WALL FOR FUTURE UNDERSIDE OF ALL BALCONIES
1 ELEVATION - EAST GROWER PLANTS
DA-21.10 1 : 200
SANDSTONE TILE
DOWNLIGHTING TO WHITE LIMESTONE TILE P.V. SOLAR PANELS TOP OF LIFT OVERRUN
TOP OF LIFT
PORTE COCHERE FINISH (MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
RL +16000 mm
3400
LEVEL 2
RL +12600 mm
10200
3600
LEVEL 1
RL +9000 mm
3200
GROUND FLOOR
BRONZE PAINT TO MULLIONS
FIRE HYDRANT BOOSTER PERIMETER BOLLARD TRANSFORMER PRECAST CONCRETE RL +5800 mm
NAVIGATION LIGHTING TO PANEL WALL ALONG
2 ELEVATION - NORTH PERIMETER OF DRIVEWAY BOUNDARY LINE
DA-21.10 1 : 200
POWDERCOATED COLORBOND ROOFING CURTAIN WALL GLAZING P.V. SOLAR PANELS POWDERCOATED TOP OF LIFT OVERRUN
P.V. SOLAR PANELS
TOP OF LIFT
ALUMINIUM SUN SHADE ALUMINIUM SUN SHADE (MAX HEIGHT 11300m ABOVE GROUND) GREY PAINT TO CONCRETE WALL
1100
ROOF
RL +16000 mm
3400
LEVEL 2
RL +12600 mm
10200
3600
LEVEL 1
RL +9000 mm
3200
GROUND FLOOR
PRECAST CONCRETE RL +5800 mm
PANEL WALL ALONG
BOUNDARY LINE TIMBER SOFFIT TO UNDERSIDE OF BALCONY
3 ELEVATION - WEST
DA-21.10 1 : 200
P.V. SOLAR PANELS BATTEN SCREENING WITH SIGNAGE TOP OF LIFT OVERRUN
TOP OF LIFT
(MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
RL +16000 mm BLUE TINT GLAZING TO FOYER GLASS
3400
LEVEL 2
RL +12600 mm
10200
3600
LEVEL 1
RL +9000 mm
3200
GROUND FLOOR
RL +5800 mm
PRECAST CONCRETE
4 ELEVATION - SOUTH PANEL WALL ALONG
BOUNDARY LINE
DA-21.10 1 : 200
GREY TINT TO GLAZING
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
ELEVATIONS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.6
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Page 28
ROOF
RL +16000 mm
3400
LEVEL 2
BOUNDARY
BOUNDARY
RL +12600 mm
10200
3600
CARPARK
LEVEL 1
RL +9000 mm
3200
CARPARK FOYER CAFE
GROUND FLOOR
RL +5800 mm
3000
CARPARK CARPARK BASEMENT
RL +2800 mm
A SECTION
DA-21.20 1 : 200
TOP OF LIFT OVERRUN
TOP OF LIFT
(MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
BOUNDARY
BOUNDARY
RL +16000 mm
3400
TENANCY TENANCY
LEVEL 2
RL +12600 mm
10200
3600
CARPARK RADIOLOGY 5 CONSULTATION RADIOLOGY 1
LEVEL 1
RL +9000 mm
3200
CARPARK HYDROTHERAPY TENANCY 1
GROUND FLOOR
RL +5800 mm
3000
CARPARK CARPARK POOL PLANT / STORE CARPARK
BASEMENT
RL +2800 mm
B SECTION
DA-21.20 1 : 200
TOP OF LIFT OVERRUN
TOP OF LIFT
(MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
RL +16000 mm
3400
TENANCY
LEVEL 2
BOUNDARY
RL +12600 mm
BOUNDARY
10200
3600
CARPARK RADIOLOGY 3
LEVEL 1
RL +9000 mm
3200
CARPARK
GROUND FLOOR
RL +5800 mm
3000
CARPARK BASEMENT
RL +2800 mm
C SECTION
DA-21.20 1 : 200
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SECTIONS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.6
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Page 29
TOP OF LIFT
1100
ROOF
RL +16000 mm
3400
TENANCY TENANCY
LEVEL 2
BOUNDARY
BOUNDARY
11300
RL +12600 mm
10200
3600
TENANCY 7 RADIOLOGY 4
LEVEL 1
RL +9000 mm
3200
CARE TAKER UNIT CONS. GYM
GROUND FLOOR
RL +5800 mm
3000
CARPARK BASEMENT
RL +2800 mm
D SECTION
DA-21.20 1 : 200
TOP OF LIFT
1100
ROOF
RL +16000 mm
3400
BOUNDARY
BOUNDARY
LEVEL 2
11300
RL +12600 mm
10200
3600
CARPARK
LEVEL 1
RL +9000 mm
3200
CARPARK
CARPARK
GROUND FLOOR
RL +5800 mm
3000
CARPARK CARPARK BASEMENT
RL +2800 mm
E SECTION
DA-21.20 1 : 200
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SECTIONS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.4
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Page 30
1 Sun Study - Summer 9AM 2 Sun Study - Summer 12PM 3 Sun Study - Summer 3PM
DA-30.10 1 : 500 DA-30.10 1 : 500 DA-30.10 1 : 500
4 Sun Study - Winter 9AM 5 Sun Study - Winter 12PM 6 Sun Study - Winter 3PM
DA-30.10 1 : 500 DA-30.10 1 : 500 DA-30.10 1 : 500
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SHADOW DIAGRAMS
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Page 31
UP UP
UP
STAGE 2 STAGE 1
UP
STAGE 2 STAGE 1
STAGE 2 STAGE 1
UP DN
1 STAGING PLAN - BASEMENT 2 STAGING PLAN - GROUND FLOOR
DA-31.10 1 : 300 DA-30.10 1 : 300
UP
STAGE 2 STAGE 1
UP STAGE 2 UP STAGE 1
STAGE 2 STAGE 1 4 STAGING PLAN - LEVEL 2
DA-30.10 1 : 300
3 STAGING PLAN - LEVEL 1
DA-30.10 1 : 300
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
STAGING PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
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Page 32
LANDSCAPED OPEN SPACE SITE COVER
1770m2 (22% OF SITE) BUILDING COVER: 5850m2 (73%)
UNCOVERED SITE: 2150m2 (27%)
NOTE: UNENCLOSED SPACES MEASURED ALONG A LINE 600MM
FROM THE PERIMETER OF THE ROOF
SITE
UP
UP UP
UP
BUILDING
DN DN
LANDSCAPE PLAN - GROUND FLOOR PLAN SITE COVER PLAN
1 1 : 300
2 1 : 300
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
ANALYSIS PLANS
Dimensions take precedence over Telephone +61 7 3840 9999
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Page 33
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
PERSPECTIVE RENDERS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street @ A1 Rev.1
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Page 34
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
PERSPECTIVE RENDERS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
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Page 35
31 October 2018
Appendix 2
Site Survey
Excellence with Economy in Engineering 19
l:\7000-7999\7700-7799\7700\reports\31-10-18 stormwater management plan_issue b.docx
Page 36
LEGEND
MAJOR CONTOUR
MINOR CONTOUR
ELECTRICITY
(plotted from records)
TELECOMMUNICATIONS LINE
(plotted from records)
SEWER
(plotted from records)
STORMWATER
(plotted from records)
STORMWATER
EDGE OF BITUMEN
CHANGE OF GRADE
BOTTOM OF BANK
TOP OF BANK
ROAD CROWN
BUILDING
FENCE
EDGE OF VEGETATION
CONCRETE
ELECTRICAL PIT
ELECTRICAL PIT
ELECTRICAL PLUG MARKER
SEWER M/H
STORM WATER M/H
SIGN
LIGHT POLE
COMMS PIT
FIRE HYDRANT
FIELD INLET
BOLLARD
WATER SERVICE VALVE
WATER TAP
KERB & CHANNEL
PHOTO ID
PHOTO 3
PHOTO 5
Scale 1:400 — Lengths are in Metres.
| |
1 1 !
10 1S 20 25
!
30
255
MCH4539
256
MCH4539
257
MCH489/
274
MCH4891
0274
MCH489!
PHOTO 2
PHOTO 4
PHOTO 6
1
35 40 45 50
Note: See SP264847 for metes and bounds
for Lots 6 & 7.
55
SL5.772
SL 5.879
4
SP244573
5
SP264847
+o
SL5.019 |
Kerb
IL 4.630
|
| Culvert 1200x600
115.462 +++
Culvert 1200x601
IL 5.457
Culvert 1200x600 ,
IL 5.460
SL6.565 Culvert 1200x600,
+ 1L 5.455
/ f
/ 2
SL6.762 <
UL
* / Cov AB
SL6.904 ,
+ 4 Uo ,
4 / j
Ko SP222982
sv6.773 }
ft
/
/ SL6.627 | ,
/ +, / J
Y / \
4 y |
v / f
4 / y =z
/ SL 6.659 - ve / | Ly \ $
, - L
° * oo 7 / i Fe | ero
: 7 SL6.220 | IL 5.920
4 + UO SL6.107 [ vil \ , >
, + \
pa Sig.438 < yo Ot \ =
y . Y Emt BA ........ b Ha, Ss
“ “ Z SP222982 | oe
L 4
_/ $L.6.545 Y D
7 + Y y
/ UZ Y |
7 y y
S y / . |
Y SL6.309 Y SL 6.066 be
7 + / + j
/ /
7
/ UL /
SL6.435 4 4
+ 4 VY
4 Y ZY
4 / Y
i Y
oa SL 6487 va
/ St A +
J 4
Qe / a Y 4
yo / SL 5990 SL5.925,
/ / Ps ‘+
/ ; (
/ SP264847 \
/ |
+ “ \
SL.6.268 | |
o \
\ +
a + \ SL 5.892
oo SL6.126 |
+ /
SL 6.028
/
+ /
SL6.099 /
/ aA
/ yo
° J
+ / f+
/ 7
SL.6.100 / SL5.756 \,
fo
Y
4 SL5.942
> + 8
SL.6.021 4
+ 4 ®
4 “
4 U ©
Y
- SL 5.969 a si s.e6
/ + a
/ 4
/ Y
/ L
J 4
/ 4
SU 5.772
SL 5.960 _
+ ,
L c
“ee SL5.592__
/ va
SP264847 Yo
/
. 7
_/ 4
ae /
+ “7 TA
~ 7
-— SL 5.676 y
a + U0 g
/
SL 5.755 r G
+
\ SL 5.450
+
SL5.778
SL5.758
_- IL 4.506
ce
Ct
Building
see SL 4.782
Kerb
IL 4,591
IL 4.367
IMPORTANT NOTES
e This plan has been prepared for Ribarja Property
from a combination of field survey and existing
records for the purpose of assisting design of new
development within the subject land, and should
not be used for any other purpose.
e — This plan is not an identification plan and boundaries
have not been marked. The subject property
boundaries as shown on the plan face have been
plotted from deed dimensions of plan $P264847 and
minimal cadastral survey connections. They are
subject to cadastral survey.
e = In particular, no reliance should be placed on the
information provided on this plan for any financial
dealings involving the land. Contour Information as
shown has been derived from detail survey.
e Above ground services have been plotted from
visible surface markers observed by the surveyor at
the time of survey and using records obtained from
the relevant authorities with the exception of Telstra.
These Telstra records can be obtained for
approximately $330 should you require them. Prior to
any demolition, excavation, or construction within
the site, the relevant authorities should be
contacted for possible location of additional
underground services and detailed locations of all
services.
For further details please refer to digital files.
These notes are an integral part of the subject plan.
group
downes
Surveyors - Planners -
Development Consultants
Sunshine Coast * Toowoomba * Western Downs
www.downes.com.au A.C.N. 010 841 639
Cient- Ribarja Property
Contour Interval
Local Authority —
Project —
CONTOUR & DETAIL SURVEY
over Lots 6 & 7 on SP264847
Hofmann Drive, Noosaville
0-2 NOOSA SHIRE COUNCIL
Level Dat
ect uD (derived) |“°a!'- NOOSAVILLE
Horizontal Datum /Meridian Scale Surveyor | Drafted
SP264847 (a3) 1/400 | ns BJ
Horizontal Co Ordinate System | Date Surveyed Date Drafted
ARBITRARY 25/05/2018 | 29/05/2018
Level Origin Approved.
T. Vella
OPM 17873100 Leticia cceceeennnneee
RL 4.169m Plan No.
Z80540.D0l
Page 37
31 October 2018
Appendix 3
MPN Plans
Excellence with Economy in Engineering 20
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