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Civil Engineering Report
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CIVIL ENGINEERING REPORT
1 INTO 5 LOT SUBDIVISION
83 BULTER STREET
TEWANTIN QLD
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 • Australia
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Full text of sections 2 to 37 (of 58)
Section 2
3 March 2022 REVISION STATUS MPN Reference No: 9279 Client: Endeavour Foundation Site Address: 83 Butler Street, Tewantin Report Title: Civil Engineering Report DOCUMENT CONTROL Version Date Author Reviewer Approved RPEQ Issue A 03/03/2021 Sam Rowen Lachlan Stephenson 16903 Excellence with Economy in Engineering 1 l:\9000-9999\9200-9299\9279\report\03-03-22 civil engineering report_issue a.docx
Section 3
3 March 2022
EXECUTIVE SUMMARY
This report has been commissioned by Endeavour Foundation for the proposed one into five lot
subdivision at 83 Butler Street, Tewantin.
This report addresses the following Engineering aspects of the proposed development:
• Topography
• Flooding
• Stormwater Quality Management
• Stormwater Quantity Management
• Erosion and Sediment Control
• Water
• Sewer
• Roadworks
• Earthworks
• Electricity and Telecommunications
• Gas
• Codes
Excellence with Economy in Engineering 2
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Section 4
3 March 2022
Table of Contents
EXECUTIVE SUMMARY 2
1 PURPOSE 5
2 INTRODUCTION 5
2.1 Project Description 5
3 SITE CHARACTERISTICS 6
3.1 Site location 6
3.2 Topography and Existing Site Drainage 7
4 SITE DATA 7
5 STORMWATER 8
5.1 Lawful Point of Discharge 8
5.2 Flooding 8
5.3 Site Based Stormwater Management Plan 8
5.4 Operational Phase 8
5.5 Construction Phase (Sediment and Erosion Control) 9
6 WATER SUPPLY 12
7 SEWER 12
8 ROADWORKS 13
9 EARTHWORKS 13
10 ELECTRICITY AND COMMUNICATIONS 13
11 GAS 13
12 CODES 14
13 CONCLUSION 14
14 LIMITATIONS OF REPORT 15
Excellence with Economy in Engineering 3
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Section 5
3 March 2022 Table of Figures Figure 1 – Proposed Development 5 Figure 2 – Site Location 6 Table of Appendices Appendix 1 Proposed Subdivision Layout 16 Appendix 2 Survey 17 Appendix 3 MPN Plans 18 Appendix 4 Telstra DBYD Plans 19 Appendix 5 NBN DBYD Plans 20 Appendix 6 Energex DBYD Plans 21 Appendix 7 Noosa Shire Council Codes 22 Excellence with Economy in Engineering 4 l:\9000-9999\9200-9299\9279\report\03-03-22 civil engineering report_issue a.docx
Section 6
3 March 2022
1 PURPOSE
This Civil Engineering Report has been prepared in support of the proposed one into five lot
subdivision at 83 Butler Street, Tewantin.
2 INTRODUCTION
2.1 Project Description
The current proposal involves the reconfiguration of a lot at 83 Butler Street, Tewantin.
The development works will ensure the proposed lots are adequately serviced for site services
including water, sewer and stormwater.
The proposed lot layout is depicted on the subdivision proposal plan prepared by Focus on
Surveying attached in Appendix 1 and below.
Figure 1 – Proposed Development
Excellence with Economy in Engineering 5
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Section 7
3 March 2022
3 SITE CHARACTERISTICS
3.1 Site location
The site is located at 83 Butler Street, Tewantin and is formally known as lot 1 on RP864131.
The site is bound by Butler Street to the east, Ghostgum Court to the west and residential
allotments to the north, south and west.
Figure 2 – Site Location
Excellence with Economy in Engineering 6
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Section 8
3 March 2022
3.2 Topography and Existing Site Drainage
The site is currently occupied by a residential dwelling and ancillary structures. The site has a
moderate grass cover and contains a number of scattered trees.
The site generally falls from the south east to the north west from a high of RL8.80m AHD at the
south east site corner to a low of RL6.63m AHD at the north west site corner.
Stormwater runoff from the existing site sheet flows west across the site boundary into the
adjacent allotment and Ghostgum Court. The runoff also flows north east into the adjacent
allotment and Butler Street.
The site had a minor upstream catchment, from the adjacent property to the south, that sheet flows
over the southern boundary of the site.
There is an existing stormwater pit and easement in the south west corner of the site.
A copy of the survey plan prepared for the site prepared by Focus on Surveying is attached in
Appendix 2.
4 SITE DATA
Site data has been obtained from the following sources of information:
• Noosa Shire Council Interactive Mapping
• Noosa Shire Council (NSC)
• Unitywater Interactive Mapping
• Dial Before You Dig (DBYD)
• Discussions with relevant authorities
• Relevant reports
• Satellite imagery
• Survey plans
Excellence with Economy in Engineering 7
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Section 9
3 March 2022
5 STORMWATER
5.1 Lawful Point of Discharge
The lawful point of discharge for the proposed subdivision is the existing stormwater pit in the
south west corner of the site, the Ghostgun Court road reserve and the Butler Street road reserve.
5.2 Flooding
Noosa Shire Council overlay mapping indicates that the site is not subject to flooding from any
sources.
5.3 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 site runoff from the developed site 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.
5.4 Operational Phase
5.4.1 Proposed Site Drainage
Stormwater runoff from the proposed development will be collected and conveyed in a new internal
private pit and pipe network.
The existing stormwater pit located in the south west corner of the site will service lot 4.
Lots 1, 3 and 5 will be serviced from existing kerb adapters located in Ghostgum Court and Butler
Street.
A new kerb adapter will be provided to service lot 2 as per Noosa Shire Council requirements.
The proposed stormwater infrastructure is shown on MPN Plan 9279 -DA.01 attached in Appendix
3.
Excellence with Economy in Engineering 8
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Section 10
3 March 2022
5.4.2 Stormwater Quantity Management Strategy
The existing case where stormwater discharges via sheet flow will be improved as roofwater from
the future houses will discharge to the stormwater infrastructure located at the south east
boundary of the site, the Ghostgum Court kerb and the Butler Street Kerb. Therefore, no
stormwater detention will be required as part of the development in accordance with the Noosa
Shire Council Infrastructure Design Planning Scheme Policy.
5.4.3 Stormwater Quality Management Strategy
The development does not involve six or more lots, therefore the development does not trigger the
water quality requirements of the State Planning Policy July 2017. As a result, no water quality
improvement devices are proposed as part of this development.
The future residential developments on the new lots will incorporate ‘best management practice’
such as roofwater first flush diverters and landscape swales, wherever possible, to minimise
impacts and satisfy water quality requirements.
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 license 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 laden
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:
o Limitation of 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.
o Install and maintain appropriate sediment fences around construction areas.
o Divert clean stormwater runoff, using catch drains, around construction areas to
existing or new stormwater drainage system.
o Install sandbags and other pollution containment devices around stormwater
drains and any other locations where required to prevent sediment entering the
trunk stormwater system.
Excellence with Economy in Engineering 9
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Section 11
3 March 2022
o Cover open earth/ soil areas progressively (with concrete slabs and pavements or
mulch) to minimise areas of bare earth/ soil.
o Any stockpiles of excavated soil and demolition/ construction waste must be
located where risk of erosion and sedimentation is minimal, and must be protected
from wind and water erosion.
o 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.
o Provision of spill/ pollution control equipment that is readily accessible to clean up
spills and leaks.
o Ensure spill/ pollution control measures are available and maintained in working
condition.
o 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.
o Implement an inspection schedule for any spill or leaks of any potential polluting
areas or activities.
5.5.4 Erosion and 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.
Excellence with Economy in Engineering 10
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Section 12
3 March 2022
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 licenses, 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.
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.
Excellence with Economy in Engineering 11
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Section 13
3 March 2022
6 WATER SUPPLY
Inspection of the water network from Unitywater Interactive Mapping and DBYD plans shows the
following services in the vicinity of the site:
• An existing 100mm dia uPVC reticulation water main in the eastern verge of Ghostgum
Court along the frontage of the site.
• An existing 200mm dia AC reticulation water main in the western verge of Butler Street
along the frontage of the site.
• An existing water connection to the site from the water main in Butler Street near the
south east corner of the site.
Is it proposed to retain the existing water meter on Butler Street to service lot 3. New water meters
to service lots 1 and 2 will be provided from the existing water main in Butler Street. New water
meters to service lots 4 and 5 will be provided from the existing water main in Ghostgum Court.
The existing and proposed water infrastructure in the vicinity of the site is shown on MPN Plan
9279 – DA.01 attached in Appendix 3.
7 SEWER
Inspection of the sewer network from Unitywater Interactive Mapping and DBYD plans shows the
following services in the vicinity of the site:
• An existing 150mm dia uPVC sewer reticulation main running east to west along the site’s
southern boundary
• An existing manhole near the southern boundary of the site
• An existing 150mm dia uPVC sewer reticulation main running south to north in the
adjacent site to the north
• An existing sewer property connection for the adjacent property to the south from the
manhole located near the southern boundary of the site
• An existing sewer property connection servicing the existing property from adjacent
property crossing over the western boundary
It is proposed to connect and extend the existing sewer mains that are within the vicinity of the site
to service the development. Details of the proposed sewer main extension will be developed in
consultation with Unitywater.
The existing and proposed sewer infrastructure in the vicinity of the site is shown on MPN Plan
9279 – DA.01 attached in Appendix 3.
Excellence with Economy in Engineering 12
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Section 14
3 March 2022 8 ROADWORKS The existing asphalt crossover off Butler Street will be removed and the verge reinstated in accordance with Noosa Shire Council requirements. New driveways will be constructure with the future building works suit the building layout. No new driveways are to be constructed with the proposed subdivision. The existing crossover location is shown on the subdivision plan prepared by Site Surveys attached in Appendix 2. All roadworks will be designed and constructed in accordance with the relevant Noosa Shire Council and Australian Standards. 9 EARTHWORKS It is not proposed to undertake any earthworks as part of the reconfiguration of a lot. Any minor earthworks to create a level pad for the buildings and the new retaining walls will be undertaken as part of the building works. The design and construction of the earthworks will be undertaken in accordance with AS 3798 – Guidelines on Earthworks for Commercial and Residential Developments. Any excavated material not suitable for reuse as fill will be removed from the site and disposed of appropriately in an approved landfill. All filling operations will be completed under level 1 geotechnical supervision. As no excavations are proposed to expose subsoil at or below RL 5.0m, the development is not subject to the State Planning Policy July 2017 and consequently, will not require an Acid Sulfate Soil investigation to be undertaken as part of the Development Application. 10 ELECTRICITY AND COMMUNICATIONS The proposed development will be serviced for electricity and telecommunications from the existing overhead and underground infrastructure in Butler Street and Ghostgum Court. All works will be undertaken in accordance with the appropriate authority and Australian Standards. The existing Telstra, NBN and Energex underground infrastructure in the vicinity of the site is shown on the DBYD plans attached in Appendix 4, 5 and 6 respectively. 11 GAS There are no reticulation gas mains located on the vicinity of the site. If gas is required to service the site, APA will need to be contacted to arrange a connection to the site. Excellence with Economy in Engineering 13 l:\9000-9999\9200-9299\9279\report\03-03-22 civil engineering report_issue a.docx
Section 15
3 March 2022
12 CODES
The following Noose Shire Council Planning Codes have been addressed as part of this
development. The code responses are attached in Appendix 7.
• Roads and Drainage
• Erosion and Sediment Contro
• Earthworks
• Water Sensitive Design
13 CONCLUSION
This Civil Engineering Report demonstrates that under the proposed plans, the lots will be
adequately serviced for stormwater, sewer and water from the proposed connections to the
infrastructure mains. Electricity and telecommunications will be provided to the lots with
connections undertaken in accordance with the requirements of the relevant authorities.
Stormwater detention and treatment will not be required as part of the development in accordance
with the Noosa Shire Council Planning Scheme Policy and State Planning Policy July 2017.
Stormwater will be collected and conveyed in a new pit and pipe network that outlets to the
existing stormwater network to the south west of the site, in the Ghostgum Court road reserve and
the Butler Street road reserve.
The existing water meter on Butler Street will be retained to service Lot 3. New water meters to
service lots 1 and 2 will be provided from the existing water main in Butler Street. New water
meters to service lots 4 and 5 will be provided from the existing water main in Ghostgum Court.
It is proposed to connect and extend the existing sewer mains that are within the vicinity of the site
to service the development. Details of the proposed sewer main extension will be developed in
consultation with Unitywater.
The existing asphalt crossover off Butler Street will be removed and the verge reinstated in
accordance with Noosa Shire Council requirements.
As no excavation is proposed to expose subsoil at or below RL 5.0m, the development would not be
subject to the State Planning Policy July 2017 and consequently there is no requirement for an
Acid Sulfate Soil investigation to be undertaken as part of the Development Application.
The development will be serviced for electricity and telecommunications via new connections to
the existing overhead and underground infrastructure in Butler Street and Ghostgum Court.
There are no reticulation gas mains located on the vicinity of the site. If gas is required to service
the site, APA will need to be contacted to arrange a connection to the site.
Excellence with Economy in Engineering 14
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Section 16
3 March 2022 14 LIMITATIONS OF REPORT MPN have prepared this report for the proposed development at 83 Butler Street, Tewantin in accordance with MPN’s proposal to Endeavour Foundation. This report is provided for the exclusive use of Endeavour Foundation 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 Endeavour Foundation. Excellence with Economy in Engineering 15 l:\9000-9999\9200-9299\9279\report\03-03-22 civil engineering report_issue a.docx
Section 17
3 March 2022
Appendix 1
Proposed Subdivision Layout
Excellence with Economy in Engineering 16
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Section 18
Endeavour Foundation
COURT
PROPOSED RECONFIGURATION
CREATING LOTS 1-5
Canceling Lot 1 on RP864131
being 83 Butler Street, Tewantin
Scale: 1:400 at A3
Locality: Tewantin
GUM
Datum: AHD vide PSM193478
RL: 4.064 LGA: Noosa Shire Council
GHOST Contour Int: 0.25m Cadfile: FSC-305.RAL.01 A
A FOR PLANNING REPORT CS 17-11-21 MP
Issue Description Drw Date Appd
T
STREE
NOTES
(i) This plan was prepared for the purpose and exclusive use of
ENDEAVOUR FOUNDATION to accompany an application to NOOSA SHIRE
COUNCIL for approval to reconfigure the land described in this plan and is not to be
used for any other purpose or by any other person or corporation.
Focus on Surveying Pty Ltd accepts no responsibility for any loss or damage
5
suffered howeverso arising to any person or corporation who may use or rely on
this plan in contravention of the terms of this clause or clauses (ii),(iii) or (iv) hereof.
1
(ii) The contours shown in this plan are suitable only for the purposes of this
application. The accuracy of the contours has not been verified and no reliance
should be placed upon such contours for any other purpose other than the purpose
of this application for reconfiguration.
(iii) The dimensions, areas, number of lots, size and location of improvements &
flood information (if shown) are approximate only and may vary.
(iv) This plan may not be copied unless these notes are included.
Legend
2 Site Boundary
Proposed Easement
(For Access & Services)
4
5 0 10 20m
SCALE 1:400
R
3
BUTLE
w www.focussurvey.com.au
e [email protected] ph 3338 5095
a Suite 6, 214 Waterworks Road . Ashgrove . QLD . 4060
a Unit 4b,115a Point Cartwright Drive . Buddina . QLD . 4575
Sheet No.
1 of 1
Dwg. No. Issue
FSC-305.RAL.01 A
Section 19
3 March 2022
Appendix 2
Survey
Excellence with Economy in Engineering 17
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Section 20
Endeavour Foundation
COURT
SITE BENCHMARK
Screw in Kerb
RL 6.33
Detail Survey of
83 Butler Street, Tewantin
Described as Lots 1, 2 and 16 on RP864131
Scale: 1:200 at A1
Datum: AHD vide PSM193478 Locality: Tewantin
ROAD RL: 4.064 LGA: Noosa Shire
Contour Int: 0.25m Cadfile: FSC-305.DET.01 A
STREET
SITE BENCHMARK
Screw in Kerb
· RL 6.61
A INITIAL ISSUE SSD 14.10.21 MP
Issue Description Drw Date Appd
16
RP864131
The title boundaries shown hereon were not marked at the time of survey
and have been compiled from previous survey.
Services shown hereon have been located where possible by field survey.
2
Prior to any demolition, excavation or construction on the site, the relevant
authority should be contacted for possible location of further underground
services and detailed locations of all services.
RP864131
UM
TG
·
OS
GH
SITE BENCHMARK
Screw in Kerb
RL 6.50
1
RP864131
·
·
0 12
6
m
BUTLER
SCALE 1:200 (A1)
SITE BENCHMARK
Screw in Kerb
RL 8.86
w www.focussurvey.com.au
e [email protected] ph 3338 5095
a Suite 6, 214 Waterworks Road. Ashgrove . QLD . 4060
Sheet No. Surveyed By: Date Surveyed:
1 of 1 RWB 11.10.21
Dwg. No. Issue
FSC-305.DET.01 A
Section 21
3 March 2022
Appendix 3
MPN Plans
Excellence with Economy in Engineering 18
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Section 22
EXISTING
LEGEND PROPOSED
W
PROPERTY BOUNDARY
SW
S
N
5.00 CONTOUR 5.00
BUILDING
CONCRETE
EXISTING 150mm uPVC SEWER
T
EDGE OF BITUMEN
SW
S
N
KERB AND CHANNEL
E
W
SW STORM WATER MAIN
W
W WATER MAIN
T
T
N S SEWER MAIN S
SW
S S
S
T TELECOMMUNICATIONS
E
W
E U/G ELECTRICITY
W
O/H ELECTRICITY
T
N
T
FENCE
SW
S
II
N
RW RW ROOFWATER RW RW
E
W
KERB ADAPTER
W
T
T
TREE
SW
S
N
II II
II
E
II II
II
II
II
II
II
W
EXISTING 100mm uPVC WATERMAIN
W
T
T
II II
II
II
II
II
II
II
II
N
N BEST MANAGEMENT PRACTICE STORMWATER QUALITY
S
N
N
E
MANAGEMENT TO BE INCORPORATED INTO THE
W
II
N
II
DEVELOPMENT, WHERE POSSIBLE.
W
T
T
S
PAVEMENT LEGEND
N
E
W
ASSUME SUBGRADE 3%
II
II
W
EXISTING SEWER MAIN SUBJECT TO GEOTECHNICAL TESTS / PAVEMENT
T
T
AVAILABLE FOR EXTENTION TO DESIGN & AUTHORITY APPROVALS (DEPTHS OF GRAVEL
S
N
E SERVICE NEW LOTS. SUBJECT PAVEMENT ARE PROVISIONAL)
E
W
T
TO DETAILED DESIGN AND
II
W
II APPROVAL BY UNITYWATER. DEEP LIFT ASPHALT
T
E
T
EXISTING KERB ADAPTER TO BE T
RETAINED TO SERVICE LOT 5 RW RW RW
EXISTING KERB ADAPTER TO BE
N
E
W
RETAINED TO SERVICE LOT 1
II
W
RW RW RW
TURF TO VERGE
T
T
RW
NEW WATER METER AND
N
SERVICE TO SERVICE LOTS 4
E
W
AND 5 TO UNITYWATER
W
T
REQUIREMENTS
II
T
LOT 1
N
E
W
NEW WATER METER AND
W
SERVICE TO SERVICE LOT 1 TO
W
T
T
UNITYWATER REQUIREMENTS
N
E
W
W W
TE TE RW RW RW NEW KERB ADAPTER WITH
T
II
LOT 5 125mm x 75mm RHS ROOFWATER
WALL
EXISTING STRUCTURES ON SITE TO BE
W
DEMOLISHED. FOLLOWING COMPLETION OF THE PIPE TO SERVICE LOT 2. REFER
TO IPWEA STANDARD DRAWING
N
DEMOLITION WORKS, EVENLY GRADE BUILDING
RET
T
PADS SO NO PONDING OF STORMWATER. STABILISE RS-081
ITH TOTAL GROUND CONTROL OR APPROVED
LOT 2
W
EQUIVALENT.
WALL
EXISTING DRIVEWAY TO BE
N
T
II REMOVED. KERB, ASPHALT
RET
ROAD SURFACE AND TURF TO
W
BE REINSTATED.
LOT 4
N
WALL
T
II
W
EXISTING SEWER PROPOERTY
RET
NEW WATER METER AND
N
CONNECTION TO CAPPED AND SERVICE TO SERVICE LOT 2 TO
T
DISUSED AS PER UNITYWATER'S UNITYWATER REQUIREMENTS
REQUIREMENTS. LOT 3
W
C 03.03.22 PRELIMNIARY ISSUE SR LS
N
B SR LS
II
06.12.21 PRELIMNIARY ISSUE
EXISTING WATER METER TO BE
T
LS
RETAINED TO SERVICE LOT 3 A 25.11.21 PRELIMNIARY ISSUE SR
S ISSUE DATE AMENDMENT BY APP
W
S
EXISTING
S
150mm
S
uPVC SEWER
S S
S
S
∅
S S S S COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
N
RW RW RW WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
SW SW SW SW
II
II
II
II
CONSULTING PTY LIMITED 2018 ©
II
II
T N
T N EXISTING KERB ADAPTER TO BE
W W TW RETAINED
W
T TO SERVICE LOT 3
N
EXISTING SEWER N
W
PROPERTY CONNECTION
TO ADJACENT PROPERTY ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
LOT 4 ROOFWATER TO BE
CONNECTED TO EXISTING CLIENT:
W
NOT FOR CONSTRUCTION
ROOFWATER PIT
EXISTING 200mm AC WATERMAIN
EXISTING SEWER MAIN AVAILABLE FOR
ENDEAVOUR FOUNDATION
EXTENTION TO SERVICE NEW LOTS. 1 INTO 5 LOT SUBDIVISION
SUBJECT TO DETAILED DESIGN AND
W
APPROVAL BY UNITYWATER.
83 BUTLER STREET TEWANTIN
W W W W QLD, 4565
W
PRELIMINARY
SERVICES CONNECTION PLAN
DESIGN: SR DRAWN: JCM SCALES: AS SHOWN
W
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 5 10 12.5 9279 DA.01 C
SCALE 1:250 (A1) 1:500 (A3)
PRELIMINARY
Section 23
3 March 2022
Appendix 4
Telstra DBYD Plans
Excellence with Economy in Engineering 19
l:\9000-9999\9200-9299\9279\report\03-03-22 civil engineering report_issue a.docx
Section 24
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9. 30A
5
For all Telstra DBYD plan enquiries - Sequence Number: 204850971
email - [email protected]
For urgent onsite contact only - ph 1800 653 935 (bus hrs) CAUTION: Fibre optic and/ or major network present
TELSTRA CORPORATION LIMITED A.C.N. 051 775 556
in plot area. Please read the Duty of Care and
contact Telstra Plan Services should you require
Generated On 04/11/2021 09:56:56 any assistance.
The above plan must be viewed in conjunction with the Mains Cable Plan on the following page
WARNING - Due to the nature of Telstra underground plant and the age of some cables and records, it is impossible to ascertain the precise location of all Telstra plant from Telstra's plans. The accuracy and/or
completeness of the information supplied can not be guaranteed as property boundaries, depths and other natural landscape features may change over time, and accordingly the plans are indicative only.
Telstra does not warrant or hold out that its plans are accurate and accepts no responsibility for any inaccuracy shown on the plans.
It is your responsibility to locate Telstra's underground plant by careful hand pot-holing prior to any excavation in the vicinity and to exercise due care during that excavation.
Please read and understand the information supplied in the duty of care statement attached with the Telstra plans. TELSTRA WILL SEEK COMPENSATION FOR LOSS CAUSED BY DAMAGE TO ITS PLANT.
Telstra plans and information supplied are valid for 60 days from the date of issue. If this timeframe has elapsed, please reapply for plans.
Page 1 of 2
Section 26
Mains Cable Plan N
W E
S
RK
YBA
ING
STR
M
TGU
S
GHO
ST
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(BA)
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OC[10mm] (AA)
1xP28 SUBDUCTS (AA)
3002:AH-AJ/1-12 12F/- SMOF FNPEHJ (AA1)
c3:M801-900 200 CPIUT (BA)
100DEAD
2xOC (BA)
ER
NAK
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OC[16mm](AA
SPIN
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---
c3:M801-900 200 CPIUT (BA)
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39
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A100 OC[23mm] (AA)
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AA BA
BA1
100DEAD
0m 10m 20m OC[32mm]
30m 40m 50m 60m (BA)
A100 1xP28 SUBDUCTS (BA)
3002:AH-AJ/1-12 12F/- SMOF FNPEHJ
For all Telstra DBYD plan enquiries - Sequence Number: 204850971
email - [email protected]
For urgent onsite contact only - ph 1800 653 935 (bus hrs) CAUTION: Fibre optic and/ or major network present
TELSTRA CORPORATION LIMITED A.C.N. 051 775 556
in plot area. Please read the Duty of Care and
contact Telstra Plan Services should you require
Generated On 04/11/2021 09:56:57 any assistance.
WARNING - Due to the nature of Telstra underground plant and the age of some cables and records, it is impossible to ascertain the precise location of all Telstra plant from Telstra's plans. The accuracy and/or
completeness of the information supplied can not be guaranteed as property boundaries, depths and other natural landscape features may change over time, and accordingly the plans are indicative only.
Telstra does not warrant or hold out that its plans are accurate and accepts no responsibility for any inaccuracy shown on the plans.
It is your responsibility to locate Telstra's underground plant by careful hand pot-holing prior to any excavation in the vicinity and to exercise due care during that excavation.
Please read and understand the information supplied in the duty of care statement attached with the Telstra plans. TELSTRA WILL SEEK COMPENSATION FOR LOSS CAUSED BY DAMAGE TO ITS PLANT.
Telstra plans and information supplied are valid for 60 days from the date of issue. If this timeframe has elapsed, please reapply for plans.
Page 2 of 2
Section 27
3 March 2022
Appendix 5
NBN DBYD Plans
Excellence with Economy in Engineering 20
l:\9000-9999\9200-9299\9279\report\03-03-22 civil engineering report_issue a.docx
Section 28
To: Sam Rowen Phone: Not Supplied Fax: Not Supplied Email: [email protected] Dial before you dig Job #: 30831983 Sequence # 204850969 Issue Date: 03/11/2021 Location: 83 Butler Street , Tewantin , QLD , 4565 Indicative Plans
Section 29
LEGEND Parcel and the location Pit with size “5” Power Pit with size “2E”. Valid PIT Size: e.g. 2E, SE, 6E, SE, 9E, E, null. Manhole Pillar Cable count of trench is 2. One “Other size” PVC conduit (PO) owned by Telstra (-T-), between pits of sizes, “S” and “S" are 25.0m apart. One 40mm PVC conduit (P40) owned by NBN, between pits of sizes, “5” and “9” are 20.0m apart. 2 Direct buried cables between pits of sizes ,"5" and "9" are 10,0m apart. Trench containing any INSERVICE/CONSTRUCTED (Copper/RF/Fibre) cables. Trench containing only DESIGNED/PLANNED (Copper/RF/Fibre/Power) cables. Trench containing any |NSERVICE/CONSTRUCTED (Power) cables. BROADWAY ST Road and the street name “Broadway ST” Scale 0 20 40 60 Meters 1:2000 lees
Section 30
Emergency Contacts You must immediately report any damage to the nbn™ network that you are/become aware of. Notification may be by telephone - 1800 626 329.
Section 31
3 March 2022
Appendix 6
Energex DBYD Plans
Excellence with Economy in Engineering 21
l:\9000-9999\9200-9299\9279\report\03-03-22 civil engineering report_issue a.docx
Section 32
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 204850968
Date: 04/11/2021
Scale: 1:1025
OVERVIEW
1 2
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
3 4
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex 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
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 04/11/2021 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Section 33
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 204850968
Date: 04/11/2021
Scale: 1:500
Tile No: 1
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex 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
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 04/11/2021 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Section 34
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 204850968
Date: 04/11/2021
Scale: 1:500
Tile No: 2
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex 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
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 04/11/2021 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Section 35
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 204850968
Date: 04/11/2021
Scale: 1:500
Tile No: 3
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex 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
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 04/11/2021 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Section 36
Paper size A3 Map has been designed to be reproduced in colour
All underground cables shall be treated as being energised. Where a cable is located that is For Emergency Situations
not represented on the ENERGEX DBYD map, then ENERGEX shall be contacted immediately. please call 13 19 62
DBYD
Sequence: 204850968
Date: 04/11/2021
Scale: 1:500
Tile No: 4
For a full list of Map
Symbols, please
refer to the supplied
DBYD Symbology
Legend page
AS5488 Category “D” Plan
DISCLAIMER: While reasonable
measures have been taken to ensure the
accuracy of the information contained in
this plan response, neither Energex 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
This output provides details of the ENERGEX electrical network. As variations map exist no responsibility is incurred by ENERGEX for the subject to and constitutes acceptance of
accuracy or completeness of the information provided. Exact positions of cables and electrical connectivity should be confirmed on site. these terms.
Plans generated 04/11/2021 by Pelicancorp TicketAccess Software | www.pelicancorp.com AU.Energex (QLD) - Response Plan.docx (03 Sep 2021)
Section 37
3 March 2022
Appendix 7
Noosa Shire Council Codes
Excellence with Economy in Engineering 22
l:\9000-9999\9200-9299\9279\report\03-03-22 civil engineering report_issue a.docx
The text continues on section 38.