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Civil Engineering Report_Issue C · MCU21/0175
CIVIL ENGINEERING REPORT
PROPOSED SHOWROOM EXPANSION
AT NOOSA EMPORIUM
WALTER HAY DRIVE, NOOSAVILLE
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 • Australia
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28 July 2021 REVISION STATUS MPN Reference No: 8293 Client: Stockwell Site Address: Noosa Emporium, 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 Excellence with Economy in Engineering 1 l:\8000-8999\8200-8299\8293\reports\28-07-21 civil engineering report_issue c.docx
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28 July 2021
EXECUTIVE SUMMARY
This report has been commissioned by Stockwell to support the Development Application for the
proposed showroom expansion development at the Noosa Emporium located at 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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28 July 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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28 July 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:\8000-8999\8200-8299\8293\reports\28-07-21 civil engineering report_issue c.docx
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28 July 2021
1 PURPOSE
This Civil Engineering Report has been prepared as part of the Development Application for the
proposed showroom expansion development at the Noosa Emporium located at Walter Hay Drive
Noosaville.
2 INTRODUCTION
2.1 Project Description
The showroom expansion development will consist of a free-standing building 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 Civic shopping 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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3 SITE CHARACTERISTICS
3.1 Site location
The overall Noosa Civic 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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28 July 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 being retained 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 Civic shopping 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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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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28 July 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:\8000-8999\8200-8299\8293\reports\28-07-21 civil engineering report_issue c.docx
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28 July 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 Emporium showroom extension development at
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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Appendix 1
Architectural Plans
Excellence with Economy in Engineering 11
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1 2 3 4 5 6 7 8 9 10 11 12
11134 4595 6300 8500 8500 8500 8500 8500 8500 8500 7730
DEVELOPMENT SCHEDULE
A Y 1 GROUND 2675 m2
E RH A-DA-2000 SHOWROOM BUILDING 1 1720 m2
A LT IVE 2
W DR
SHOWROOM BUILDING 2 955 m2
A-DA-3001 LEVEL 1 1300 m2
RETAINING
BIO RETENTION BASIN 1 22 m2
WALL
OFFICE 1300 m2
300
T
AN TRENCH GRATE
EN
AL L
GW
300
OV
AININ
RET
EC
FALL
4500
300
DASHED LINE FOR ONE WAY ONLY
A C ROOF ABOVE
00 SP PR TOTAL 3975 m2
0
30 ACK N
450
STAFF CARBAYS 4 CARS 2 MC IV
PE
45
RE
SRV DASHED LINE FOR
B MC 2 TA
A
EO
ININ
T AWNING ABOVE
TE
00
ON
A-2
G
SE T WA
EW
IV A W AL
L BIN BIN BIN BIN
AY
LL
OP
O CARS PROVIDED 94 75 CARS
PR
ING NLY
RE
TAIN
EGRESS EGRESS EGRESS
E N 4 STAFF CAR BAYS
BIN
MRV
SP 12 STAFF CAR BAYS
AC
8500
BIN
PLANT 3 FROM MC
NE E
A CO [RATIO (4 MC = 1 CAR)]
BIN
IC EL 12
RV HRV VE
B-2 SE
MC 2 BUILDING 2 EGRESS
NA
NT
A-1 MOTORCYCLES 13
2600
SHOWROOM
7392
DASHED LINE FOR
EASEMENT 5
RE
5800 ROOF ABOVE
8500
TA
IN
955 m2
IN
G
DASHED LINE FOR
C-2
W
FFL 8930
AL
LEVEL ABOVE
L
UNDERCROFT
STAFF CARPARK B-1
8194
LIFT
12 CARS
2 MC
8500
STAIRS
1
D-2
6 ENTRY ENTRY ENTRY
2550
C-1
STAIRS
E-2
TGSI
TGSI
TGSI SHOPFRONT
ONE WAY ONLY
7 2600 RL 8750
1
8500
LINE OF
8 20 3
NT
SET 000
BALCONY
OVER
A-DA-3001
TGSI
V E NA
BAC
K
2 D-1
21
2600
BUILDING 1
5800
FALL CARPARK 1 FALL
E CO
60 CARS 300
RL 8750
TROLLEY
A-DA-3000 SHOWROOM 170
BAYS
300
8500
SPAC
41 50 GFA 1720 m2 4500
2
5400 1800 5400
excl airlock
E-1
OPEN
FFL 8930
LOBBY
TGSI TGSI
TGSI TGSI TGSI 1:31 TGSI FALL
A-DA-2000
6200
ATE
6300
8500
FALL
1
SERVICE LANE
PRIV
51 60
KERB
F-1
OAD
5800
FALL FALL 300
28
8500
TGSI
SITE 7 BIKES DASHED
ER
BOUNDARY 40 29
00
RAMP
LINE
1.20
FOR
60
1:
G-1
EASEMENT 1 67
ROOF
ABOVE
VAT
2226
TGSI
TRENCH GRATE RETAINING WALL
4703
BIO-RETENTION BASIN 2
RL 8600
H-1
EXISTING FOOTPATH 50 m2 RAMP 1.20
PRI
TURNAROUND
1
C
BAY
TGSI
M
1:
20
3000 LOW -HEIGHT VEGETATION IN
1
8 EXISTING
K EASEMENT AND BIO-RETENTION AREAS TREES
SETBAC
RA
M
P
1.
20
RL 8300 CARPARK 2 EXISTING
6600
TGSI
15 CARS RL 8300 POLE NOTE
9 MC
EX
IST
IN
1-ROAD LEVELS/ FALL, DETAILS TO BE CONFIRMED
G 15
MC 9
MC 6
FO 9 BY CIVIL ENGINEER
OT
PA PYLON
TH
SIGN
TRENCH GRATE
2-LANDSCAPE AREA INDICATIVE. REFER
BIO-RETENTION BASIN 3 LANDSCAPED AREA TO LANDSCAPE ARCHITECTS
SETBACK
20 m2 DRAWINGS
3000
3-INTERNAL HEIGHTS SUBJECT TO CHANGE.
REFER TO STRUCTURAL ENGINEER DRAWINGS
STORMWATER 4- EGRESS INDICATIVE ONLY AND SUBJECT TO
1 EASEMENT
FOOTPATH LAYOUT
TO BE CONFIRMED
CHANGE
A-DA-3000
Rev. Date Description Iss. Appr. Do not scale this drawing. Verify all dimensions on site before commencing Project Status Drawing Title
any work. Copyright © 2020 Buchan. This drawing remains the property of
A 27.07.21 DA ISSUE TJ PW The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden. PROPOSED SHOWROOMS LOT 2, FOR INFORMATION
Date Plotted
27/07/2021 6:16:53
6:16:49 PM
File NOOSA CIVIC SHOWROOM PRECINCT Date Issued
27.07.21
N
PROPOSED FLOOR PLAN
Scale
Project Number Drawing Number Revision Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
719154 A-DA-1000 A
Page 14
28 July 2021
Appendix 2
Site Survey
Excellence with Economy in Engineering 12
l:\8000-8999\8200-8299\8293\reports\28-07-21 civil engineering report_issue c.docx
Page 15
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Detail and Level Survey of part
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County of March
Local Authority : Noosa Shire
Horizontal Datum (MGA94)
Datum for Levels (AHD Derived)
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Elec Stay Pole
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Gutter Level
Notes and Disclaimers -
Every endeavour has been made to identify and measure the accurate location
and depth of utlty services however existing records obtained from the relevant
Authorities may be incomplete or inaccurate. There may be no physical evidence
Of the existence ofa service and may be of nonconductive materials and therefore
‘ot traceable. In this instance it was nat practical to physically expose services for
visual identification and measurement. Services information compiled and shown
/ on this survey are subject tothe imitations outlined above.
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Identification survey 18274197,
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
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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.
Bore Water Line = —We—
Fence (Internal)
Fence (External)
Stormwater Drain
Telecom Cable r— Telecom Manhole Tied
Underground Power —VE— Fire Hydrant FH
Town Water —w— Gully Trap or
Tree Line WD tater Meter wn
Kerb Water Valve w
Channel C Floor Level fL
Crown of Road oR asM
Edge of Bitumen 8 Gk
Gas Valve ev st
Electricity Light Pole ELP wr
Electricity Manhole EMH oP
Power Pole PP Ss
Trafic Sign TS L
Telecom Pillar Tce Water Manhole wis
Roof Leve RL Invert Level Sewer us
Flag Pole FL Elec Stay Pole SE
Under Siob Level usc Tratfie Light 7
Grease Trap GIR ‘Traffic Light Camera ne
Gutter Level GUT Surface Level Tiles SUT
Notes and Disclaimers -
Every endeavour has been made to identify and measure the accurate location
and depth of utlty services however existing records obtained from the relevant
Authorities may be incomplete or inaccurate. There may be no physical evidence
Of the existence ofa service and may be of nonconductive materials and therefore
‘ot traceable. In this instance it was nat practical to physically expose services for
visual identification and measurement. Services information compiled and shown
on this survey are subject tothe imitations outlined above.
‘The positions and dimensions of property boundaries have been compiled from
Identification survey 18274197,
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
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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.
LEGEND
Bore Water Line = —We—
Fence (Internal)
Fence (External)
Telecom Cable r— Telecom Manhole Tied
Underground Power —VE— Fire Hydrant FH
Town Water —w— Gully Trap or
Tree Line WD tater Meter wn
Kerb Water Valve w
Channel C Floor Level fL
Crown of Road oR asM
Edge of Bitumen 8 Gk
Gas Valve ev st
Electricity Light Pole ELP wr
Electricity Manhole EMH oP
Power Pole PP Ss
Trafic Sign TS L
Telecom Pillar Tce Water Manhole wis
Roof Leve RL Invert Level Sewer us
Flag Pole FL Elec Stay Pole SE
Under Siob Level USC Traffic Light TL
Grease Trap GIR ‘Traffic Light Camera ne
Gutter Level GUT Surface Level Tiles SUT
Notes and Disclaimers -
Every endeavour has been made to identify and measure the accurate location
and depth of utlty services however existing records obtained from the relevant
Authorities may be incomplete or inaccurate. There may be no physical evidence
Of the existence ofa service and may be of nonconductive materials and therefore
‘ot traceable. In this instance it was nat practical to physically expose services for
visual identification and measurement. Services information compiled and shown
on this survey are subject tothe imitations outlined above.
‘The positions and dimensions of property boundaries have been compiled from
Identification survey 18274197,
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
6 2 2 6 20
METRES
Drawn SRH aie (07/06/2019
FW SRH racked JPM
FI. 16-01 ‘approved Date
JPMW 07/06/2019
PLAN REF.
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"Vi0s4 S60 ACADSISOS#S004T avg ‘Sheet’ of 6
Page 18
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. Bore Water Line & Fence (Jn ECB PS PMT Su sim 708 Telecom Manhole mM Underground Power —VE— Fire Hydrant FH Town Water —w— Gully Trop or Treeline Water Meter wm Kerb Water Valve w Ghann Floor Level fL Invert Level Stormwater ILSW Gos Valve \ | Etectricity tight Pote wr \ | Electricity Monhole oP Power Pole Ss Trafic Sign L Telecom Pillar Water Manhole wis Roof Leve Invert Level Sewer us Flag Pole Elec Stay Pole SE + | Under Siab Level Trathie Light 7 Grease Trap on Tratfic Light Camera ne Gutter Level GUT Surface Level Tiles SUT Notes and Disclaimers - Every endeavour has been made to identify and measure the accurate location and depth of utlty services however existing records obtained from the relevant Authorities may be incomplete or inaccurate. There may be no physical evidence Of the existence ofa service and may be of nonconductive materials and therefore ‘ot traceable. In this instance it was nat practical to physically expose services for visual identification and measurement. Services information compiled and shown on this survey are subject tothe imitations outlined above. ‘The positions and dimensions of property boundaries have been compiled from Identification survey 18274197, 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 ok 4 4 e a 2 Drawn SRH Oete 07/06/2019 FW SRH racked IPNW. Fm 4801 ‘aed ba JPMW 07/06/2019 “A 034389.41 Row \ "Vi0s4 S60 ACADSISOS#S004T avg ‘Sheet of 6
Page 19
00's.
4
SP246584
3
SP246584
Client
Stockwell Development Group Pty Ltd
Project
Noosa Civic, Noosaville
Detail and Level Survey of part
of Part of Lot 3 on SP246564
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.
&
ECB
PS
PMT
Su
sim
Stormwater Drain 708
Telecom Cable Telecom Manhole Tied
Underground Power —VE— Fire Hydrant FH
Town Water —w— Gully Trop or
Treeline Water Meter wm
Kerb Water Valve w
Ghann Floor Level fL
Invert Level Stormwater ILSW
men Gk
Gos Valve st
Electricity Light Pole wr
Electricity Manhole oP
Power Pole Ss
Trafic Sign L
Telecom Pillar Water Manhole wis
Roof Leve Invert Level Sewer us
Flag Pole Elec Stay Pole SE
Under Siob Level Trattic Light 7
Grease Trap on Tratfic Light Camera ne
Gutter Level GUT Surface Level Tiles SUT
Notes and Disclaimers -
Every endeavour has been made to identify and measure the accurate location
and depth of utlty services however existing records obtained from the relevant
Authorities may be incomplete or inaccurate. There may be no physical evidence
Of the existence ofa service and may be of nonconductive materials and therefore
‘ot traceable. In this instance it was nat practical to physically expose services for
visual identification and measurement. Services information compiled and shown
on this survey are subject tothe imitations outlined above.
‘The positions and dimensions of property boundaries have been compiled from
Identification survey 18274197,
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
ok 4 4 e a 2
Drawn SRH Oete 07/06/2019
FW SRH racked IPNW.
Fm 4801 ‘aed ba
JPMW 07/06/2019
“A 034389.41
Row
"Vi0s4 S60 ACADSISOS#S004T avg ‘Sheets 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
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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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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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