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February
June 20152014
ENGINEERING REPORT
Tincidunt ut
adipiscing elit,
quis nostrud
praeseptatum.
Proposed Supermarket
Development
3 Garnet Street
Cooroy, QLD 4563
Engineering Report & Stormwater
Management Plan
Project No.: 15087
Revision: A
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Full text of sections 2 to 23 (of 145)
Section 2
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
Contents
1. Introduction ...................................................................................................................................... 3
a. Existing Topography ........................................................................................................................ 4
b. Proposed Land Use ......................................................................................................................... 4
2. Erosion and Sediment Control ......................................................................................................... 4
3. Earthworks ....................................................................................................................................... 6
4. Roadworks ....................................................................................................................................... 6
5. Stormwater Drainage ....................................................................................................................... 7
a. Stormwater Quality Management .................................................................................................... 8
b. Water Quality Objectives ................................................................................................................. 8
c. MUSIC Model .................................................................................................................................. 9
d. MUSIC Model Results.................................................................................................................... 11
e. Stormwater Quantity Management ................................................................................................ 11
f. Maintenance .................................................................................................................................. 12
6. Flood Zoning .................................................................................................................................. 13
7. Sewer Reticulation ......................................................................................................................... 14
8. Water Reticulation ......................................................................................................................... 15
9. Electrical and Telecommunication ................................................................................................. 16
10. Development Codes ...................................................................................................................... 16
11. Conclusions ................................................................................................................................... 16
Appendix A - Survey Plan ..................................................................................................................................... 17
Appendix B - Proposed Design Drawings ............................................................................................................. 18
Appendix C - Noosa Erosion and Sediment Control Assessment Form ............................................................... 19
Appendix D - IECA (Australasia) Standard Drawings ........................................................................................... 20
Appendix E - State Planning Policy December 2013 -Healthy Waters development assessment code ............... 21
Appendix F - SPEL Operations and Maintenance Manual .................................................................................... 22
Appendix G - Stormwater360 Operations and Maintenance Manual .................................................................... 23
Appendix H - Detention Calculations .................................................................................................................... 25
Appendix I - Development Codes ........................................................................... Error! Bookmark not defined.
Appendix J – SEQWater Approval .......................................................................... Error! Bookmark not defined.
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Section 3
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
Document Status:
REVISION PREPARED BY REVIEWED BY DATE
A. vanTonder
A M. Sutton
(RPEQ 16132) 04/02/16
This document is produced by vT Consulting Engineers for the benefit and use by the client in accordance with the
terms of the agreement. vT Consulting Engineers does not and shall not assume any responsibility or liability
whatsoever to any third party arising out of any use or reliance by any third party on the content of this document.
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Section 4
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
1. Introduction
vT Consulting Engineers has been commissioned by Verve Building Design & Concepts to
prepare this engineering services report and stormwater management plan. The development
is located at 3 Garnet Street, Cooroy QLD 4563 (Lot 14 on RP845961). The site locality is
illustrated in Figure1.1. This report is being submitted to support the Development Approval
for the proposed Supermarket Development for Noosa Regional Council’s (NRC)
consideration.
The following report will detail civil engineering requirements for the development.
Street Address 3 Garnet Street, Cooroy QLD 4563
RP Description Lot 14 on RP845961
Total Site Area 3,035m2
Proposed Use Supermarket Development
Local Authority Noosa Regional Council
SITE
Figure 1.1: Site Layout Plan (Google Maps)
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Section 5
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
a. Existing Topography
The site is currently developed, accommodating several sheds, a low-set timber house and
concrete paving, covering a total of approximately 91% of the site. The balance of the site
(277m2) is landscaped with mixture of turf, paving and several medium sized trees.
The site grades evenly from a level of approximately RL115.0 in the south east corner on
Garnet Street down to approximately RL111.5 in the north west corner in Wimmer’s Lane to
the rear. A detailed survey has been conducted on this site by Saunders Havill Group Pty Ltd,
dated 20 March 2015. Refer to Appendix A for current survey plan. The site is bounded by
commercial buildings with a hotel complex opposite in Garnet Street. A residential dwelling
exists to rear of the western neighbouring property entering on to Wimmer’s Lane at the rear.
b. Proposed Land Use
The proposed development involves a new supermarket development and associated car
parking (including basement).
Refer attached Appendix B for proposed layout plans and details.
2. Erosion and Sediment Control
Using the Noosa Sediment and Erosion Control Assessment form in Appendix C, it is
considered that the erosion risk proposed by the site is low as the proposed development
involves an area of land which will only be exposed for a minimal amount of time during the
earthworks required for service trenching and constructing the building basement, platform
and car-parking. The trenches will only be exposed while the services are being installed and
then will be covered by the proposed building works. To further mitigate the impact of the
development construction an Erosion and Sediment Control Plan has been prepared and is
included in Appendix B. Appendix D shows the International Erosion Control Association
Australasia standard drawings and control notes applicable to this development.
The construction contractor is responsible for ensuring that soil and debris does not leave the
site as well as the confines of the construction zone and is not deposited on external roads or
existing in-use areas due to the proposed earthworks and construction activity.
Acid Sulphate Soils
The local council is listed in Table 4: Acid sulphate soils-affected local government areas in
State Planning Policy July 2014 and therefore this development application requires
compliance with the State Planning Policy July 2014 acid sulphate soils development
objectives.
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Section 6
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
Acid sulphate soil testing is typically conducted in areas with reduced levels of less than 5.0m
Australian Height Datum (AHD) as stated in State Planning Policy July 2014. This policy also
states that developments below 20.0m AHD that involve a Material Change of Use or
operational works are required to be assessed against the State Planning Policy July 2014 acid
sulphate soils development objectives. As the lowest point on this site is an approximate level
of RL111.5m, we believe the probability of acid sulphate soil being present is low and
therefore testing would not be necessary.
The requirements for Acid Sulphate Testing will be confirmed by a geotechnical engineer prior
to the detailed design stage of this proposed development.
Land Disturbing Activities
Important causes/issues of erosion for this site would consist of the following:
Precipitation and consequent run-off
Stripping and removal of topsoil
Removal of fill
Other earthwork operations
Heavy vehicle use on site
Wind erosion
The proposed development is a short construction period which will be programmed so that
the shortest period of time elapses between ground cover removal and restoration.
Erosion and Sediment Control Measures
Sediment control filter fabric will be securely placed around the perimeter of the construction
site. This will ensure sediment is trapped before being released into the catchment. Refer
Appendix D.
An ESC measure will be provided at any vehicular access points to the site. Construction and
maintenance details are given in Appendix D. A temporary construction entrance will be
provided from Garnet Street for access during construction.
A filter sock sediment trap will be utilized on all downstream stormwater inlets. Refer
Appendix D for construction and maintenance details.
No clearing will be undertaken unless preceded or accompanied by installation of adequate
run-off and sediment control measures, as described above.
Following practical completion of the project a minimum of 70% coverage of all soil with
ground cover (i.e. topsoiling and seeding) will be provided within 30 calendar days.
During the construction phase spraying of water will be used with care to act as a dust
suppression method.
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Section 7
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
Monitoring and Maintenance Programs
Water discharge from the site will adhere to a total suspended solid content of less than 50
milligrams per litre and a pH range of between 6.5 and 8.5 at all times. If the pH of the
flocculated water is not achieved than pH adjustments will be required. This could possibly be
done by a dosing of lime.
Site personnel will inspect all erosion and control measures at least at the following
frequencies:
Daily during construction works,
Weekly when construction works are not happening,
Within 24 hours of expected rain, and
Within 18 hours of an impacting rainfall event.
All erosion and sediment control measures that have an order of efficiency below 75% will be
corrected by the end of that working day.
Staging of ESC Measures
The design of the proposed erosion and sediment control treatment devices is to be
confirmed during detailed design and following confirmation of the construction sequences
for the development. The proposed treatment measures will be designed in accordance with
the International Erosion Control Association Australasia standards and standard drawings to
ensure that the proposed works minimise any impact on the downstream water quality.
3. Earthworks
For the purpose of this proposed development earthworks will be conducted for constructing
the new proposed building basement, platform and carparks. Excavation on site will be
required for the building basement, platform and service trenches. Any excess cut will need
to be removed from the site by the contractor.
A geotechnical investigation will be undertaken and a report will be prepared for the site prior
to starting the detailed design stage of the development to ensure that the earthworks and
erosion control measures are designed to suit the site conditions.
4. Roadworks
The proposed development fronts onto both Garnet Street and Wimmer’s Lane. Road works
will be limited to line-marking and crossovers.
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Section 8
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
5. Stormwater Drainage
As indicated by Cooroy & Lake Macdonald Natural Resources Overlay (Map OM3.5 (Part))
shown below, the site is located outside the Lake Macdonald water supply catchment.
Site
Figure 5.1: Lake Macdonald Water Supply Catchment Adjacent to Site
The site currently hosts a stormwater easement for a 525 diameter pipe which traverses from
Garnet Street to Wimmer’s Lane at the rear. It is proposed to upgrade this pipe to 750
diameter and reroute it around the proposed building, to the vicinity of the existing sewer line
through the property and back to the existing manhole in Wimmer’s Lane. It is anticipated
that this will require a bank of 4 sag gullies in Garnet Street to accommodate the capture of
surface stormwater flow from a Q100 event. Calculations are shown in Appendix G.
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Section 9
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
a. Stormwater Quality Management
State Planning Policy
The State Planning Policy July 2014 applies for stormwater quality management and
management of new or expanded non-tidal artificial waterways applies to development that is
outlined below in Table 5.1.
SPP2014 PART E: INTERIM DEVELOPMENT ASSESSMENT
YES / NO
REQUIREMENTS. STATE INTEREST – WATER QUALITY
Material change of use for urban purposes that involves a land area
greater than 2500m2 that:
will result in an impervious area greater than 25% of the net
developable area YES
Will result in 6 or more dwellings NO
Reconfiguring a lot for urban purposes that involves a land area
greater than 2500m2 and will result in six or more lots:
NO
Operational works for urban purposes that involve disturbing more
than 2500m2 of land
YES
Table 5.1: Water Quality Objectives
As the proposed development triggers one or more applicable items in the above Table 5.1,
the State Planning Policy December 2014 is applicable and compliance will be expected by the
local government authority.
To achieve the above State Planning Policy outcomes the development is to:
avoid or minimise development impacts arising from altered stormwater quality and
flow by providing for development and construction activities in accordance with
acceptable design objectives
avoid or minimise development impacts of waste water (other than contaminated
stormwater) on water quality objectives
avoid or minimise development impacts arising from the creation or expansion of
non-tidal artificial waterways such as urban lakes
The proposed development will comply with the State Planning Policy July 2014 – Water
Quality policies.
A copy of the completed State Planning Policy July 2014 —Water Quality development
assessment code is attached in Appendix E.
b. Water Quality Objectives
Water quality parameters and the proposed limits applicable to this site have been selected in
accordance with SPP2014 Appendix 3, Table B and MUSIC Modelling Guidelines for South East
Queensland Version (2010).
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Section 10
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
It is proposed that best practice stormwater treatment be used and therefore it is required to
demonstrate the achievement of the following load reduction targets:
POLLUTANT TYPES WATER QUALITY OBJECTIVE (WQO)
Total Suspended Solids (TSS) 80% reduction of average annual load
Total Phosphorus (TP) 60% reduction of average annual load
Total Nitrogen(TN) 45% reduction of average annual load
Litter/gross pollutants 90% reduction of average annual load
Table 5.2: Water Quality Objectives
c. MUSIC Model
The software program Model for Urban Stormwater Improvement Conceptualisation (MUSIC)
Version 6, was used was used to assess pollutant generation and the performance of the
stormwater treatment measures for the proposed development. Selection and testing of
stormwater management options was undertaken in accordance with MUSIC Modelling
Guidelines prepared by Water by Design (2010).
The MUSIC model was set up using the site catchment area which was further split to include
roof areas, road areas and ground areas in accordance with the MUSIC Modelling Guidelines
prepared by Water by Design (2010).
The stormwater quality treatment train used in the MUSIC model is shown in the figure below.
Figure 5.2: Music Model Treatment Train – Stormwater360
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Section 11
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
Music Model Parameters
The split catchment parameters used as the MUSIC Pollutant Export Parameters are shown
below in Table 5.3, and where derived from Table 3.8 of the MUSIC Modelling Guidelines
prepared by Water by Design (2010).
FLOW SURFACE
TSS log10 VALUES TSS log10 VALUES TSS log10 VALUES
TYPE TYPE
Commercial Mean Std. Dev. Mean Std. Dev. Mean Std. Dev.
Roof N/A N/A N/A N/A N/A N/A
Baseflow
Road 0.78 0.39 -0.60 0.50 0.32 0.3
Parameters
Ground 0.78 0.39 -0.60 0.50 0.32 0.3
Roof 1.30 0.38 -0.89 0.34 0.37 0.34
Stormflow
Road 2.43 0.38 -0.30 0.34 0.37 0.34
Parameters
Ground 2.16 0.38 -0.39 0.34 0.37 0.34
Table 5.3: Source Node MUSIC Pollutant Export Parameters
The parameters used as the MUSIC Rainfall-Runoff Parameters are shown below in Table 5.4, and
were derived from Table 3.7 of the MUSIC Modelling Guidelines prepared by Water by Design
(2010).
PARAMETER COMMERCIAL
Rainfall Threshold (mm) 1
Soil Storage Capacity (mm) 18
Initial Storage (% Capacity) 10
Field Capacity (mm) 80
Infiltration Capacity Coefficient - a 243
Infiltration Capacity Exponent – b 0.6
Initial Depth (mm) 50
Daily Recharge Rate (%) 0
Daily Baseflow Rate (%) 31
Daily Deep Seepage Rate (%) 0
Table 5.4: MUSIC Rainfall-Runoff Parameters
Treatment parameters for the in ground proprietary systems have been provided by the
manufacturer. Refer to Appendix F for the Stormwater360 Operations and Maintenance
Manual.
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Section 12
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
Alternative In-Ground Proprietary System
The proposed in-ground proprietary system documented within this report is the
Stormwater360 Stormfilter cartridge system. At the time of preparing this report the
Stormwater360 Stormfilter system is the only system that is approved for use by Noosa
Council. However discussions with council have indicated that an alternative product may be
used if the alternative product does become approved for use. Based on these discussions it is
assumed that subject to their approval, council may accept a change in the proprietary
product used.
d. MUSIC Model Results
Using the MUSIC software the treatment train for the catchment areas was designed to
comply with the water quality objectives (WQO). It was determined that the water quality
objectives for the proposed development where met as shown in the table below:
Pre- Post- Reduction Complying
POLLUTANT TYPES
Development Development (%) With WQO
Total Suspended Solids
899 91.1 89.9
(kg/yr)
Total Phosphorus
1.85 0.63 66
(kg/yr)
Total Nitrogen (kg/yr) 14 7.68 45.5
Litter/gross pollutants
101 0 100
(kg/yr)
Table 5.5: Stormwater360 Water Quality Treatment Results
As shown by the above results, the proposed stormwater treatment train adopts best practice
stormwater treatment and will achieve the required Water Quality Objectives.
e. Stormwater Quantity Management
Noosa Regional Council Policy requires that a development ensure non-worsening of
stormwater flows up to and including Q100 stormwater events. The proposed development
will not have a larger impervious area than the existing developed site and hence will not
require a stormwater detention system to mitigate the effects of any additional runoff.
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Section 13
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
f. Maintenance
Construction Phase Management Plan
Potential construction phase impacts include the following:
Sedimentation and erosion
Management of contaminated soils and materials on the site Construction Material (such
as cement)
General
The objective of the Construction Phase Management Plan is to comply with the requirements
of the Queensland Environmental Protection Act 1994 and Environmental Protection (Water)
Policy 2009 so that the environmental values of effected receiving waters are maintained or
enhanced. In essence the purpose of the Plan is to prevent polluted stormwater being
discharged to the local waterways.
Performance Indicators
The management is not being effective when any of the following occur during the
construction phase of the project.
The required water quality objectives are not achieved,
Contaminated water is released off site.
Construction Phase Management of Sedimentation and Erosion
A sediment and siltation fence will be erected around the property boundary to ensure that
sediment is not washed off site and onto adjacent properties or roads. Entry and exit from
the site will be restricted to a single stabilised location to minimise the rise of onsite transport
of silt sediment or mud. It is anticipated that a layer of crushed rock will provide the
necessary stabilisation of the access route. If required a specific bunded wash down area will
be provided for the cleaning of plant before leaving the site and all wash down waste water
will be collected. In the event that debris or sediment leaves the site it will be cleaned.
Management of Contaminated Soils Materials
There are no contaminated soils materials fill on the site. The site is not listed on the public
contaminated site’s register.
Management of Imported Materials
Any material imported to the site including construction materials will be stockpiled in a
location where it cannot contaminate the stormwater system or stormwater runoff.
Complaint Response
The contractor will erect signage at the entrance to the works with contact information,
including afterhours contact numbers. The contractor will properly deal with all complaints.
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Section 14
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
Monitoring and Reporting
All sediment and erosion control devices will be checked daily and after rainfall events by the
construction site supervisor. Defective or full devices will be cleaned and repaired as
required. Regular inspections and maintenance of the storm water system will be carried out
by the property owner. The civil components (structural and erosion) are to be assessed by a
suitably qualified engineer as required.
Lifecycle cost assessment
There will be no abnormal capital or recurrent costs for the proposed stormwater strategy.
6. Flood Zoning
The proposed site is not in a recognised flood zone according to the Noosa Regional Council
River Flood Information Map 10-B50 dated September 2012. See Figure 6.1 below for Flood
map. The map shows that there is no flood zone in close proximity to the proposed site,
therefore flooding issues do not apply to this site.
SITE
Figure 6.1: Noosa Regional Council River Flood Information Map 10-B50 - September 2012
The proposed site is also shown not to flood on the Cooroy & Lake Macdonald Natural Hazard:
Landslide & Flooding Overlay (Map OM3.3).
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Section 15
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
7. Sewer Reticulation
The proposed site is located within the urban footprint of the Cooroy Sewer treatment Plant.
SITE
Figure 7.1: Noosa Regional Council Sewer Trunk Infrastructure Maps 4.2 - PFTI - Sewerage
Figure 7.2 shows a sewer main behind the site, running from north to south with an existing
property connection in Wimmer’s Lane.
SITE
Figure 7.2: Existing sewer Infrastructure (DBYD)
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Section 16
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Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
A new 150dia sewer connection will be provided from the supply in Garnet Street to the
proposed development to Unitywater standards.
For more details of the sewer reticulation refer to the engineering plans in Appendix B.
Internal house drainage design for this proposed development will be by others.
8. Water Reticulation
Figure 6.3 shows the existing water reticulation infrastructure for the proposed site. A hydrant
is situated adjacent to the site in Garnet Street.
SITE
Hydrant
Figure 6.3: Existing water reticulation infrastructure (DBYD)
A new water connection will be provided from the supply in Garnet Street to the proposed
development to Unitywater and SEQwater standards.
The Internal water supply design for this proposed development will be by others.
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Section 17
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Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
9. Electrical and Telecommunication
The electrical supply and communications supply for this proposed development will be by
others.
10.Development Codes
The following applicable Local and State Codes have been completed to address the proposed
development and are included in Appendix H:
Transport, Roads and Drainage Code
Driveway and Parking Code
Earthworks Code
Water Supply and Sewerage Reticulation Code
11.Conclusions
vT Consulting Engineers has undertaken a review of civil engineering services required for the
proposed development located at 3 Garnet Street, Cooroy QLD 4563.
Based on all the findings outlined in this report, vT Consulting Engineers believes that there are
no significant engineering issues in relation to this development.
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Section 18
ENG
Engineering Report & Stormwater Management Plan
Date: 5/02/2016 Document No.: 15087-ENG-01.Docx
By: MRS Revision No.: A
Appendix A - Survey Plan
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Section 19
APPROVED APPROVED
COMPANY COMPANY LEGEND
ISO9001 ISO14001
Quality Environmental
Management Systems Management Systems
by Survey by Records
Certification
Services
Certification
Services O/H ELECTRICITY
U/G ELECTRICITY
O/H TELSTRA
U/G TELSTRA
U/G DRAINAGE
SEWERAGE
WATER
GAS
FENCE
SYMBOLS ABBREVIATIONS
Sewer Manhole MH Manhole
Gully Trap SL Surface Level
Stormwater Manhole IL Invert Level
Fire Hydrant BM Bench Mark
Valve Diameter
Water Meter RCP Reinforced Concrete Pipe
Electricity Box / Pillar GI Galvanised Iron
Electric Light Pole
Power Pole Trunk diameter,
Electricity Manhole Height,
Electricity Pit Spread (canopy diameter)
Traffic Signal Pit
Traffic Light
Telstra Manhole
Telstra Pit
Tree / Shrub
NOTES
This Plan has been prepared from a combination of field survey
and existing records for the purpose of showing the physical
features of the land to assist in designing future development, and
should not be used for any other purpose.
The title boundaries shown hereon were not verified or marked at
the time of survey, but were determined by existing title
dimensions and occupation (where available), not by field
measurement. As such, these dimensions could be out of date
and incorrect by modern standards. This plan should not be used
for building to boundary, or to prescribed set-backs, without further
boundary survey.
Services shown hereon were located where possible by field
survey. If not able to be so located, known services have been
shown from the records of the relevant authorities or service
providers where available and have been noted accordingly on
this plan. All services shown by records only will need verification
prior to, or during work on site.
Prior to any demolition, excavation or construction on site, the
relevant authority should be contacted for:
* Verification of all services plotted from records only, and
* Possible location of any services altered since this survey was
completed or any new services installed either on or adjacent to
the site.
Before starting any demolition, excavation or construction on
the site, the relevant person should make an independent and
updated enquiry of "dial before you dig" and any relevant
service providers to ascertain the existence of further
services (if any) and the accurate location of those not able to
have been surveyed at the time of preparing this plan.
* No responsibility can be accepted by Saunders Havill Group Pty
Ltd, for any damage caused to any underground service or any
loss or injury so suffered if enquiry and verification have not been
completed in accordance with this note.
** This note is an integral part of this plan/data. Reproduction of
this plan or any part of it without this note being included in full will
render the information shown on such reproduction invalid and not
suitable for use.
Scale 1:200 - Lengths are in Metres.
2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28
No. by Date Description Surveyed: JA
A MD 27/03/15 Original Issue
Plan of Level Datum: AHD der. Lot Description surveying
Date: 20/03/2015 DETAIL PLAN Origin of Levels: PM54011 Lot 14 on RP845961 Scale @A1 1: 200
Drawn: MD RL of Origin: 114.88
@A3 1: 400
Issues
Project
Date: 27/03/2015 3 Garnet Street, Cooroy. Contour Interval: 0.2m
Locality of Cooroy
Parish of Tewantin
Checked: KRD Client Verve Building Design and Concepts Pty Ltd. County of March Dwg No. 7588 S 01 DT A
Section 20
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By: MRS Revision No.: A
Appendix B - Proposed Design Drawings
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Section 21
SH H PROPERTY DESCRIPTION:
ME ES
ITH T M
X . W HOU FIX TO TOP OF STAKE WITH SITE ADDRESS: 3 GARNET STREET
A IT
FIX TO TOP OF STAKE WITH mM .W SHADECLOTH FASTENER COOROY QLD 4563
SHADECLOTH FASTENER 3.0 MAX
UNDISTURBED AREA m OR TIE TO STEEL PICKET
OR TIE TO STEEL PICKET 2.0 PROPERTY DESCRIPTION: LOT 14 RP845961
SL42 MESH TO AS1304 ORANGE SAFETY
PARISH OF TEWANTIN
0.60 MAX.
GEOTEXTILE FABRIC AND COUNTY OF MARCH
II
MESH AROUND TRAP
0.60 MAX.
GEOTEXTILE FABRIC AND SL42 MESH PVC PIPE SPACERS
SL42 MESH PROPERTY DETAILS: FREEHOLD TITLE
OV OVERLAND FLOW
ER
LA
OVERLAND FLOW ND 50 x 50 HWD STAKE OR STEEL
FLO
W PICKET 1200 MIN LONG
DRIVEN 600mm INTO GROUND
LEGEND
0.50 MAX.
0.20
GEOTEXTILE FABRIC AND SL42
MESH. LAB FABRIC 100mm SEDIMENT TRAP. MONITOR EXISTING PROPERTY BOUNDARY
DAILY OR AFTER HEAVY 50 x 50 HWD STAKE EXISTING EASEMENT BOUNDARY
BACKFILL 50 x 50 HWD STAKE DISTURBED AREA
RAINFALL AND CLEAN AS OR STEEL PICKET FILTER SOCK SIDE INLET TO REMAIN OPEN
OR STEEL PICKET REQUIRED 1200 MIN LONG EXISTING CONTOUR - MAJOR
NOTE: INLET SEDIMENT TRAP TO GULLY GRATE WRAPPED IN NON-WOVEN
1200 MIN LONG EXISTING CONTOUR - MINOR
BACKFILL 0.60 SQUARE BE PLACED ON ALL EXISTING FILTER FABRIC (MINIMUM BIDIM A34 OR
INLETS WITHIN 100m OF SITE APPROVED EQUIVALENT EXISTING BUILDING
EXISTING KERB AND CHANNEL
TYPICAL SEDIMENT FENCE SECTION TYPICAL SEDIMENT FENCE ELEVATION TYPICAL SEDIMENT TRAP SECTION TYPICAL SAG KERB INLET SEDIMENT TRAP SW EXISTING STORMWATER DRAINAGE
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE S EXISTING SEWER
HD EXISTING HOUSE DRAINAGE
W EXISTING WATER
E EXISTING ELECTRICAL
T EXISTING COMMUNICATIONS
I
I
SW X X X X X X X X ABANDON EXISTING SERVICE
PROPERTY BOUNDARY
EASEMENT BOUNDARY
EXISTING TREE TO
SEDIMENT FENCE BUILDING
BE REMOVED
KERB
I
I
KERB AND CHANNEL
SW
I
I I I I I I I CONCRETE FOOTPATH
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
SW SW SW SW SW SW STORMWATER DRAINAGE
I
RW RW ROOFWATER DRAINAGE
I
I
SEDIMENT TRAP LOT 1 S S SEWER
SW
I
I
SEDIMENT TRAP HD HD HOUSE DRAINAGE
RP1866
I
REMOVE EXISTING
CARBON DIOXIDE TANK CW CW WATER SUPPLY
I
SEDIMENT FENCE
I
I
I
I
I
I
SW
I
RTW RETAINING WALL
SW
SW SW SW SW SW SW SW
I
SW
I
SW FENCE - TYPE 1
I
II
II
I EXISTING SURFACE LEVEL
I
I
RL1.234 PROPOSED SURFACE LEVEL
SW
I
SW
SW
I
SW
ALL EXISTING VEGETATION AND
I
EROSION AND SEDIMENT CONTROL NOTES
I
STRUCTURES (INCLUDING PILES) ON SITE TO
I
BE CLEARED/DEMOLISHED AND REMOVED. 1. THE EROSION AND SEDIMENT CONTROL WILL COMPLY WITH:
I
LOT 2
SW
SW
I
PROPOSED BUILDING AND CARPARKING NOT - THE INSTITUTE OF ENGINEERS AUSTRALIA'S EROSION AND SEDIMENT CONTROL ENGINEERING GUIDELINES FOR QUEENSLAND
RP1866
SW
SHOWN FOR CLARITY CONSTRUCTION SITES - JUNE 1996.
I
I
2. EXISTING GRASSED AREAS CLEAR OF EARTHWORKS TO BE MAINTAINED DURING CONSTRUCTION.
I
3. PROVIDE EROSION CONTROL DEVICE 3M (MAXIMUM) DOWNSTREAM OF ALL STORMWATER DRAINAGE OUTLETS.
SW
4. ADDITIONAL CONTROL DEVICES SHALL BE PLACED, WHERE DIRECTED BY THE SUPERINTENDENT. ALTERNATIVE DESIGNS TO BE
I
SW
SEDIMENT FENCE
EMT B RP845961
APPROVED BY THE SUPERINTENDENT PRIOR TO CONSTRUCTION.
I
5. ALL SEDIMENT AND EROSION CONTROL DEVICES TO BE CHECKED DAILY AND AFTER RAINFALL EVENTS BY THE CONSTRUCTION
I
I
SITE SUPERVISOR. DEFECTIVE OR FULL DEVICES TO BE CLEANED AND REPAIRED AS REQUIRED.
LOT 14
I
LOT 55 6. WOVEN WIRE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.
I 7. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 600MM AT TOP OF MID SECTION.
SW
C5602 RP845961 SW 8. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 150MM AND FOLDED.
I
I
I POSTS: STAR PICKETS OR 50MM X 50MM HARDWOOD
FENCE: WOVEN WIRE 14 GAUGE. 150MM MAXIMUM MESH OPENING.
SW
I
I
FILTER CLOTH: FILTER AS SPECIFIED (TERRAM 1000, POLYFELT TS 500 BIDIM U24 OR EQUIVALENT).
I PREFABRICATED UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
SW
9. CONTRACTOR TO PROVIDE FAUNA SPOTTER TO LOCATE AND REMOVE WILDLIFE PRIOR TO START OF CONSTRUCTION.
I
SW
I
I
I
EROSION AND SEDIMENT CONTROL STAGING NOTES
I
1. CLEARING/EARTHWORKS
I
INSTALL DEVICES DOWNSTREAM OF ALL DISTURBED AREAS PRIOR TO START OF WORKS.
SW
I
SEDIMENT FENCE 2. TRENCHING/SERVICES
I
MAINTAIN DEVICES DOWNSTREAM OF ALL TRENCHES. TRENCH MATERIAL TO BE REMOVED OR REPLACED IN TRENCH AS SOON
I
AS POSSIBLE.
I
3. ROADWORKS
I
SW
USE HAYBALES AND SAND BAGS ON GULLY GRATES PRIOR TO SURFACING.
I
LOT 2
SW
4. FINAL
I
CONSTRUCTION LEAVE ALL DEVICES IN PLACE UNTIL GRASS COVER IS SUFFICIENT TO PREVENT SCOURING.
RP108610
I
ENTRY / EXIT
I
I
I
SW
300mm
I
MIN.
II
I
SW
I I CONSTRUCTION SITE
I IN.
I
I
mM
NOMINAL
100mm
3.0
I
I
I
I
10.
SW
0m
I
I
SEDIMENT FENCE MIN
I
I
.
I
II
I
I I
SW
I I I
I I
I I I I
I
I
I
I
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I
I
I
I
I
I
I
I
I
I
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I
I
I
I
I
I
Section 22
I
SW
GEOTEXTILE FABRIC BIDUM
300mm
U34 OR SIMILAR
EXISTING TREES WITHIN L
NE
SW
FOOTPATH TO REMAIN, AN
CH
SW
&
WHERE POSSIBLE. TYP D RB
TE KE AY
EC AD
W
DIR AP RO
SW BE NT TR W
T O E NE
FF EDIM WELL GRADED, HARD, OR
NO G,
W W W W W W W W W W W W W W W W W W W RU O A S ANGULAR, EROSION RESISTANT TIN
T NT IS
EXISTING TREE TO 75mm CRUSHED ROCK NM
E EX
PROVIDE SAG KERB LIG
BE REMOVED YA
INLET PROTECTION E RT EXISTING KERB AND CHANNEL TO BE
OP
PR PROTECTED DURING CONSTRUCTION
AND REINSTATED IF DAMAGED
LAYOUT PLAN TYPICAL CONSTRUCTION ENTRY/ EXIT
SCALE 1:200 NOT TO SCALE
CLIENT: SCALE: AS SHOWN DRAWN: MD PROJECT: JOB No.:
E: [email protected]
PROPOSED SUPERMARKET DEVELOPMENT
15087
A: PO Box 26, Carina
SHEET SIZE: A1 DESIGN: MD
Ph: (07) 3172 8334
3 GARNET STREET, COOROY QLD 4563
PLOTTED: 05.02.2016
W: vtce.com.au
DATUM: AHD CHECKED: AvT
P. ZIPF
QLD 4152
COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAIN APPROVED: DRAWING TITLE: DRAWING No.: REV.:
0 2 4 6 8 10 THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
PRELIMINARY EROSION AND SEDIMENT CONTROL
A
DOCUMENT MAY ONLY BE USED FOR THE PURPOSE
SCALE 1:200
A 05.02.16 ORIGINAL ISSUE MD AvT FOR WHICH IT WAS COMMISSIONED AND IN
ACCORDANCE WITH THE TERMS OF ENGAGEMENT.
UNAUTHORISED USE OF THIS DOCUMENT IN ANY
LAYOUT PLAN AND DETAILS
P001
REV. DATE: AMENDMENT: BY: APP: NOT FOR CONSTRUCTION
Section 23
PROPERTY DESCRIPTION:
SITE ADDRESS: 3 GARNET STREET
COOROY QLD 4563
PROPERTY DESCRIPTION: LOT 14 RP845961
PARISH OF TEWANTIN
COUNTY OF MARCH
PROPERTY DETAILS: FREEHOLD TITLE
LEGEND
EXISTING PROPERTY BOUNDARY
EXISTING EASEMENT BOUNDARY
EXISTING CONTOUR - MAJOR
EXISTING STORMWATER MANHOLE EXISTING CONTOUR - MINOR
UIL 110.00
EXISTING BUILDING
DIL 109.80
PIPE SIZE AND INVERT LEVELS TO BE EXISTING KERB AND CHANNEL
CONFIRMED PRIOR TO DETAILED DESIGN. STORMWATER CHAMBER WITH SW360 STORM SW EXISTING STORMWATER DRAINAGE
DEMOLISH AND REMOVE EXISTING KERB INLET PITS FILTERS SIZED TO SUIT DEVELOPMENT S EXISTING SEWER
I
I
AND CONSTRUCT ROCLA KERB INLET SYSTEM WITH SW HD
DELIVERY AREA PAVEMENT TO EXISTING HOUSE DRAINAGE
EXTEND TO BACK OF EXISTING KERB W EXISTING WATER
STORMWATER TO SURCHARGE FROM PIT DURING
E EXISTING ELECTRICAL
MAJOR STORM EVENT
T EXISTING COMMUNICATIONS
I
I
X X X X X X X X ABANDON EXISTING SERVICE
PROPERTY BOUNDARY
I
I
EASEMENT BOUNDARY
X
UIL 110.60
IL 110.41 DIL 110.45 BUILDING
X
IL 110.22
LOADING DOCK
I
RETAINING WALL TO BRIDGE OVER KERB
RL111.50 LOT 1
X
I
SEWER AND STORMWATER PIPES KERB AND CHANNEL
RP1866
X
RTW RTW RTW RTW RTW RTW RTW CONCRETE FOOTPATH
STORMWATER DRAINAGE
X
RTW
MANHOLE
SW
RAMP TO BASEMENT CAR PARK RL113.00 RW RW ROOFWATER DRAINAGE
X
600SQ.
I
G.PIT RL112.85 S S SEWER
I
X
HD HD HOUSE DRAINAGE
IL 110.90
X
RL112.68 CW CW WATER SUPPLY
STORMWATER PUMP WELL
I
X
I I I
SW
TO HYDRAULIC ENGINEERS SEDIMENT FENCE
I
I
X
DETAILS STORMWATER RISING MAIN RTW RETAINING WALL
TO HYDRAULIC ENGINEERS
XSW X
GRATED TRENCH DRAIN AT FENCE - TYPE 1
II
II
I
DETAILS
ENTRANCE TO BASEMENT EXISTING SURFACE LEVEL
TO DRAIN TO STORMWATER
RL1.234
X
PROPOSED SURFACE LEVEL
PUMP WELL LOT 2
X
RP1866
SW
I
X
RL113.80 NOTE:
RL113.02
X SWX
1. PAVEMENT LEVELS AND STORMWATER DRAINAGE INVERT
600SQ.
EMT B RP845961
I LEVELS ARE INDICATIVE ONLY. TO BE CONFIRMED DURING
G.PIT
X
DETAILED DESIGN.
LOT 14
X
LOT 55
X
C5602 RP845961
I
LINE OF BASEMENT WALL
X
SW
X
I
BUILDING 600SQ. GULLY PIT WITH HEAVY DUTY
X
TRAFFICABLE CLASS D LID, c/w
FFL 114.00
X
ENVIROPOD BASKET INSTALLED TO
MANUFACTURERS SPECIFICATIONS.
X
I
TYPICAL
CONCRETE FOOTPATH
X
RL113.25
I
ABANDONED AND REMOVED.
X
STORMWATER TO BE DIVERTED
X
AROUND BASEMENT AS SHOWN.
XSWX
RL113.80 I
EXISTING SEWER TO BE LOT 2
PROTECTED DURING
RP108610
X
CONSTRUCTION
I
X
IL 112.52
X
MANHOLE
I
X
I
SW
I RL113.90
X
I
I
X
2.56
I
X
IL 11
I
X
I
X
I
I RL115.10
SW
X
I
I
I
I
I
XX
X X
1.2m WIDE CONCRETE
EXISTING RAISED FIRE HYDRANT
FOOTPATH
XSWX
2.71
TO BE REMOVED AND REPLACED
IL 11
WITH IN-GROUND HYDRANT CLEAR
OF NEW CONCRETE CROSSOVER
X
W W W W W W IL 112.95 W W IL 112.76
W W W W W W W W W W W
CONCRETE CROSSOVER TO IPWEAQ
STD DWG No. RS-051
2No. SAG GULLY LIP IN LINE
ROADWAY PIT AND LINTEL
CHAMBER (OR APPROVED EQUIV.)
SW
LAYOUT PLAN
SCALE 1:200
CLIENT: SCALE: AS SHOWN DRAWN: MD PROJECT: JOB No.:
E: [email protected]
PROPOSED SUPERMARKET DEVELOPMENT
15087
A: PO Box 26, Carina
SHEET SIZE: A1 DESIGN: MD
Ph: (07) 3172 8334
3 GARNET STREET, COOROY QLD 4563
PLOTTED: 05.02.2016
W: vtce.com.au
DATUM: AHD CHECKED: AvT
P. ZIPF
QLD 4152
COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAIN APPROVED: DRAWING TITLE: DRAWING No.: REV.:
0 2 4 6 8 10 THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
PRELIMINARY STORMWATER DRAINAGE
A
DOCUMENT MAY ONLY BE USED FOR THE PURPOSE
SCALE 1:200
A 05.02.16 ORIGINAL ISSUE MD AvT FOR WHICH IT WAS COMMISSIONED AND IN
ACCORDANCE WITH THE TERMS OF ENGAGEMENT.
UNAUTHORISED USE OF THIS DOCUMENT IN ANY
LAYOUT PLAN AND DETAILS
P002
REV. DATE: AMENDMENT: BY: APP: NOT FOR CONSTRUCTION
The text continues on section 24.