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Appendix D - Civil Engineering Report · MCU21/0175
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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
26 July 2022
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 LS 16903
Issue A 27/02/2020 Benjamin Moyle Lachlan Stephenson LS 16903
Issue B 29/04/2020 Benjamin Moyle Lachlan Stephenson LS 16903
DRAFT 09/07/2021 Sam Rowen Lachlan Stephenson LS 16903
Issue C 28/07/2021 Sam Rowen Lachlan Stephenson LS 16903
Issue D 16/12/2021 Sam Rowen Lachlan Stephenson LS 16903
Issue E 26/07/2022 Ben Tarrant Lachlan Stephenson 16903
Excellence with Economy in Engineering 1
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26 July 2022
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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26 July 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 6
4 SITE DATA 7
5 STORMWATER 7
6 EROSION AND SEDIMENT CONTROL 7
7 WATER SUPPLY 7
8 SEWER 8
9 ROADWORKS 8
10 EARTHWORKS 8
11 ELECTRICITY AND TELECOMMUNICATIONS 9
12 GAS 9
13 CODES 9
14 CONCLUSION 10
15 LIMITATONS OF REPORT 10
Excellence with Economy in Engineering 3
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26 July 2022 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\26-07-22 civil engineering report_issue e.docx
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26 July 2022
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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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
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.
Excellence with Economy in Engineering 6
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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).
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.
Excellence with Economy in Engineering 7
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26 July 2022
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.
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.
Excellence with Economy in Engineering 8
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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.
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.
Excellence with Economy in Engineering 9
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26 July 2022 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 l:\8000-8999\8200-8299\8293\reports\26-07-22 civil engineering report_issue e.docx
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Appendix 1
Architectural Plans
Excellence with Economy in Engineering 11
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Page 13
Rev. Date Description Iss. Appr.
A 27.07.21 DA ISSUE TJ PW
1 B
C
02.11.21
16.11.21
OFFICEWORKS OVERLAY
REVISED AISLE WIDTH
PW
PW
PW
PW
A-DA-2000 D
E
18.11.21
26.11.21
REVISED CENTRE AISLE
DA RFI
PW
PW
PW
PW
F 30.11.21 DA RFI PW PW
G 10.12.21 DA RFI TJ PW
3 H
I
16.05.22
18.05.22
DA RFI
BIO-RETENTION
PW
PW
PW
PW
A-DA-3000 J 07.06.22 WIP ELEVATIONS PW PW
K 10.06.22 WIP ELEVATIONS PW PW
L 17.06.22 WIP UPDATE PW PW
M 03.07.22 UPDATE ELEVATIONS PW PW
N 05.07.22 MOVE STAIR PW PW
IV E BIO-FILTER AREA 1: 22 m2
O 07.07.22 LANDSCAPE REVISION PW PW
Y DR P 12.07.22 ADJUST CARPARK PW PW
R HA
E
LT NT
WA
5113
ENA
4000
V 6200 5900 5900 6200
CO
AC
E NE
LA
9163
SP E
N IC
PE RV
0
480
T EO SE STAFF PARKING 4 CARS 3 MC
RIVA MRV
P MC 3
4 BIKES
PR
2 BIKES IV
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40
OP
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LOADING
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BINS
SP
7 AC
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HRV CO
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NA
NT
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2021 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
BIN prior consent is forbidden.
MC 2 File
X:\719\719154\_REVIT\_DA
EASEMENT 6
950m²
CARPARK 2
13 CARS FFL 8930
2 MC
13
2
A-DA-3000
4 BIKES
PWD
1 LIFT
55
(FUTURE
NT
KIOSK 20m²) LANDSCAPED
VENA
5400
BREAKOUT
21 ZONE
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29 4
SPAC
A-DA-3000
OPEN
20
6200
ATE
PRIV
RL 8930
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5400
2
2600
A-DA-2000
ARBOR
BIO-FILTER AREA 2: 18 m2 RL 8900
2600
5400
TROLLEY
48
47 39
BAYS
2600
SERVICE LANE
KERB
CARPARK 1 2600
55 CARS
6500
300 2600
13
OAD
Project
1 12
LOT 2
ER
2600 2600 2600 2600 600
5400
TROLLEY
EASEMENT
COMMERCIAL,
VAT
RL 8750
PRI
NOOSA BUSINESS
PEDESTRIAN
COVERED
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CENTRE
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ENTRY
00
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1
EXISTING FOOTPATH
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RL 8450
1
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6 BIKES
TURNAROUND
Project Number
2600 2600 2600 2600
719154
BAY
5400
MC 3 Status
FOR INFORMATION
1:
35
8
BIO-FILTER 1 Date Plotted
12-Jul-22 3:02:25 PM
RL 8300
AREAS 3: 15m2 Date Issued
12.07.22
GN N
Scale
SI LO
CARPARK 3
PY
0 2 4 8 12M
6500
15 CARS
3 MC Drawing Title
BIO-FILTER GROUND FLOOR PLAN
AREAS 4: 15m2
EX
Feature Landscape IST
IN
BIO-FILTER
G
FO
OT 15 AREAS 5 and 6: 9
PA
5m2 Each (Total 10m²)
5400
TH
2600 2600
2600 2600
1
A-DA-3000 Drawing Number Revision
A-DA-1000 P
2 GROUND FLOOR
A-DA-2000 1 : 200
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Page 14
Rev. Date Description Iss. Appr.
A 27.07.21 DA ISSUE TJ PW
B 10.12.21 DA RFI TJ PW
C 16.05.22 DA RFI PW PW
D 07.06.22 WIP ELEVATIONS PW PW
E 10.06.22 WIP ELEVATIONS PW PW
F 17.06.22 WIP UPDATE PW PW
1
A-DA-2000
3
A-DA-3000
NT
ENA
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AWNING BELOW
RIVA
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SP
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VE Do not scale this drawing. Verify all dimensions on site before commencing
NA any work. Copyright © 2021 Buchan. This drawing remains the property of
NT The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
File
X:\719\719154\_REVIT\_DA
965m²
RL 13930
2
A-DA-3000
LIFT
BALCONY
4
A-DA-3000
NT
VENA
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SPAC
OPEN
2
ATE
A-DA-2000
PRIV
Project
LOT 2
COMMERCIAL,
EASEMENT
NOOSA BUSINESS
CENTRE
Project Number
719154
Status
Date Plotted
17-Jun-22 2:57:07 PM
Date Issued
17.06.22
Scale
0 2 4 8 12M
Drawing Title
LEVEL 1 PLAN
Drawing Number Revision
1 A-DA-1001 F
A-DA-3000
1 LEVEL 01
A-DA-2000 1 : 200 Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Page 15
Rev. Date Description Iss. Appr.
A 27.07.21 DA ISSUE TJ PW
B 10.12.21 DA RFI TJ PW
C 07.06.22 WIP ELEVATIONS PW PW
D 10.06.22 WIP ELEVATIONS PW PW
E 17.06.22 WIP UPDATE PW PW
3
A-DA-3000 1
A-DA-2000
NT
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SP
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CO
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NA Do not scale this drawing. Verify all dimensions on site before commencing
NT
any work. Copyright © 2021 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
File
X:\719\719154\_REVIT\_DA
5.00°
5.00°
2
A-DA-3000
5.00°
5.00°
5.00°
4
A-DA-3000
3.00°
NT
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2
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A-DA-2000
PRIV
5.00°
Project
SITE
BOUNDARY LOT 2
COMMERCIAL,
NOOSA BUSINESS
EASEMENT
CENTRE
Project Number
719154
Status
DA
Date Plotted
17-Jun-22 2:59:00 PM
Date Issued
17.06.22
Scale
0 2 4 8 12M
Drawing Title
ROOF PLAN
Drawing Number Revision
1 A-DA-1002 E
A-DA-3000
1 ROOF
A-DA-2000 1 : 200
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Page 16
Rev. Date Description Iss. Appr.
A 28.07.21 DA ISSUE TJ PW
B 10.12.21 DA RFI TJ PW
C 07.06.22 WIP ELEVATIONS PW PW
D 10.06.22 WIP ELEVATIONS PW PW
E 17.06.22 WIP UPDATE PW PW
LEVEL 1 LEVEL 1
FFL 13.930 m FFL 13.930 m
GROUND FLOOR GROUND FLOOR
FFL 8.900 m FFL 8.900 m
Sun Shadow Sun Shadow
FFL 6.486 m FFL 6.486 m
1 SOUTH WEST ELEVATION
A-DA-1000 1 : 200
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2021 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
File
X:\719\719154\_REVIT\_DA
LEVEL 1 LEVEL 1
FFL 13.930 m FFL 13.930 m
GROUND FLOOR GROUND FLOOR
FFL 8.900 m FFL 8.900 m
2 NORTH WEST ELEVATION
A-DA-1000 1 : 200
LEVEL 1 LEVEL 1
FFL 13.930 m FFL 13.930 m
GROUND FLOOR GROUND FLOOR
FFL 8.900 m FFL 8.900 m
Sun Shadow Sun Shadow
FFL 6.486 m FFL 6.486 m
Project
3 SOUTH EAST ELEVATION
A-DA-1000 1 : 200
2 LOT 2
A-DA-2000
COMMERCIAL,
NOOSA BUSINESS
CENTRE
Project Number
719154
Status
Date Plotted
17-Jun-22 3:00:36 PM
Date Issued
17.06.22
Scale
0 2 4 8 12M
LEVEL 1 LEVEL 1 Drawing Title
FFL 13.930 m FFL 13.930 m
ELEVATION
GROUND FLOOR GROUND FLOOR
FFL 8.900 m FFL 8.900 m
Sun Shadow Sun Shadow
FFL 6.486 m FFL 6.486 m Drawing Number Revision
A-DA-3000 E
4 NORTH EAST ELEVATION
A-DA-1000 1 : 200
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Page 17
Rev. Date Description Iss. Appr.
A 24.05.22 CONCEPT PERSPECTIVES PW PW
B 07.06.22 WIP ELEVATIONS PW PW
C 10.06.22 WIP ELEVATIONS PW PW
D 17.06.22 WIP UPDATE PW PW
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2021 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
File
X:\719\719154\_REVIT\_DA
Project
LOT 2
COMMERCIAL,
NOOSA BUSINESS
CENTRE
Project Number
719154
Status
Date Plotted
17-Jun-22 3:02:50 PM
Date Issued
17.06.22
Scale
Drawing Title
Perspectives
Drawing Number Revision
SK-0004 D
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Page 18
Rev. Date Description Iss. Appr.
A 24.05.22 CONCEPT PERSPECTIVES PW PW
B 07.06.22 WIP ELEVATIONS PW PW
C 10.06.22 WIP ELEVATIONS PW PW
D 17.06.22 WIP UPDATE PW PW
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2021 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
File
X:\719\719154\_REVIT\_DA
Project
LOT 2
COMMERCIAL,
NOOSA BUSINESS
CENTRE
Project Number
719154
Status
Date Plotted
17-Jun-22 3:05:33 PM
Date Issued
17.06.22
Scale
Drawing Title
Perspectives
Drawing Number Revision
SK-0005 D
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Page 19
26 July 2022
Appendix 2
Site Survey
Excellence with Economy in Engineering 12
l:\8000-8999\8200-8299\8293\reports\26-07-22 civil engineering report_issue e.docx
Page 20
/ Client
/ Stockwell Development Group Pty Ltd
+ / /
/
/ Project
) J Noosa Civic, Noosaville
ri
/ ‘ * | ,
/
/
/
/ \
/ .
/ | 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
+ / . |
/ p+
/ ) 4
/ / ‘
/ ) / Horizontal Datum (MGA94)
/ / °
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+ / / /
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‘ / 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 —_]/— Telecom Manhole TMH
Underground Power ——UE — Fire Hydrant FH
Town Water —w— Gully Trap GT
Tree Line oY V™ Water Meter WM
Kerb K Water Valve Ww
A Channel Cc Floor Level FL
°o 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
C O V. J Telecom Pillar TCP Water Manhole WMH
. Roof Level RL Invert Level Sewer LS
Flag Pole FLG Elec Stay Pole SE
SP182845 Under Slab Level USC Traftic Light 7L
: Grease Trap GIR Traffic Light Camera TLC
\ Gutter Level GUT Surface Level Tiles SLT
+ \ ‘ ‘
\ 0.25dia |
=e \ 4.4 © © i i
~\ YA 0.3dia Notes and Disclaimers -
5 \ NX _ Every endeavour has been made to identify and measure the accurate location
SP222982 | \ \evi06 7 and depth of utility services however existing records obtained from the relevant
\ — / authorities may be incomplete or inaccurate. There may be no physical evidence
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.
/
* | Lc Channel Not Defined / ACN. 053 307 172
. \ 100 Ipswich Road,
\ Woolloongabba Q 4102
\ / Phone (07) 3239 5444
\ / .
\ y http://www.bfsurveys.com.au
| EmtC
2.60 *
; | RP2I5933 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.
227 | 034389.41 prey, | sawioslesetsss
| V:\034389\ACAData\03438941 .dwg Sheet of 6
Page 21
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ILSW/450
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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.
V:\034389\ACADatal03438941.dwg Sheet2 of 6
Page 22
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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
_ 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 23
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 24
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
Page 25
Page 26
Page 27
Page 28
Page 29
Page 30
Page 31
Page 32
Page 33
Page 34
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ENERGEX NON-STANDARD TRENCH DETAILS
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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, 11KV, 33KV
or HIOKV 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.
Proposed Underground Works Plan Validity
This included proposed works plan has the same period of validity as the
Energex maps &Energex 1es ponse, which is 28 Days.
The 28 days is effective from the Date of Response on the Energex DBYD
Response Coversheet.
It is the xesponsibility of the applicant to ensuze that valid plans are
maintained for the entire period of the proposed works
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INSTALL NEW 600KVA PMT, TIKV & LV CABLE, CONDUITS, PILLARS, PITS &
STREETLIGHTS
28 LOT C&I SUBDIVISION
Noosa civic
28 EENIE CREEK RD, NOOSAVILLE QLD 4566
Page 35
“This record provides details of ENERGEX proposed Underground Oe sumone
works tobe or being carried out inthe area of our DBYD request.
The cable voltages detailed may include, Low Voltage, KV. 33K. Orr stm
or I1OKV Transmission and Pilot (Fibre Optic) underground Q__rrorv:e0 wen
Cables. The details of the underground works plan provided, is for 2 Toei
information only asthe works may not be constructed a this time. avout us Once anncee
As the details shown on this works plan may differ from the final Deans tem
construction details, no responsibility is incurred by ENERGEX for @ eemcrsan
the accuracy or completeness ofthe information provided © pnoesacane usm
© vestccae as
Proposed Underground Works Plan Validity
‘This included prop oved works plan has the same peaiod of validity asthe
Enexgex maps EEnergRN won, Which i 26 Days
“The 25 days i effective from the Date of Response om the Energex DBYD.
Response Covesshee
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WALTER HAY DR PROPOSED SO0KVA PMT SC2220505 DETAIL
INSTALL NEW S00KVA PMT, 11kV & LV CABLE, CONDUITS, PILLARS, PITS &
STREETLIGHTS
23 LOT C&l SUBDIVISION
NOOSA CIVIC
28 EENIE CREEK RD, NOOSAVILLE QLD 4566
Page 36
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This record provides details of ENERGEX proposed Underground ve arenneren
works to be or being carried out in the area of your DBYD request. saiers
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‘The cable voltages detailed may include, Low Voltage, 11KV, 33KV
or 110KV Transmission and Pilot (Fibre Optic) underground
Cables. The details of the underground works plan provided, is for Sr Lehr irae Le
ae information only as the works may not be constructed at this time. x
aw No) 9 Fass As the details shown on this works plan may differ from the final BA past na SB
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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 2 days is effective from the Date of Response on the Energex DBYD
Response Coversheet.
Itis the responsibility of the applicant to ensure that valid plans are
maintained for the entize period of the proposed works
INSTALL NEW 500kVA PMT, 11kV & LV CABLE, CONDUITS, PILLARS, PITS& |
STREETLIGHTS
23 LOT C&l SUBDIVISION
OSA Cl
NOOSA CIVIC
28 EENIE CREEK RD, NOOSAVILLE QLD 4566
Page 37
© _Provosen ensacex reer comms O —prcrose0 rene @ _revcsty wien © ETC Atm © omerne cnc ten coms O enstnc tm Q — ewsrcison © proesen cau as amen © bwernccan is any <== pees once [ape canes fasTNGLNCPLLAR SITE LOCALITY @« a on o . a a a + x | Notice coves Pace Ou ‘This ecard prowices detaile of PNERGPY proposed Undergenuind works to be or being carried out in the area of your DBYD request. The cable voltages detailed may include, Low Voltage, 11KV, 33KV. or I10KV Transmission and Pilot (Fibre Optic) underground, Cables. The details of the underground works plan provided, is for asa soar information only as the works may not be constructed at this time. DESERET A @rvesoer sation dts no veansttly sand by ENERGES fo Se coercion the accuracy or completeness of the information provided. oe wateneten sey 98 FA orosco Pnivare LtTm@ Eh onernesin & ENS mere ma ana ariel ue ae maui ra ace Sawaurieat @OOO Proposed Underground Works Plan Validity This included proposed works plan has the same peziod 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 Lora Response Coversheet. se Itis the xespansibility of the applicant to ensue that valid plans are maintained for the entire petiod of the proposed works Densieers INSTALL NEW 500KVA PMT, 11kV & LV CABLE, CONDUITS, PILLARS, PITS & STREETLICHTS 23 LOT C&l SUBDIVISION Noosa civic a 28 EENIE CREEK RD, NOOSAVILLE QLD 456
Page 38
Notice
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‘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, 11KV, 33KV
or 110K Transmission and Pilot (Fibre Optic) underground
Cables. The details of the underground works plan provided,
information only as the works may not be constructed at U
for
ume.
© oaerneownecewmncsine
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As the details shown on this works plan may differ from the final
construction details, no responsibility is incurred by ENERGEX for
the accuracy er completeness of the information provided,
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Proposed Underground Works Plan Validit
This included proposed works plan has the same period of validity as the
Energex maps &Energex response, which is 28 Days.
Pus
The 28 days is effective from the Date of Response on the Energex DBYD
Response Coversheet. INSTALL NEW 00KVA PMT, 11KV & LV CABLE, CONDUITS, PILLARS, PITS &
STREETLIGHTS
Itis the xesponsibility of the applicant to ensuze that valid plans are
maintained for the entize peziod of the proposed works.
23 LOT C&l SUBDIVISION
Noosa civic
28 EENIE CREEK RD, NOOSAVILLE QLD 4566
Page 39
$1301229
SITE LOCALITY
Proposed Underground Works Plan Validity
This included proposed works plan has the same period of validity as the
Enengex maps & Energex response, which is 23 Days.
‘The 28 days is effective from the Date of Response on the Energex DBYD
Response Coversheet.
maintained for the entize period of the proposed works.
Notice It is the xesponsibility of the applicant to ensuxe that valid plans are
ENERGEX EASEMENT PLAN
of ENERGEX proposed Underground
out in the area of your DBYD request.
‘The cable voltages detailed may include, Low Voltage, 1IKV, 33KV
or HIOKV Transmission and Pilot (Fibre Optic) underground.
Cables. The details of the underground works plan provided, is
information only as the works may not be constructed at
i ON ~ INSTALL NEW S00KVA PMT, 11KV & LV CABLE, CONDUITS, PILLARS, PTS
time. U vi STREETLIGHTS
=) 23 LOT CB SUBDIVISION
NOOSA civic
28 EENIE CREEK RD, NOOSAVILLE QLD 4566
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.
Page 40
Page 41
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
Page 42
Moy My
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Used in these records
Appendix D - Civil Engineering Report.pdfRelated documentApplication case desk ↗
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