Council archive · source document
RFI - Appendix F Civil Engineering Report by MPN Consulting · MCU21/0175
CIVIL ENGINEERING REPORT
PROPOSED COMMERCIAL DEVELOPMENT
LOT 2, NOOSA BUSINESS CENTRE
WALTER HAY DRIVE, NOOSAVILLE
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 • Australia
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Page 2
16 December 2021
REVISION STATUS
MPN Reference No: 8293
Client: Stockwell
Site Address: Lot 2, Noosa Business Centre
Walter Hay Drive, Noosaville
Report Title: Civil Engineering Report
DOCUMENT CONTROL
Version Date Author Reviewer Approved RPEQ
DRAFT 31/01/2020 Benjamin Moyle Lachlan Stephenson 16903
Issue A 27/02/2020 Benjamin Moyle Lachlan Stephenson 16903
Issue B 29/04/2020 Benjamin Moyle Lachlan Stephenson 16903
DRAFT 09/07/2021 Sam Rowen Lachlan Stephenson 16903
Issue C 28/07/2021 Sam Rowen Lachlan Stephenson 16903
Issue D 16/12/2021 Sam Rowen Lachlan Stephenson 16903
Excellence with Economy in Engineering 1
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16 December 2021
EXECUTIVE SUMMARY
This report has been commissioned by Stockwell to support the Development Application for the
proposed commercial development at the Lot 2, Noosa Business Centre, Walter Hay Drive,
Noosaville.
This report addresses the following Engineering aspects of the proposed development:
• Topography
• Earthworks
• Water supply
• Sewerage
• Electricity and Telecommunications
• Roadworks.
Excellence with Economy in Engineering 2
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16 December 2021
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
6 EROSION AND SEDIMENT CONTROL 8
7 WATER SUPPLY 8
8 SEWER 8
9 ROADWORKS 9
10 EARTHWORKS 9
11 ELECTRICITY AND TELECOMMUNICATIONS 9
12 GAS 9
13 CODES 10
14 CONCLUSION 10
15 LIMITATONS OF REPORT 10
Excellence with Economy in Engineering 3
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16 December 2021 Table of Figures Figure 1 – Proposed Development 5 Figure 2 – Site Location 6 Table of Appendices Appendix 1 Architectural Plans 11 Appendix 2 Site Survey 12 Appendix 3 MPN Plans 13 Appendix 4 Energex and NBN DBYD Plans 14 Appendix 5 Noosa Shire Council Code Responses 15 Excellence with Economy in Engineering 4 l:\paige work\8293\16-12-21 civil engineering report_issue d.docx
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16 December 2021
1 PURPOSE
This Civil Engineering Report has been prepared as part of the Development Application for the
proposed commercial development at the Lot 2, Noosa Business Centre, Walter Hay Drive,
Noosaville.
2 INTRODUCTION
2.1 Project Description
The commercial development will consist of free-standing buildings for multiple tenancies, loading
dock / service area to the rear if the site and an on-grade car park to the front of the lot.
Access to the site will be via the existing internal road network of the Noosa Business Centre. Access
for the existing complex internal road network is from both Walter Hay Drive and Hofmann Drive.
The proposed Plan of Development is depicted on the architectural plans prepared by Buchan Group
attached in Appendix 1, with excerpt below.
Figure 1 – Proposed Development
Excellence with Economy in Engineering 5
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16 December 2021
3 SITE CHARACTERISTICS
3.1 Site location
The overall Noosa Business Centre site is located at 28 Eenie Creek Road, Noosaville and is formally
described as Lot 3 on SP246584.
The site is bounded by Walter Hay Drive to the North and East, and existing Commercial
developments to the South and West.
Figure 2 – Site Location
Excellence with Economy in Engineering 6
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16 December 2021
3.2 Topography and Existing Site Drainage
The majority of the site is clear of vegetation with a few landscaped pockets at the front of the
development site. An approximately 25m wide strip of trees exist adjacent Walter Hay Drive, 10m
width of the treed area is protected as an environmental protection zone, providing a buffer between
the development site and Walter Hay Drive.
A concrete access driveway adjacent to the development currently services the existing Emporium
showrooms, and connects to the Noosa Business Centre internal road network.
The site generally slopes to the Western corner of the site towards the existing internal road
network and access driveway servicing the site. During previous stages of development, the lot was
mounded and topsoil / mulch stockpiles centrally located to evenly discharge to all boundaries of the
proposed development.
Stormwater runoff from the existing site sheet flows in all directions from the previously mentioned
mound. Overland flow is collected in a shallow swale and by a field inlet in the South Eastern corner
of the site where is discharges along with the remainder of the site into the gully pits located in the
internal road of the Noosa Civic shopping centre. The shopping centre drainage system discharges
to the creek to the South of the site.
A copy of a survey plan for the site prepared by Bennett and Francis is attached in Appendix 2.
4 SITE DATA
Site data has been obtained from the following sources of information:
• Survey Data
• Noosa Shire Council
• Satellite imagery
• Relevant reports
• Dial Before You Dig (DBYD).
Excellence with Economy in Engineering 7
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16 December 2021
5 STORMWATER
The stormwater related aspects of the proposed development are detailed in the Stormwater
Management Plan prepared under separate cover.
6 EROSION AND SEDIMENT CONTROL
All erosion and sediment control devices will be designed and implemented in accordance IECA
guidelines and best practice engineering principles. Further detail on Erosion and Sediment Control
techniques and measures is contained within the Stormwater Management Plan prepared under
separate cover.
7 WATER SUPPLY
Review of the water network from the survey shows the following services:
• An existing reticulation water main runs along the internal road verge, in the easement, to
the North-West boundary of the proposed development.
A new connection from the existing water main located in the easement to the North-West will be
constructed. The size of the proposed water service and exact location will be determined in
consultation with the hydraulic consultant and Unitywater during the detailed design stage of the
development.
The existing and proposed water infrastructure in the vicinity of the site is shown on MPN Plan
8293-CP.1.01 attached in Appendix 3.
8 SEWER
Review of the sewer network from survey shows the following:
• An existing rising main collects flow from the Noosa Emporium and Noosa Civic shopping
centre and conveys sewerage within the easement located to the North-West of the
development site.
• An existing gravity sewer main exists within the car parking access road of the existing
Emporium showrooms to the North-West. It is proposed that this sewer will be extended
and used as the sewer connection for this development.
The proposed sewer is shown on MPN Plan 8293-CP.1.01 attached in Appendix 3. The depth and
location of the proposed sewer connection will be determined in consultation with the hydraulic
consultant and Unitywater during the detailed design stage of the development.
Excellence with Economy in Engineering 8
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Page 10
16 December 2021 9 ROADWORKS The development site will utilise the existing concrete driveway servicing the existing Emporium showrooms. The rear loading dock and carparking will have adequately sized driveway to ensure traffic is managed within the development site. As part of the development a portion of the existing internal concrete driveway will be cut back to provide separation between the proposed car park and through lanes of the driveway. A footpath connection will be provided to the shop fronts of the development, to allow continuation of pedestrian access through the Emporium showrooms. The proposed internal on-grade car parking and loading / services area layouts are depicted on the architectural plans prepared by Buchan Group attached in Appendix 1. All loading bays and car parks will be constructed in accordance with the relevant Noosa Shire Council and Australian Standards. 10 EARTHWORKS A preliminary levels plan showing the proposed site levels for the on-grade car park and building pad is shown on MPN Plan 8293-BE.1.01 attached in Appendix 3. The design and construction of earthworks will be in accordance with the recommendations of a geotechnical report along with AS 3798 – Guidelines on Earthworks for Commercial and Residential Developments. Any excavated material not suitable for fill will be removed from the site and disposed of appropriately in an approved landfill. 11 ELECTRICITY AND TELECOMMUNICATIONS The proposed development will be serviced for electricity and telecommunications services from the existing underground services constructed as part of the existing Emporium showroom development. The electrical and telecommunications services will be extended into the site to provide the required level of service. All works will be undertaken in accordance with the relevant authority’s requirements. The existing Energex and NBN infrastructure in the vicinity of the site is shown on the Energex and NBN DBYD Plans attached in Appendix 4. 12 GAS There is no existing gas infrastructure in the vicinity of the site. Excellence with Economy in Engineering 9 l:\paige work\8293\16-12-21 civil engineering report_issue d.docx
Page 11
16 December 2021
13 CODES
The following Noosa Shire Council Planning Codes have been addressed as part of this
development. These code responses are attached in Appendix 5.
• Earthworks;
• Roads and Drainage;
• Erosion and Sediment Control; and
• Water Sensitive Design.
14 CONCLUSION
This Civil Engineering Report demonstrates that under the proposed plans, the development will
be adequately serviced for 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.
A new water connection will be made to the existing water main to the North-West of the site.
The existing sewer main West of the site will be extended to service the new development.
Access to the site will be from the existing internal road network for the site. All internal roadworks
completed on site, will be undertaken in accordance with the relevant Noosa Shire Council and
Australian Standards.
All earthworks undertaken on site will be compliant with all relevant Australian Standards to
minimise environmental impacts.
15 LIMITATONS OF REPORT
MPN have prepared this report for the proposed commercial development at Lot 2, Noosa
Business Centre, Walter Hay Drive, Noosaville in accordance with MPN’s proposal to Stockwell.
This report is provided for the exclusive use of Stockwell 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 Stockwell.
Excellence with Economy in Engineering 10
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16 December 2021
Appendix 1
Architectural Plans
Excellence with Economy in Engineering 11
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Page 13
A Y 1
E RH A-DA-2000
A LT IVE 2
W DR A-OW-3001
RETAINING
WALL
BIO RETENTION BASIN 1 22 m2
300
T
AN TRENCH GRATE
EN
ALL
GW
300
OV
AININ
RET
EC
FALL
4500
300
DASHED LINE FOR ONE WAY ONLY
A C ROOF ABOVE
P PR
NS
0
STAFF CARBAYS 4 CARS
450
MRV
PE IV
45
RE
TA
A
EO
ININ
TE
00
ON G
A T LL MC 3 EW
AY
WA
LL
OP
IV WA
O
PR
ING NLY
TAIN
LOADING E N
BINS
RE 3 BIKES
13 SP
AC
HRV
AN
E E
EL CO
IC VE
RV
SE NA
A-1
3 BIKES
MC 2
BIN
NT
BUILDING 2
2600
EASEMENT 5
RE
5800
TA
FFL 8930
IN
IN
G
DASHED LINE FOR
W
AL
LEVEL ABOVE
L
UNDERCROFT
CARPARK
LIFT
13 CARS
2 MC STAIRS
1
6 ENTRY ENTRY ENTRY
STAIRS
TGSI
TGSI
TGSI SHOPFRONT
ONE WAY ONLY
7 LINE OF
8
2600 RL 8750
20 1
NT
BALCONY
OVER
A-OW-3001
TGSI
V E NA
BUILDING 1
2
21
2600
6100
FALL CARPARK 1 FALL
E CO
LINE OF
ARBOUR
60 CARS
RL 8750 FFL 8930
A-OW-3000 OVER
300
LOBBY
SPAC
4800
2
5400 1250 5400
41 50
OPEN
TGSI TGSI
TGSI TGSI TGSI 1:31 TGSI FALL
A-DA-2000
6200
ATE
6300 FALL
TROLLEY
1 51 60
SERVICE LANE
BAYS
PRIV
KERB
OAD
6500
FALL FALL 300
28 TGSI
00
SITE
63
DASHED
ER
BOUNDARY 40 29
RAMP
LINE
1.20
FOR
1:
EASEMENT 1 67
ROOF
ABOVE
VAT
1390
TRENCH GRATE TGSI
O/H
450
RETAINING WALL
BIO-RETENTION BASIN 2 RL 8450
EXISTING FOOTPATH 50 m2 RL 8600
PRI
RAMP 1.20
TURNAROUND
3
C
BAY
TGSI
M
1:
20
5.4m LONG CAR BAYS 8 EXISTING
INCLUDE 450mm VEHICLE 1 TREES
RA
OVERHANG BEYOND
M
P
1.
WHEELSTOPS FOR LOW
20
RL 8300 CARPARK 2 EXISTING
6600
HEIGHT VEGETATION. TGSI
15 CARS RL 8300 POLE NOTE
7 MC
EX
IST
IN
1-ROAD LEVELS/ FALL, DETAILS TO
G 15
MC 2
MC 2
FO 9 BE CONFIRMED BY CIVIL ENGINEER
OT
PA PYLON
TH
SIGN
TRENCH GRATE
2-LANDSCAPE AREA INDICATIVE.
BIO-RETENTION BASIN 3 REFER LANDSCAPED AREA TO
20 m2 LANDSCAPE ARCHITECTS
DRAWINGS
3-INTERNAL HEIGHTS SUBJECT TO
CHANGE.
STORMWATER REFER TO STRUCTURAL ENGINEER
1 EASEMENT
FOOTPATH LAYOUT
TO BE CONFIRMED
DRAWINGS
A-OW-3000 4- EGRESS INDICATIVE ONLY AND
SUBJECT TO CHANGE
Rev. Date Description Iss. Appr. Do not scale this drawing. Verify all dimensions on site before commencing Project Status Drawing Title
any work. Copyright © 2021 Buchan. This drawing remains the property of
A
B
27.07.21
02.11.21
DA ISSUE
OFFICEWORKS OVERLAY
TJ
PW
PW
PW
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden. LOT 2 COMMERCIAL, FOR INFORMATION
Date Plotted
10/12/2021 10:08:12
10:08:00 AM
C
D
16.11.21
18.11.21
REVISED AISLE WIDTH
REVISED CENTRE AISLE
PW
PW
PW
PW
File NOOSA BUSINESS CENTRE Date Issued
10.12.21
N
PROPOSED FLOOR PLAN
E 26.11.21 DA RFI PW PW
X:\719\719154\_REVIT\_DA Scale
F 30.11.21 DA RFI PW PW
G 10.12.21 DA RFI TJ PW
Project Number Drawing Number Revision Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
719154 A-DA-1000 G
Page 14
16 December 2021
Appendix 2
Site Survey
Excellence with Economy in Engineering 12
l:\paige work\8293\16-12-21 civil engineering report_issue d.docx
Page 15
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Overhead Power —v— Sewerage Manhole SMH
Sewerage Pipe —_s— Stormwater Manhole SWM
Stormwater Drain =—-SW— Telecom Connection Box TCB
Telecom Cable —_]/— Telecom Manhole TMH
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Tree Line oY V™ Water Meter WM
Kerb K Water Valve Ww
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°o Crown of Road CR Invert Level Stormwater /LSW
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Gas Valve GV Surface Level SL
Electricity Light Pole ELP Water Tap Wr
Electricity Manhole EMH Down Pipe DP.
Power Pole PP Street Sign SS
Traffic Sign TS Lip ZL
C O V. J Telecom Pillar TCP Water Manhole WMH
. Roof Level RL Invert Level Sewer LS
Flag Pole FLG Elec Stay Pole SE
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4,357 of the existence of a service and may be of nonconductive materials and therefore
not traceable. In this instance it was not practical to physically expose services for
visual identification and measurement. Services information compiled and shown
on this survey are subject to the limitations outlined above.
3.64
- The positions and dimensions of property boundaries have been compiled from
Identification survey 1S274197.
\
\ .
\ Bennett & Francis Pty. Ltd.
) Surveying, Cartography, Computing,
/ Mapping, Town Planning.
/
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\ Woolloongabba Q 4102
\ / Phone (07) 3239 5444
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| F.W. SRH Checked JPMW
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Client
Stockwell Development Group Pty Ltd
Project
Noosa Civic, Noosaville
Detail and Level Survey of part
of Part of Lot 3 on SP246584
Original Lot 29 on MCH390
Parish of Tewantin
County of March
Local Authority : Noosa Shire
Horizontal Datum (MGA94)
Datum for Levels (AHD Derived)
56522
Located in Production Street
RL 7.30m
Contour Interval - 0.25m
_ Sheet Layout
So \
Mery ZY
Z
LEGEND
Bore Water Line — Wwa— Electricity Pole EP
Fence (internal) =§5 ——v—— Electricity Connection Box ECB
Fence (External) Parking Sign PS
Gas Main —G— Pole Mounted Transformer PMT
Overhead Power —v— Sewerage Manhole SMH
Sewerage Pipe —_s— Stormwater Manhole SWM
Stormwater Drain =—-SW— Telecom Connection Box TCB
Telecom Cable —_7— Telecom Manhole TMH
Underground Power ——UE — Fire Hydrant FH
Town Water —wW— Gully Trap GT
Tree Line oY V™ Water Meter WM
Kerb K Water Valve Ww
Channel Cc Floor Level FL
Crown of Road CR Invert Level Stormwater /LSW
Edge of Bitumen B Ground Level GL
Gas Valve GV Surface Level SL
Electricity Light Pole ELP Water Tap Wr
Electricity Manhole EMH Down Pipe DP.
Power Pole PP Street Sign SS
Traffic Sign TS Lip ZL
Telecom Pillar TCP Water Manhole WMH
Roof Level RL Invert Level Sewer ILS
Flag Pole FLG Elec Stay Pole SE
Under Slab Level USC Traffic Light 7L
Grease Trap GIR Traffic Light Camera TLC
Gutter Level GUT Surface Level Tiles SLT
Notes and Disclaimers -
Every endeavour has been made to identify and measure the accurate location
and depth of utility services however existing records obtained from the relevant
authorities may be incomplete or inaccurate. There may be no physical evidence
of the existence of a service and may be of nonconductive materials and therefore
not traceable. In this instance it was not practical to physically expose services for
visual identification and measurement. Services information compiled and shown
on this survey are subject to the limitations outlined above.
The positions and dimensions of property boundaries have been compiled from
Identification survey 1S274197.
Bennett & Francis Pty. Ltd.
Surveying, Cartography, Computing,
Mapping, Town Planning.
ACN. 053 307 172
100 Ipswich Road,
Woolloongabba Q 4102
Phone (07) 3239 5444
http://www.bfsurveys.com.au
1:200
0 2 4 8 l2 I6 20
METRES.
Drawn ~=SRH Date 07/06/2019
F.W. SRH Checked JPMW
FB. 18-01 Approved Date
JPMW 07/06/2019
PLAN REF. © 2019. All rights reserved.
034389 41 Bennett and Francis
. ABN 49 446 453 598
Rev.
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SP246584
—
Stockwell Development Group Pty Ltd
Project
Noosa Civic, Noosaville
Detail and Level Survey of part
of Part of Lot 3 on SP246584
Original Lot 29 on MCH390
Parish of Tewantin
County of March
Local Authority : Noosa Shire
Horizontal Datum (MGA94)
Datum for Levels (AHD Derived)
56522
Located in Production Street
RL 7.30m
Contour Interval - 0.25m
_ Sheet Layout
Mery ZY
7
LEGEND
Bore Water Line — Wwa— Electricity Pole EP
Fence (internal) =§5 ——v—— Electricity Connection Box ECB
Fence (External) Parking Sign PS
Gas Main —G— Pole Mounted Transformer PMT
Overhead Power —v— Sewerage Manhole SMH
Sewerage Pipe —_s— Stormwater Manhole SWM
Stormwater Drain =—-SW— Telecom Connection Box TCB
Telecom Cable —_7— Telecom Manhole TMH
Underground Power ——UE — Fire Hydrant FH
Town Water —wW— Gully Trap GT
Tree Line oY V™ Water Meter WM
Kerb K Water Valve Ww
Channel Cc Floor Level FL
Crown of Road CR Invert Level Stormwater /LSW
Edge of Bitumen B Ground Level GL
Gas Valve GV Surface Level SL
Electricity Light Pole ELP Water Tap Wr
Electricity Manhole EMH Down Pipe DP.
Power Pole PP Street Sign SS
Traffic Sign TS Lip ZL
Telecom Pillar TCP Water Manhole WMH
Roof Level RL Invert Level Sewer ILS
Flag Pole FLG Elec Stay Pole SE
Under Slab Level USC Traffic Light 7L
Grease Trap GIR Traffic Light Camera TLC
Gutter Level GUT Surface Level Tiles SLT
Notes and Disclaimers -
Every endeavour has been made to identify and measure the accurate location
and depth of utility services however existing records obtained from the relevant
authorities may be incomplete or inaccurate. There may be no physical evidence
of the existence of a service and may be of nonconductive materials and therefore
not traceable. In this instance it was not practical to physically expose services for
visual identification and measurement. Services information compiled and shown
on this survey are subject to the limitations outlined above.
The positions and dimensions of property boundaries have been compiled from
Identification survey 1S274197.
Bennett & Francis Pty. Ltd.
Surveying, Cartography, Computing,
Mapping, Town Planning.
ACN. 053 307 172
100 Ipswich Road,
Woolloongabba Q 4102
Phone (07) 3239 5444
http://www.bfsurveys.com.au
1:200
0 2 4 8 l2 I6 20
METRES.
Drawn ~=SRH Date 07/06/2019
F.W. SRH Checked JPMW
FB. 18-01 Approved Date
JPMW 07/06/2019
PLAN REF. © 2019. All rights reserved.
034389 41 Bennett and Francis
. ABN 49 446 453 598
Rev.
V:\034389\ACADatal03438941.dwg Sheet3 of 6
Page 18
GL 10.99 9.69 Client Stockwell Development Group Pty Ltd Project Noosa Civic, Noosaville Detail and Level Survey of part of Part of Lot 3 on SP246584 Original Lot 29 on MCH390 Parish of Tewantin County of March Local Authority : Noosa Shire Horizontal Datum (MGA94) Datum for Levels (AHD Derived) 56522 Located in Production Street RL 7.30m Contour Interval - 0.25m _ Sheet Layout » = DI Mery ZY 7 LEGEND Bore Water Line — Wwa— Electricity Pole EP Fence (internal) =§5 ——v—— Electricity Connection Box ECB Fence (External) Parking Sign PS Gas Main —G— Pole Mounted Transformer PMT Overhead Power —v— Sewerage Manhole SMH Sewerage Pipe —_s— Stormwater Manhole SWM Stormwater Drain =—-SW— Telecom Connection Box TCB Telecom Cable —_7— Telecom Manhole TMH Underground Power ——UE — Fire Hydrant FH Town Water —wW— Gully Trap GT Tree Line oY V™ Water Meter WM Kerb K Water Valve Ww Channel Cc Floor Level FL Crown of Road CR Invert Level Stormwater /LSW Edge of Bitumen B Ground Level GL Gas Valve GV Surface Level SL Electricity Light Pole ELP Water Tap Wr \ Electricity Manhole EMH Down Pipe DP Power Pole PP Street Sign SS Traffic Sign TS Lip ZL Telecom Pillar TCP Water Manhole WMH Roof Level RL Invert Level Sewer ILS Flag Pole FLG Elec Stay Pole SE x Under Slab Level USC Traffic Light 7L ‘| Grease Trap GIR Traffic Light Camera TLC Gutter Level GUT Surface Level Tiles SLT Notes and Disclaimers - Every endeavour has been made to identify and measure the accurate location and depth of utility services however existing records obtained from the relevant authorities may be incomplete or inaccurate. There may be no physical evidence of the existence of a service and may be of nonconductive materials and therefore not traceable. In this instance it was not practical to physically expose services for visual identification and measurement. Services information compiled and shown on this survey are subject to the limitations outlined above. The positions and dimensions of property boundaries have been compiled from Identification survey 1S274197. Bennett & Francis Pty. Ltd. Surveying, Cartography, Computing, Mapping, Town Planning. ACN. 053 307 172 100 Ipswich Road, Woolloongabba Q 4102 Phone (07) 3239 5444 http://www.bfsurveys.com.au 1:200 0 2 4 8 12 16 20 METRES. Drawn _SRH Date 07/06/2019 F.W. SRH Checked JPMW F/B. 18-01 Approved Date JPMW 07/06/2019 PLAN REF. © 2019. All rights reserved. 034389 41 Bennett and Francis . Rev. ABN 49 446 453 598 V:\034389\ACADatal03438941.dwg Sheet4 of 6
Page 19
Client
Stockwell Development Group Pty Ltd
+
Project
Noosa Civic, Noosaville
00°g
Detail and Level Survey of part
of Part of Lot 3 on SP246584
Original Lot 29 on MCH390
Parish of Tewantin
County of March
Local Authority : Noosa Shire
Horizontal Datum (MGA94)
Datum for Levels (AHD Derived)
56522
Located in Production Street
RL 7.30m
Contour Interval - 0.25m
4
SP246584
_ Sheet Layout
Mery ZY
7
SP246584
LEGEND
Bore Water Line — Wwa— Electricity Pole EP
Fence (internal) =§5 ——v—— Electricity Connection Box ECB
Fence (External) Parking Sign PS
Gas Main —G— Pole Mounted Transformer PMT
Overhead Power —v— Sewerage Manhole SMH
Sewerage Pipe —_s— Stormwater Manhole SWM
Stormwater Drain =—-SW— Telecom Connection Box TCB
Telecom Cable —_7— Telecom Manhole TMH
Underground Power ——UE — Fire Hydrant FH
Town Water —wW— Gully Trap GT
Tree Line oY V™ Water Meter WM
Kerb K Water Valve Ww
Channel Cc Floor Level FL
Crown of Road CR Invert Level Stormwater /LSW
Edge of Bitumen B Ground Level GL
Gas Valve GV Surface Level SL
Electricity Light Pole ELP Water Tap Wr
Electricity Manhole EMH Down Pipe DP.
Power Pole PP Street Sign SS
Traffic Sign TS Lip ZL
Telecom Pillar TCP Water Manhole WMH
Roof Level RL Invert Level Sewer ILS
Flag Pole FLG Elec Stay Pole SE
Under Slab Level USC Traffic Light 7L
Grease Trap GIR Traffic Light Camera TLC
Gutter Level GUT Surface Level Tiles SLT
Notes and Disclaimers -
Every endeavour has been made to identify and measure the accurate location
and depth of utility services however existing records obtained from the relevant
authorities may be incomplete or inaccurate. There may be no physical evidence
of the existence of a service and may be of nonconductive materials and therefore
not traceable. In this instance it was not practical to physically expose services for
visual identification and measurement. Services information compiled and shown
on this survey are subject to the limitations outlined above.
The positions and dimensions of property boundaries have been compiled from
Identification survey 1S274197.
Bennett & Francis Pty. Ltd.
Surveying, Cartography, Computing,
Mapping, Town Planning.
ACN. 053 307 172
100 Ipswich Road,
Woolloongabba Q 4102
Phone (07) 3239 5444
http://www.bfsurveys.com.au
1:200
0 2 4 8 l2 I6 20
METRES.
Drawn ~=SRH Date 07/06/2019
F.W. SRH Checked JPMW
FB. 18-01 Approved Date
JPMW 07/06/2019
PLAN REF. © 2019. All rights reserved.
034389 41 Bennett and Francis
. ABN 49 446 453 598
Rev.
V:\034389\ACADatal03438941.dwg Sheet5 of 6
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nbn'©
LEGEND
Parcel and the location
Pit with size “5”
Power Pit with size “2E”.
Valid PIT Size: e.g. 2E, SE, GE, 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, "5S" and “9” are 20.0m apart.
10.0m
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
a __a oe 2
Page 31
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Page 33
Frewo. tO S1301229 seas © mvcsvianar viercore O Praveen Q_reresvizm © rmsmenener tenons O extn Q — vwwrmsisen © moist me © sere car sen aa eso venom manor SoTae fenlvnoute —— eae Waive ‘pncine ever Wwatemaure CD Prmosey si ma @ cxsmesumyAUae Preto ne rian @ rem uncre Scorer an - om © pustne racer > xovrsavrnow ® ovsueto rnc raasrover O ovemeno rae wv ony) fe sromenaraenve Notice D evoMEAO HY rEHMETON evecare This record provides details of ENERGEX proposed Underground Bsn ommcswrnione works to be or being carried out in the area of your DBYD request. nsec seroncose ‘The cable voltages detailed may include, Low Voltage, LIKV, 33KV tr LIOKY Teaneission and Plt (Hlee Opie underground G0; omcrominse Cables. The details of the underground works plan provided, is for FE prcomacr ims 0801 information only as the works may not be constructed at this time. espsasnicies [As the details shown on this works plan may differ from the final + samen construction details, no responsibility is incurred by ENERGEX for the accuracy or completeness of the information provided. . STREET UT SL LERO ENERGEX NON-STANDARD TRENCH DETARS RE ProroseD paar Lena EIA bistocsasen 8 pismasse 3G coven ensine seine C ecowtensmesse oro a8, ast LATE ‘oan tonureencn oan ws & earanns aha moon unk ene @ Seon ‘Gorton seat Proposed Underground Works Plan Validity eS rere MN SLP BAKE ‘This included proposed works plan has the same period of validity as the ware Energex maps &Energex response, which is 28 Days. Bee tae ‘The 28 days is effective from the Date of Response on the Energex DBYD Response Coversheet Itis the responsibility of the applicant to ensue that valid plans are maintained for the entire period of the proposed works. PILLAR CENTRED ON PILLAR OFFSET TO ONE ‘SHARED RP BOY SIDE OF SHARED RP BDY TO aR ARG GG SORE une WAEMAG MPS Pay 45 THN AEA A 4 THEY DOR CMFLRT MILETMEY SETS ft natant ACES) Ang RAMTEC Ess INSTALL NEW GOORVA PMT, TIRV 6 LV CABLE, CONDUITS, PILLARS, PITS & STREETUGHTS eV 23 LOT C&l SUBDIVISION: NOOSA CIVIC 28 EENIE CREEK RD, NOOSAVILLE QLD 4566
Page 34
Notice ‘This record provides details af ENERGEX proposed Underground works fo be or being carried out in the area of your DBYD request “The cable voltages detailed may include, Low Voltage, 11KV, 33KV. or HOKV Transmission and Pilot (Fibre Optic) underground Cables. The details of the underground works plan provided, is for information only as the works may not be constructed af this time, As the details shown on this works plan may differ from the final construction details, no responsibility is incurred by ENERGEX for the accuracy or completeness of the information provided. Proposed Underground Works Plan Validity ‘Th included poupoved works plan has the vane pest of validity a the Emerges mape Emerges ms porn, whieh b 23 Days, “The 28 days is effective rom the Date of Response a the Eaergex DBD Response Onvemheet 1th the msponsilly of the app Beant Wy ensue hat val plane ate aintsined for the entne prod of the pmposed woth, puanien oc © roma venex niece OD Prereseo ee QQ revosto ore 2 tustaa ena © creme cerer nme Oem QD vst ee © rarsco anc as ane © festag canes mans rere ncmcve wate — inlereore usr ovomean heatraoute ===> puewerensasron Pawo unseen oS OF mivesnne Ou mune someane prone SPAN PLA proms PL arn on Lak corer LP enn const THEA secon caumest sy sangeet OR EAD FOE TRANRR sm can PE Hy or oaseinrastvoun omens rnc noe iw vEmEsD We TeWATON vemena.y remmmaion ne eax smroveene ur wean roe. 95E4 ascot ms aN oScomerT ms Las LOk@v vescoe xs ovecnenga oe eaneearen sen 6 RET UT Fra LEN fasion saanges soe Se eons HE wove casts 560 eae a cee = ‘eon awit iter hon erent Pres tara & Beste omen @ Zann o cae Pte eerouxtng ee Svar propos ne, BSE PLATE ‘oun, wang Svea cD 19-0554 02 LV CABLE, CONDUITS, PILLARS, PITS & STREETLIGHTS: 23 LOT C&l SUBDIVISION NOOSA CIVIC 28 EENIE CREEK RD, NOOSAVILLE QLD 4566
Page 35
SITE LocALiTY. Notice This record provides details of ENERGEX proposed Underground works to be or being carried out in the area of your DBYD request. The cable voltages detailed may include, Low Voltage, LIKV, 33KV or 110K Transmission and Pilot (Fibre Optic) underground Cables. The details of the underground works plan provided, is for information only as the works may not be constructed at this time. As the details shown on this works plan may differ from the final construction details, no responsibility is incurred by ENERGEX for the accuracy or completeness of the information provided. oon ein © reescsnenex one cones OD Prerese0 ee Q@ reeves 2 taste © crrmmecerer nee es Oem nie vst tee © rersco amas ame © festag cams mons raros wornenav0 wate ~ Binet usr ovomea0 wana 1 room mansion perv enone ee wre euaann Brune @ewe wun soeune CO mos PT LAR case sami Smee ae worst ran © oremcu nun + om © mmcenretiet © emmereesen YE een saumenr erect © seneanracruntone O nemennraswvoun © senesprarteoen © emmemracenein > ovenean i remmane: > ovean ve remnsron 4B} ses acswroseH00 FE samen swrescseo comer SR scone ws ssc wane sens ‘TRE UT WEL LEN ese a oan “soar Se teen Ho cover vosm ose moment revi ne eerie @ Sanat ae trae esas oart > aren sietane ‘Ber honed Pram aut ‘art weve Bots ors sip mase Rian Steere rere one pase, (ee orm Proposed Underground Works Plan Validity This included proposed works plan has the same period of validity as the Energex maps &Energex response, which is 28 Days. ‘The 28 days is effective from the Date of Response on the Energex DBYD Response Coversheet. It is the responsibility of the applicant to ensuze that valid plans are maintained for the entire period of the proposed works. INSTALL NEW OOKVA PMT, 1TKV & LV CABLE, CONDUITS, PILLARS, STREETLIGHTS: 23 LOT C&l SUBDIVISION SA CIVIC Noo: 28 EENIE CREEK RD, NOOSAVILLE QLD 4566
Page 36
1301229 torr pe are orto Oe Prerost ose re aan (ener an STAG Sen Peres a0 ame es AME wa raros wornenav0 wate , Sinenoe | ++ @00-@0e- usr ovomea0 wana vvercoR Xo o¢ucman gee ® a | ramen unseen pet Wonca mui soma maresro nen eKuia rorosto NK LR ‘oesTMG LAR PLR Comercial put an ouster mecsesumest wesc sr oven ra TRUGFOR Notice avemeanraciv our ie oemeunracty oun Thic record provides dataile of PNFRG! works to be or being carried out in The cable voltages detailed may include, Low Voltage, 11KV, 33KV or HOKY Transmission and Pilot (Fibre Optic) underground (eeu Toman og roy enlaalartareeeme a Gi sreseeme information oaly as the works may not be constructed at this time San meae son icsen feed tetanic Go) ers oe construction details, no responsibility is incurred by ENERGEX for He OSCOWECT aes KLOSEDE oe eae eas aemeanracnva iv eMeAD Wo TeMATION oe aneearee sens ‘TRE UT WEL LEN 5 amin pean eens [Me tetera ne Ho cover vosm ose @ Sen revi ne eerie @ Dans a meme gucrt @ GUNTER. 1159 PUNT Sorin SED Lat BASE LATE ‘ni, nc ‘Ben tse avimace eres nome @ Rimewreas Strom ema sar & Sawawns, room This included proposed works plan has the same period of validity as the Energex maps & Energex response, which is 28 Days. ‘The 28 days is effective from the Date of Response on the Energex DBYD Response Coversheet. Itis the responsibility of the applicant to ensuze that valid plans are maintained for the entire pesiod of the proposed works INSTALL NEW SOOkVA PMT, 1TkV & LV CABLE, CONDUITS, PILLARS, PITS & STREETLIGHTS: 23 LOT CBI SUBDIVISION NOOSA CIVIC 28 EENIE CREEK RD, NOOSAVILLE QLD 4566
Page 37
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$1301229 Auten
This record provides details of E
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The cable vollagee detailed may inclade, Low Voltage, KV, 39KV / @ remrom
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Cables, The deals of the underground works plan provided. for / ¢ coca
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Asthe details shown om this works plan my differ from the final / Bose ie
construction details, no responsibility is incurred by ENERGEX for y ] — (© PRerasED Aa CAS asc
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Proposed Underground Works Plan Val
‘This included proposed works plan has the same period of validity as the
Energex maps sE nergex response, whichis 28 Days.
‘The 29 days is effective from the Date of Response on the Energex DBYD a
Response Coversheet INSTALL NEW SOOKVA PMT, 11KV
V CABLE, CONDUITS, PILLARS,
STREETLIGHTS:
Itis the responsibility of the applicant to ensuze that valid plans are - 23 LOT CBI SUBDIVISION
maintained for the entire petiod of the proposed works, } os NOOSACIIC | scee
Page 38
'$1301229
Proposed Underground Works Plan Validity
‘This ineluded proposed works plan has the same peziod of validity as the
Energex maps &Energex response, which is 23 Days.
‘The 28 days is effective from the Date of Response on the Energex DBYD
‘Response Coversheet.
Notice Itis the responsibility of the app licant to ensuze that valid plans are
maintained for the entire period of the proposed works.
This record provides details of ENERGEX proposed Underground
works to be oF being carried out in the area of your DBYD
The cable voltages detailed may include, Low Voltage, 1IKV, 3KV
ENERGEX EASEMENT PLAN
Cables The deal ofthe underprund werk plan povided i LAT
‘ ve details of the us in provided, is for INSTALL NEW SOOKVA PMT, 11KV & LV prs &
Infomation enya: the works may net be concrete ie J. S ae
ath dc how on th wk plan my fer he a ed zacor eu svenvston
construction details, no responsibility is incurred by ENERGEX for Noosa civic
the accuracy or completeness of the information provided 28 EENIE CREEK RD, NOOSAVILLE QLD 4566
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Used in these records
RFI - Appendix F Civil Engineering Report by MPN Consulting.pdfRelated documentApplication case desk ↗
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