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8. Engineering Report and Plans
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Plans and drawings
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Log in to see the plans as drawn CIVIL ENGINEERING PROJECT MANAGEMENT
SEDIMENT AND EROSION CONTROL
ENGINEERING REPORT
MCU/OPW Application
Residential Units & Commercial Space
245 David Low Way, PEREGIAN BEACH
DATE: 14.12.21 REF: 188-002
ATT: Ms Laura Sutton EMAIL: [email protected]
REV: A
2261 david low way, peregian beach, qld 4573 acn: 626 671 092 [email protected]
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Full text of sections 2 to 49 (of 61)
Section 2
CONTENTS PAGE
Flooding ....................................................................................................................... 9
Quantity ....................................................................................................................... 9
Quality ......................................................................................................................... 9
Electrical and Communications ................................................................................. 11
Gas ............................................................................................................................. 11
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2261 david low way, peregian beach, qld 4573 acn: 626 671 092 [email protected]
Section 3
LIST OF FIGURES
Figure 1 - Locality Plan ......................................................................................................................................... 5
Figure 2 – Stormwater Network and Contour Plan ............................................................................................. 6
LIST OF APPENDICES
Appendix A Engineering and Building Plans
Prepared by Bax Engineering and Blackburn Jackson Architects dated November and December 2021
Appendix B Flood Mapping
NC Mapping
Appendix C Water and Sewer Infrastructure
Unitywater Mapping
Appendix D DBYD Plans
NC, Telstra, NBN and Energex Asset Reports
Page 3 of 13
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Section 4
INTRODUCTION
Bax Engineering has been commissioned by Ms Laura Sutton of Altum Property Group Pty Ltd to provide an
engineering assessment for the proposed development at 245 David Low Way, Peregian Beach.
The report is intended to support the development application seeking approval for a Material Change of Use
and Operational Works.
The proposal covers a site area of 582m2 and is currently has a residential dwelling. It is proposed that the
development would consist of a single, two storey building with three separate residential units on the first
floor and office space on the ground floor.
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2261 david low way, peregian beach, qld 4573 acn: 626 671 092 [email protected]
Section 5
THE SITE AND ITS CONTEXT
LOCALITY
The site is described as lot 22 on P9315 at 245 David Low Way in Peregian Beach, Queensland and is within
the Noosa Council local government boundary. The development is identified in Figure 1.
The property is bounded by David Low Way to the east, commercial property to the north, residential housing
to the south and the new Community Centre being developed to the west.
Figure 1 - Locality Plan
Source: Queensland Globe
The site is currently being used as a residential dwelling. The site has a significant amount of hardstand
driveway and parking area as well as outdoor storage sheds covering the property. The site is relatively flat
with an existing high point of approximately 11.5m AHD at the north-east frontage in David Low Way. The site
Page 5 of 13
2261 david low way, peregian beach, qld 4573 acn: 626 671 092 [email protected]
Section 6
slopes towards the western rear boundary to an AHD of 10.0m. There is existing stormwater soakage trench
located in the property to the west which has been historically used as a lawful point of discharge. Site
inspections indicate that the soakage trench is in reasonable condition and could continue to be utilised to
mitigate any flows leaving the proposed development.
It is expected some earthworks will be needed to achieve these design levels and for standard vehicle and
pedestrian access to the proposed development.
Figure 2 – Stormwater Network and Contour Plan
Source: Noosa Council Mapping
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Section 7
PROPOSED DEVELOPMENT
The proposed development will consist of a single two storey building that will consist of three separate
residential tenancies on the first floor with office space on the ground floor. It is proposed that vehicle and
pedestrian access will be from the David Low Way frontage with carparking in the rear of the property. Civil
construction works will consist of bulk earthworks, carparking, stormwater drainage and the connection to
stormwater improvement devices. Internal water and sanitary drainage for the building will also be provided
under a separate plumbing approval as part of the building development. These will be connected to the
existing water and sewer main connections provided for the property.
Where required, sediment and erosion control devices will also be installed during all stages of construction.
The proposed lot configuration and the construction and connection of the associated civil services are shown
in Appendix A.
DRAINAGE AND EXISTING TOPOGRAPHY
In general, the site is elevated at around 11.5m AHD in David Low Way Street and grades at approximately 4%
towards an existing low point at around RL 10.0m AHD in the south-west corner. There is an existing drainage
pit in this location which will be utilised as a lawful point of discharge for roofwater and carpark drainage. This
pit is connected to the existing infiltration system in the rear of the newly completed Community Centre.
Based on the sand subsoil conditions it is expected that this infiltration system will continue to permeate flows
effectively. Overland flows from major events will be diverted to the same location. It is expected that the
driveway to the south of the new Community Centre will continue to convey overland flows for major storm
events towards the Rufous Street network.
It is noted that post-development impervious areas (74.05%) have been slightly decreased compared to the
existing pre development impervious areas (74.74%).
The existing contours of the property and proposed drainage of the site are shown in plans 188-002-100, 188-
002-300, 188-002-SK01 and SK02 as part of Appendix A.
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Section 8
ENGINEERING
VEGETATION CLEARING AND MANAGEMENT
There are no established trees or existing vegetation on the site. However, the existing concrete hardstand
and buildings will all be demolished and removed as part of the new development.
EARTHWORKS
The existing site conditions has a maximum elevation of approximately 11.5m AHD with a site grading of
around 4% across the development to the south west.
It is expected that some cutting of the property is required for stormwater management and standard vehicle
and pedestrian access to the proposed development.
These earthworks would be limited to the site bounds and to the volumes that would assist in allowing positive
fall to the drainage outlets as well as compliant vehicle access. These earthworks would be limited to the areas
shown in the proposed earthworks and cross-sectional designs of the development in plans 188-002-200 to
201 as part of Appendix A.
The designed earthworks will aim to reduce the amount of disturbance as much as possible while conforming
with accessibility, safety and ease of maintenance requirements. Any unsuitable spoil would be lawfully
removed from site.
All bulk earthworks within the development would be completed under Level 1 Geotechnical Supervision and
Australian Standard AS3798:2007 - Guidelines on earthworks for commercial and residential developments.
ROADWORKS/CARPARK CONSTRUCTION
The roadworks for the proposed development will consist of an entry and exit point from the existing David
Low Way frontage as well as the carpark within the property boundary. It is proposed that the access driveway
would be from the eastern boundary and provide service to the carpark only. Due to the separated lane design
of David Low Way, traffic access to the site is restricted from the south only. Vehicles are also limited to egress
to the north. This configuration supports in minimising conflict points for vehicles entering the traffic lane.
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Section 9
The driveway location will be in the same location as the existing crossover. Inspection of the driveway location
notes that good sight stopping distances are afforded to the south. Signed traffic speeds are posted as 40km/hr
with traffic speeds limited further by a raised calming device located approximately 70m away.
Vehicle crossovers would be constructed in concrete to the Noosa Council standards, the proposed pavement
of the internal carpark would be concrete. All pavements will be graded as such that runoff is directed to
stormwater inlets and to the ultimate point of discharge.
The carpark and driveway would be such that it complies with the Noosa Council and Australian standards for
roadworks design, turning movements for Medium Rigid vehicles and off-street parking.
STORMWATER DRAINAGE
It is expected that stormwater drainage management will be required as part of the development. This would
include quality control measures with treated stormwater runoff directed to the existing stormwater system
in the rear of the property and ultimately into the stormwater network in Rufous Street to the west.
Flooding
Flood mapping courtesy of the Noosa Council and provided in Appendix B indicates the site is not subject to
flooding from any sources.
The mapping demonstrates all defined major and extreme flood extents are limited to the Lake Weyba in the
north west.
Quantity
The objective of the stormwater management will be to limit the post-development, peak discharge to the
pre-development peaks in order to control flooding and erosion and to also limit nuisance. It is expected that
due to the impervious site area being slightly reduced, the post-developed conditions will remain the same
lessened and further detention will not be required.
The proposed stormwater drainage for the development is shown in plans 188-002-300 as part of Appendix A.
These plans demonstrate the proposed drainage system as well the reconnection to the infiltration system at
the rear western boundary.
Quality
The stormwater quality treatment measures will be designed to mitigate stormwater pollutants in accordance
with WSUD load reduction targets in Council’s Planning Scheme Policy for Development Works.
Page 9 of 13
2261 david low way, peregian beach, qld 4573 acn: 626 671 092 [email protected]
Section 10
The stormwater quality management objectives during the construction phase will be addressed in separate
Erosion and Sediment Control Plans (ESCP) prior to the commencement of works. The efficiency of the
Stormwater Quality Improvement Devices (SQIDs) will be modelled for efficiency and will consist of baskets
(SPEL Stormbaskets or similar) in the carpark gully inlets and bioretention systems in the landscaping design.
The proposed stormwater drainage for the development is shown in plans 188-002-400 to 402 as part of
Appendix A. These plans demonstrate the proposed drainage system discharging to the rear of the property
along with the drainage calculations and availability of landscaping area for the proposed bio-retention
systems.
SEWER RETICULATION
An existing sewer main is located along the western boundary. A 150mm diameter (u-PVC) pipe traverses the
property from the north to the south and flows towards the southern pump station in Rufous Street. Being a
proposed commercial development, the sanitary drainage from the property will connect into the manhole in
the south-west east corner of the site.
The existing sewer infrastructure is shown on the Assets map provided in Appendix C.
The proposed sewer drainage for the development is shown in plans 188-002-601 as part of Appendix A. These
plans demonstrate the proposed connection point of the sewer into the existing manhole.
WATER RETICULATION
An existing AC 100mm diameter main is located within the David Low Way road frontage on the eastern
boundary. The proposed connection will include a fire hydrant and water meter assembly in accordance with
the relevant plumbing code and hydraulic plans.
The proposed water connection for the development is shown in plans 188-002-501 and 502 as part of
Appendix A. These plans demonstrate the proposed connection point of the water and the proposed detail of
the system (subject to hydraulic design)
The existing water infrastructure is shown on the assets map provided in Appendix C.
Page 10 of 13
2261 david low way, peregian beach, qld 4573 acn: 626 671 092 [email protected]
Section 11
OTHER SERVICES
Electrical and Communications
New electrical and communications would be provided for the proposed development. Investigations show
that telecommunication services (Telstra and Optus) are located underground in the David Low Way road
reserve. NBN is also available in the same location.
An underground electrical service is also located in David Low Way in the north east corner of the site.
Overhead power is available from this location and runs along the frontage to the south. It is expected that
the connection locations and any additional infrastructure will be included as part of the detailed design by an
appropriate Electrical/Communications engineer.
All electrical and communication services would be provided in accordance with the relevant authority and
standards. The existing infrastructure is shown on the Optus and Telstra cable plans (Sequence Number:
206354846), the NBN network plan (Sequence Number: 206354843) and the Energex DBYD plan ((Sequence
Number: 206354842) provided in Appendix D.
Gas
No gas mains were identified in the vicinity as part of the service investigation undertaken for the site.
Page 11 of 13
2261 david low way, peregian beach, qld 4573 acn: 626 671 092 [email protected]
Section 12
CONCLUSION
The report has reviewed the engineering constraints identified as part of the proposed development. It is
generally in accordance with the Noosa Planning Scheme and other relevant standards and codes.
It is anticipated the report, when reviewed in conjunction with the planning report and the development plans;
will assist in supporting the application seeking approval for a Material Change of Use and Operational Works.
Yours Faithfully,
GLENN AINSWORTH
MIEAust CPEng NER RPEQ CPESC
BAX ENGINEERING PTY. LTD.
Ph: 0407 021 300
Page 12 of 13
2261 david low way, peregian beach, qld 4573 acn: 626 671 092 [email protected]
Section 13
REFERENCES
Civil Earthworks and Services Design
Prepared by Bax Engineering (Document No: 188-002-001 to 810) dated 14.11.21
Proposed Building Design
Prepared by Blackburn Jackson Architects (Document No: 1622-DA01 to DA09) dated 14.12.21
NC Council – Relevant Codes and Standards
Planning Scheme Codes
Planning Scheme Codes - Word Version – NoosaCouncil
DBYD – Service Locations
https://www.1100.com.au/
Queensland Globe – Site Mapping
https://qldglobe.information.qld.gov.au/
Page 13 of 13
2261 david low way, peregian beach, qld 4573 acn: 626 671 092 [email protected]
Section 14
APPENDIX A
Civil Design and Building Plans
Prepared by Bax Engineering and Blackburn Jackson Architects dated November and December, 2021
Section 15
INDUSTRIAL DEVELOPMENT
245 DAVID LOW WAY
BAX
Engineering PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
PEREGIAN BEACH QLD 4573 [email protected]
Operational Works Application
ALTUM
NORTH POINT
DRAWING SCHEDULE
INDEX
DRAWING
SHEET TITLE
GENERAL
188-002-001 COVER SHEET
188-002-002 GENERAL NOTES
DRIVEWAY & DRAINAGE WORKS
188-002-100 SITE LAYOUT PLAN
188-002-200 EARTHWORKS LAYOUT PLAN
188-002-201 EARTHWORKS SECTIONS
188-002-250 SEDIMENT & EROSION CONTROL PLAN
SITE LOCATION 188-002-251 SEDIMENT AND EROSION DETAILS
188-002-300 GRADING & DRAINAGE LAYOUT PLAN
188-002-301 PAVEMENT LAYOUT PLAN
188-002-302 SIGN & LINEMARKING LAYOUT PLAN
STORMWATER
188-002-400 DRAINAGE CATCHMENT LAYOUT PLAN
188-002-401 DRAINAGE LONGITUDINAL SECTION
188-002-402 DRAINAGE CALCULATIONS TABLE
WATER RETICULATION
188-002-500 WATER RETICULATION GENERAL NOTES
188-002-501 WATER RETICULATION LAYOUT PLAN
188-002-502 WATER RETICULATION DETAIL PLAN
SEWER RETICULATION
188-002-600 SEWER RETICULATION GENERAL NOTES
188-002-601 SEWER RETICULATION LAYOUT PLAN
MISCELLANEOUS
188-002-700 CONCRETE & JOINTING DETAILS
VEHICLE SWEPT PATH
188-002-800 SWEPT PATH LAYOUT PLAN SHEET 1 OF 5
188-002-801 SWEPT PATH LAYOUT PLAN SHEET 2 OF 5
188-002-802 SWEPT PATH LAYOUT PLAN SHEET 3 OF 5
188-002-803 SWEPT PATH LAYOUT PLAN SHEET 4 OF 5
188-002-810 SWEPT PATH LAYOUT PLAN SHEET 5 OF 5
LOCALITY PLAN
PRO ECT DESCRIPTION
PROPERTY DESCRIPTION PROJECT NAME:
LOT:
22 245 DAVID LOW WAY, PEREGIAN BEACH
PLAN: PROJECT NO:
P9315 188-002
REVISION DATE:
LOCAL AUTHORITY:
14.11.21
SUNSHINE COAST COUNCIL
LOCAL AUTHORITY APPROVAL NO:
PLAN ISSUE:
NA
FOR APPROVAL
Section 16
GENERAL EARTHWOR S ROADWOR S SEDIMENT AND EROSION
STORMWATER
·
·
·
·
·
·
LINEMAR ING
ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS
SERVICE PROVIDERS elstra Manual of Uniform Traffic Control Devices
BEFORE YOU DIG SERVICE LOCATIONS AGL
ERGON. AUSTRALIA
IT IS THE RESPONSIBILITY OF THE PRINCIPAL
ENERGY
energex ' yes' Telstra visionstream
CONTRACTOR TO CONTACT ALL RELEVANT origin OPTUS WARNING: OPTIC FIBRE NOTE: ALL SIGNS & LINE MARKING TO BE IN
SERVICE AUTHORITIES TO VERIFY THE NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
LOCATION OF ALL EXISTING SERVICES PRIOR PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
TO THE START OF CONSTRUCTION SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS.
BE CONFIRMED PRIOR TO START OF CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES.
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM GENERAL NOTES
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-002 REVISION A A1
Section 17
EXISTING LAYOUT PROPOSED LAYOUT
LEGEND:
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SITE LAYOUT PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-100 REVISION A A1
Section 18
LEGEND:
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM EARTHWORKS LAYOUT PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-200 REVISION A A1
Section 19
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM EARTHWORKS SECTIONS
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-201 REVISION A A1
Section 20
LEGEND:
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SEDIMENT & EROSION CONTROL PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-250 REVISION A A1
Section 21
STABILISED SITE ACCESS
SEDIMENT FENCE
BARRIER FENCE
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SEDIMENT AND EROSION DETAILS
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-251 REVISION A A1
Section 22
LEGEND:
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM GRADING & DRAINAGE LAYOUT PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-300 REVISION A A1
Section 23
LEGEND:
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM PAVEMENT LAYOUT PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-301 REVISION A A1
Section 24
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SIGN & LINEMARKING LAYOUT PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-302 REVISION A A1
Section 25
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM DRAINAGE CATCHMENT LAYOUT PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-400 REVISION A A1
Section 26
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM DRAINAGE LONGITUDINAL SECTION
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-401 REVISION A A1
Section 27
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM DRAINAGE CALCULATIONS TABLE
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-402 REVISION A A1
Section 28
NOTES: WATER
NORTH POINT
SITE LOCATION ≤
≤
LOCALITY PLAN
DRAWING SCHEDULE
number TITLE
WATER RETICULATION
188-002-500 WATER RETICULATION GENERAL NOTES
188-002-501 WATER RETICULATION LAYOUT PLAN
188-002-502 WATER RETICULATION DETAIL PLAN
SERVICE LOCATIONS
CLEARANCES BETWEEN WATER MAINS AND IT IS THE RESPONSIBILITY OF THE PRINCIPAL
CONTRACTOR TO CONTACT ALL RELEVANT
UNDERGROUND SERVICES SERVICE AUTHORITIES TO VERIFY THE
LOCATION OF ALL EXISTING SERVICES PRIOR
TO THE START OF CONSTRUCTION
≤ Manual of Uniform Traffic Control Devices
BEFORE YOU DIG
≤
NOTE: ALL SIGNS & LINE MARKING TO BE IN
ACCORDANCE WITH THE MANUAL OF
≤
UNIFORM TRAFFIC CONTROL DEVICES.
ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS
AGL SERVICE PROVIDERS elstra
ERGON. AUSTRALIA
≤ ENERGY
energex ' yes' Telstra visionstream
origin OPTUS WARNING: OPTIC FIBRE
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS. BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
SERVICE LOCATIONS ON 1100 FOR DETAILS.
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM WATER RETICULATION
DATUM:
GENERAL NOTES
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-500 REVISION A A1
Section 29
LEGEND:
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM WATER RETICULATION LAYOUT PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-501 REVISION A A1
Section 30
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM WATER RETICULATION DETAIL PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-502 REVISION A A1
Section 31
SEWER
NORTH POINT
SITE LOCATION
LOCALITY PLAN
DRAWING SCHEDULE
number TITLE
SEWER RETICULATION
188-002-600 SEWER RETICULATION GENERAL NOTES
188-002-601 SEWER RETICULATION LAYOUT PLAN
ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS
SERVICE PROVIDERS elstra Manual of Uniform Traffic Control Devices
BEFORE YOU DIG SERVICE LOCATIONS AGL
ERGON. AUSTRALIA
IT IS THE RESPONSIBILITY OF THE PRINCIPAL
ENERGY
energex ' yes' Telstra visionstream
CONTRACTOR TO CONTACT ALL RELEVANT origin OPTUS WARNING: OPTIC FIBRE NOTE: ALL SIGNS & LINE MARKING TO BE IN
SERVICE AUTHORITIES TO VERIFY THE NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
LOCATION OF ALL EXISTING SERVICES PRIOR PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
TO THE START OF CONSTRUCTION SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS.
BE CONFIRMED PRIOR TO START OF CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES.
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SEWER RETICULATION
DATUM:
GENERAL NOTES
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-600 REVISION A A1
Section 32
LEGEND:
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SEWER RETICULATION LAYOUT PLAN
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-601 REVISION A A1
Section 33
A
A -
-
A
-
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM CONCRETE & JOINTING DETAILS
DATUM:
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-700 REVISION A A1
Section 34
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SWEPT PATH LAYOUT PLAN
DATUM:
SHEET 1 OF 5
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-800 REVISION A A1
Section 35
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SWEPT PATH LAYOUT PLAN
DATUM:
SHEET 2 OF 5
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-801 REVISION A A1
Section 36
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SWEPT PATH LAYOUT PLAN
DATUM:
SHEET 3 OF 5
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-802 REVISION A A1
Section 37
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SWEPT PATH LAYOUT PLAN
DATUM:
SHEET 4 OF 5
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-803 REVISION A A1
Section 38
BAX
SCALE: SURVEYED: CLIENT: NORTH POINT TITLE:
ALTUM SWEPT PATH LAYOUT PLAN
DATUM:
SHEET 5 OF 5
PROJECT NO:
188-002
LOCAL AUTHORITY APPROVAL NO:
DATE
CHECKED
DRAWN
APPROVED:
GLENN AINSWORTH
CPESC No: 7678
RPEQ No: 19204
Engineering PTY. LTD.
PROJECT:
245 DAVID LOW WAY,
No. DATE REVISIONS BY CKD DESIGNED FOR AND ON BEHALF OF BAX ENGINEERING PTY. LTD.
2261 DAVID LOW WAY, PEREGIAN BEACH, QLD 4573
[email protected] PEREGIAN BEACH QLD 4573 PLAN No 188-002-810 REVISION A A1
Section 39
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PASSING LANE-
PROPOSED MIXED USE DEVELOPMENT,
245 DAVID LOW WAY, PEREGIAN BEACH
FLOOR PLANS
issue: 04 date : 14-12-21
1622-DA02
7) BUCKBURNEJ/CKSON
ARCHITECTURE
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd
| INTERIOR | PROJECT MANAGEMENT
Section 40
| | ! l ; gi Fal 5 ql 8 dl : 5 : i ‘ ‘i 5 EF l = ‘ : fe J a, \ : \ | ' \ \ | a | | i too ooo oe Poo ’ Cy eee eee ee “ Ce el comet Rien i zs 1 | 7 i = \ | | | __ on oy ee ! Il \ | | \ | \ | i LEVEL Be COVEN | EvELY ahve. a ROG TE See ee TTF RTD RS so 01 NORTH ELEVATION 03 EAST ELEVATION 1:100 1:100 02 SOUTH ELEVATION 04 WEST ELEVATION 1:100 1:100 PROPOSED MIXED USE DEVELOPMENT, ALTUM PROPERTY GROUP vie ote as BLICKBUINEJ/CMSON issue: 04 date : 14-12-21 245 DAVID LOW WAY, PEREGIAN BEACH ELEVATIONS 1622-DA03 ee NLL 1d specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd
Section 41
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PROPOSED MIXED USE DEVELOPMENT, ALTUM PROPERTY GROUP vie BH BLICKBUNEJ/C(SON
issue 04 date : 14-12-21
245 DAVID LOW WAY, PEREGIAN BEACH SECTION 1622-DA0L eee i”
Section 42
_ BOUNDARY.
BOUNDARY
BHT LIMIT = iS = 7 = ‘
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issue: 04 date : 14-12-21
MENT
245 DAVID LOW WAY, PEREGIAN BEACH SECTION 1622-DA05 i”
Section 43
APPENDIX B Flood Mapping Noosa Council Mapping [OCR of page images] APPENDIX B Flood Mapping Noosa Council Mapping
Section 44
Noosa Shire Council does not warrant the accuracy of information in this publication and 15/12/2021 any person using or relying upon such information does so on the basis that Noosa Shire Council shall bear no responsibility or liability whatsoever for any errors, faults, 1:18000 defects or omissions in the information.
Section 45
APPENDIX C
Water and Sewer Infrastructure
Unitywater Mapping
[OCR of page images]
APPENDIX C
Water and Sewer Infrastructure
Unitywater Mapping
Section 46
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Section 48
APPENDIX D
DBYD Plans
NC, Telstra, NBN, Optus and Energex Asset Reports
[OCR of page images]
APPENDIX D
DBYD Plans
NG, Telstra, NBN, Optus and Energex Asset Reports
Section 49
Sequence No: 206354841
Job No: 31088357
Location: 245 David Low Way, Peregian Beach, QLD 4573
Legend
Scale: 1:1000
Expires: 12 Jan 2022
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Noosa
Council nor PelicanCorp shall have any
liability whatsoever in relation to any
loss, damage, cost or expense arising
from the use of this plan response or the
information contained in it or the
completeness or accuracy of such
information. Use of such information is
Tile No: 1 subject to and constitutes acceptance of
these terms.
Plans generated 15 Dec 2021 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Noosa C (QLD) - Response Plan.docx (16 Mar 2021)
The text continues on section 50.