Council archive · source document
RFI - Appendix B Civil Engineering Report · MCU22/0038
Very large file (17.1 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
MPN CONSULTING PTY LIMITED
STRUCTURAL AND CIVIL ENGINEERS
Level 5, 39 Sherwood Road, Toowong, Qld, 4066
P O Box 328, Toowong, Qld, 4066
Phone 61 7 3335 4555
Email [email protected]
Web www.mpnc.net.au
ABN 39 062 191 799
File: 8662
13 May 2022
Noosa Shire Council
PO Box 141
Tewantin QLD 4565
Dear Sir/Madam
RE: MCU22/0038- NOOSA CIVIC 28 EENIE CREEK RD NOOSAVILLE
LOT 3 SP 246584
REQUEST FOR INFORMATION RESPONSE
Please find below responses to Council’s Request For Information dated 13 April 2022.
Issue – Stormwater
The submitted documentation indicates that biobasin treated stormwater will “connect to the
basement drainage system for pump out to the external drainage system” and that “this is
required due to the high invert levels of the existing external stormwater network.”
The submitted documentation is unclear on:
- how the water will be pumped from the basement into the lawful points of discharge;
- the details of the proposed pump system (size, pipes, tanks, power supply, power
redundancy, etc.);
- the location of the proposed pumping system and the effect on carparking layout,
including the proposed turn around area.
Information Required
5. Provide amended plans detailing the proposed stormwater management system,
including but not limited to:
5.1. Location and dimensions of the proposed basement pump out system, including
any required tanks, pipe sizes, etc.;
5.2. How the basement pump out system will affect the proposed carparking
arrangement and vehicle manoeuvring areas; and
5.3. How the basement pump out system will be powered and what redundancy power
arrangement/system will be put in place to ensure the basements won’t flood in
case the principal system fails.
Document Control
Excellence with Economy in Engineering Approved
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of sections 2 to 27 (of 110)
Section 2
13 May 2022
Response:
The proposed pump out tank will be located under the basement slab and will have no impact on the car
parking layout of the basement. The pumps utilised will be submerged pumps which can be accesses
through a maintenance opening in the basement slab. The final sizing of the tank will be completed as
part of the detail design stage of the development.
The tank will only contain the treated flows from the bioretention basin 1 subsoil drainage and as such
the volume of water flowing into the tank will be minimal. No bioretention basin overflows or roofwater
flows will enter the tank.
The pump out system will be powered from the building power supply. No back up power supply will be
provided for the pump out system. Redundancy will be provided within the tank.
Issue
The submitted documentation (drawing “Stormwater Treatment Plan”, CP.1.01, Rev A,
prepared by MPN Consulting) indicates that the existing footpath, to the frontage of the subject
property, is to be removed and replaced with a new 1.8m wide one. The existing footpath is
2m wide.
Information Required
7. Submit amended plans showing all proposed footpaths to be 2m wide.
Response:
Path Widths have been amended to 2m wide on the revised plans.
Issue - Stormwater Management Plan - Quality
The biobasins have been designed without a free draining outlet to an existing stormwater system.
Information Required
Provide justification that the biobasins need to drain to the basement carpark pump out system. Include
information on discharge pit invert levels.
Provide the MUSIC model for the proposed development.
Provide sizing details of the high flow stormwater pipes inlet and outlet pipes for biobasin 1.
Response:
As depicted on the revised layout plans the invert levels at the downstream connection point for bio
basin 1 are higher than the base of the bio retention basin by 400mm. As a result the subsoil drainage
from the bio basin will need to connect into the basement for pump out to the external network.
Details on the pipe sizes and invert levels for the bioretention basins have been provided on the revised
plans.
The site MUSIC model was previously submitted to council and has been issued again as requested.
Excellence with Economy in Engineering 2
l:\8000-8999\8600-8699\8662\letter\13-05-22 noosa council ltr.docx
Section 3
13 May 2022
Issue - Stormwater Management Plan - Quantity
Section 4.5.2 of the Stormwater Management plan does not detail how the existing stormwater
infrastructure will take into account any increases in stormwater quantity and flows from the
development of this site.
Information Required
Provide further information of how the site does not change the existing hydrological regime including
drainage patterns and run-off quantity. Detail how the existing stormwater infrastructure for the Noosa
Civic Shopping Centre and Hofmann Drive drainage systems, accounts for any increases or changes in
runoff from the site.
Response:
Stormwater discharge from site is consistent with the overall Noosa Civic and Noosa Business Centre
masterplanning. The proposed development will connect into the drainage system for Noosa Civic and
Hofmann Drive. The sites minor flows will run through the existing pipe system whilst major flows will
overland flow down the internal roads prior to discharging to the creek to the south of the site in
accordance with the overall Noosa Civic and Noosa Business Centre development. There will be no
impacts to external developments as a result of the flows through the internal site system.
Issue – Grass Swale construction on northern boundary
The earthworks appear to encroach into Cov I. SP182845
Information Required
Provide information detailing how vegetation, and the Tree protection zones of this vegetation, in
Covenant I will be protected during construction of the swale and batters along the northern boundary of
the site.
Response:
All earthworks have been revised to be fully contained within the development site and do not extend
over the boundary. Any works completed within the vicinity of existing trees to be retained will be
completed under the supervision of the project arborist as required.
Should you require further information or clarification on any items within this request for information
response please feel free to contact the undersigned.
Yours faithfully
Lachlan Stephenson
For and on behalf of
MPN CONSULTING PTY LIMITED
ls:ls
Excellence with Economy in Engineering 3
l:\8000-8999\8600-8699\8662\letter\13-05-22 noosa council ltr.docx
Section 4
CIVIL ENGINEERING REPORT
LOT 22 MEDIHUB
AT NOOSA BUSINESS CENTRE
EENIE CREEK ROAD, NOOSAVILLE
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 Australia
Section 5
12 May 2022
REVISION STATUS
MPN Reference No: 8662
Client: Stockwell
Site Address: Noosa Business Centre, Eenie Creek Road, Noosaville
Report Title: Civil Engineering Report
DOCUMENT CONTROL
Version Date Author Reviewer Approved RPEQ
Draft 10/03/2022 Lachlan Sam Rowen 16903
Stephenson
Issue A 15/03/2022 Lachlan Sam Rowen 16903
Stephenson
Issue B 12/05/2022 Lachlan Sam Rowen 16903
Stephenson
Excellence with Economy in Engineering 1
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 6
12 May 2022
EXECUTIVE SUMMARY
This report has been commissioned by Stockwell to support the Development Application for the
proposed Lot 22 Medihub development at the Noosa Business Centre located at Eenie Creek Road
Noosaville.
The application is being made under the now superseded Noosa Plan (2006) and subject to code
assessment.
This report addresses the following Engineering aspects of the proposed development:
Topography
Earthworks
Water supply
Sewerage
Electricity and Telecommunications
Roadworks.
Revision B of this report address the Noosa Shire Council Request for Further Information dated 22 April
2022. Additional information relating to the stormwater discharge has been added within the stormwater
management plan and minor amendments to the extent of earthworks are depicted on the revised
concept plans.
Excellence with Economy in Engineering 2
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 7
12 May 2022
Table of Contents
EXECUTIVE SUMMARY 2
1 PURPOSE 5
2 INTRODUCTION 5
2.1 Project Description 5
3 SITE CHARACTERISTICS 6
3.1 Site location 6
3.2 Topography and Existing Site Drainage 7
4 SITE DATA 7
5 STORMWATER 8
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 10
13 CODES 10
14 CONCLUSION 11
15 LIMITATONS OF REPORT 11
Excellence with Economy in Engineering 3
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 8
12 May 2022 Table of Figures FIGURE 1 – PROPOSED DEVELOPMENT 5 FIGURE 2 – SITE LOCATION 6 Table of Appendices APPENDIX 1 ARCHITECTURAL PLANS 12 APPENDIX 2 SITE SURVEY 13 APPENDIX 3 MPN PLANS 14 APPENDIX 4 ENERGEX, TELSTRA AND NBN DBYD PLANS 15 APPENDIX 5 NOOSA SHIRE COUNCIL CODE RESPONSES 16 Excellence with Economy in Engineering 4 l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 9
12 May 2022
1 PURPOSE
This Civil Engineering Report has been prepared as part of the Development Application for the
proposed Lot 22 Medihub development at the Noosa Business Centre located at Eenie Creek Road
Noosaville.
The application is being made under the now superseded Noosa Plan (2006) and subject to code
assessment.
2 INTRODUCTION
2.1 Project Description
The Medihub development will consist of a free-standing building for multiple tenancies, and
basement and 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
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 10
12 May 2022
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 proposed development will be on a new lot 22 created as part of the overall reconfiguration of a
lot currently being undertaken.
The site is bounded by Hofmann Drive to the west, existing commercial developments to the east, an
ecological corridor to the north and the internal access road to the south.
Figure 2 – Site Location
Excellence with Economy in Engineering 6
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 11
12 May 2022
3.2 Topography and Existing Site Drainage
The majority of the site is clear of vegetation with a gravel hardstand constructed on the
development area.
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 boundary of the site towards the existing Hofmann Drive.
Stormwater runoff from the existing site sheet flows largely towards the west into a swale in the
north western corner of the site where it discharges into an underground drainage network. A
drainage swale exists along the northern boundary of the site. This swale conveys runoff from the
rear service road of the neighbouring commercial developments and discharges it to the
underground drainage network along the edge of Hofmann Drive.
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
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 12
12 May 2022
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. As the site works include basement excavation the sediment laden runoff will be
contained within this basement for treatment and pump out.
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, to the south
boundary of the proposed development.
An existing reticulation water main runs along the eastern verge of Hofmann Drive to the
west of the proposed development.
A new connection from the existing water main located in Hofmann Drive 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
8662 -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
commercial to the east of the site. It is proposed that a new property connection will be
constructed from the existing sewer to service the proposed development.
The proposed sewer is shown on MPN Plan 8662-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
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 13
12 May 2022 9 ROADWORKS The development site will utilise the existing concrete driveway servicing the existing commercial development. The basement carparking will have an 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 service 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 basement car park landscape areas is depicted on MPN Plan 8662-BE.1.01 attached in Appendix 3. All earthworks will be contained within the boundary of the site and not impact on the covenant area. The design and construction of earthworks and basement shoring 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. As the development will involve excavation of subsoil below RL 5.0m, the development is subject to the State Planning Policy July 2017 requirements for acid sulfate soils and an acid sulfate soil Investigation and creation of the management plan will be undertaken as part of the detail design phase. All requirements of the management plan will be implement during works, as all excavated soils will be subject to the requirements of the management plan. 11 ELECTRICITY AND TELECOMMUNICATIONS The proposed development will be serviced for electricity and telecommunications services from the existing underground services in Hofmann Drive. 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, Telstra and NBN infrastructure in the vicinity of the site is shown on the Energex, Telstra and NBN DBYD Plans attached in Appendix 4. Excellence with Economy in Engineering 9 l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 14
12 May 2022
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;
Transport, Roads and Drainage
Existing Service Code;
Erosion and Sediment Control; and
Water Sensitive Design.
Excellence with Economy in Engineering 10
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 15
12 May 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 within Hofmann Drive to service the proposed development. A new sewer property connection will be constructed to the existing sewer main east of the site. This new property connection will service the 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. An acid sulfate soils assessment will be undertaken as part of the detail design process with any ASS encountered onsite to be managed in accordance with a management plan. 15 LIMITATONS OF REPORT MPN have prepared this report for the proposed Lot 22 Medihub development at Eenie Creek Road 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 11 l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 16
12 May 2022
Appendix 1
Architectural Plans
Excellence with Economy in Engineering 12
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 17
Rev. Date Description Iss. Appr.
AREAS A
B
24.01.22
15.02.22
PRELIMINARY
WIP DA LAYOUT
PW
PW
PW
PW
C 23.02.22 WIP LAYOUT PW PW
D 24.02.22 WIP LAYOUT PW PW
GFA
E 01.03.22 WIP LAYOUT PW PW
F 02.03.22 WIP LAYOUT PW PW
9"
G 09.03.22 WIP DA PW PW
GROUND 1,003.1m²
10.60 m
9° 57' 2
H 11.03.22 DEVELOPMENT APPLICATION PW PW
I 14.03.22 DEVELOPMENT APPLICATION PW PW
LEVEL 01 1,167.0m² J
K
L
15.03.22
15.03.22
16.03.22
DEVELOPMENT APPLICATION
DEVELOPMENT APPLICATION
DEVELOPMENT APPLICATION
PW
PW
PW
PW
PW
PW
2,170.1m² M
N
11.05.22
18.05.22
DA RFI
DA RFI
PW
PW
PW
PW
NLA
349° 29
GROUND 968.9m²
8.39 m
LEVEL 01 1,128.4m²
' 58"
119
°2
76. 0' 45
2,097.3m²
11154
00
42 "
130
9494 m
CARS
355° 52' 33"
GROUND 8 BAYS (inc. 2 PWD)
7.46 m
1 AMBULANCE
BASEMENT 01 46 BAYS
BASEMENT 02 45 BAYS Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2020 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
99 BAYS (+AMB) prior consent is forbidden.
4° 31' 34"
7.47 m
File
BICYCLES
119
°2
13. 0' 45
63. 9' 33"
UP
00 " GROUND 8 PARKS
m
m
' 35"
2
44
29°
7.46 m
13° 10
"
7' 21
m
9.17
15° 2
ionent
Bio-R
"
63. 8' 15
10m²
m
°2
44
209
AB
EA
SE
NT
RE
FU ME
SE
NT
EA 3500
2° 04' 31"
ME
8.76 m
AC
SE
0
260
0
260
5421
G
KIN
0
260
AR
2931
G
KIN
P
AR
0
260
AR
DC
345°
RP
8.76 m
0
E
CA
260
50' 33
OS
19
OP
and
53
0
"
260
PR
SS
CE
0
10m
240
AC
²
31 10.3
Bio
-Re
5° 8
400
ntio
ING
14 m
n
'1
0 2
IST
0"
240
EX
979 793
11
656
3
30 2
4° Project
10 36' 0
.38 9
m "
540
0 Lot 22 Medihub
AB
NT
Noosa Business Centre
ME
28 Eenie Creek Road
299
3
Noosaville QLD
SE
794
°2
25. 0' 43
"
EA
50
m
Project Number
299 721072
°2
13. 0' 43 Status
02 " ILS
m Date Plotted
/15 18-May-22 3:52:49 PM
25 0 Date Issued
2 IL4 18.05.22
S/ 7 .59 Scale
L 1 8
I .5
0 2 4 8 12M
4
IL Drawing Title
SITE PLAN
Drawing Number Revision
A-DA-0002 N
DEVELOPMENT APPLICATION
85
1 SITE .85
0.6 7
1 : 200 7% Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 18
Rev. Date Description Iss. Appr.
A 24.01.22 PRELIMINARY PW PW
B 15.02.22 WIP DA LAYOUT PW PW
C 23.02.22 WIP LAYOUT PW PW
D 24.02.22 WIP LAYOUT PW PW
E 01.03.22 WIP LAYOUT PW PW
2 3 F
G
02.03.22
08.03.22
WIP LAYOUT
WIP ELEVATION
PW
PW
PW
PW
2000 2000 H 09.03.22 WIP DA PW PW
I 11.03.22 DEVELOPMENT APPLICATION PW PW
J 15.03.22 DEVELOPMENT APPLICATION PW PW
K 18.05.22 DA RFI PW PW
UP
RAMP RAMP RAMP RAMP
1:10 1:5 1:5 1:10
1
7100
RAMP UP TO RAMP DOWN TO
2000 GROUND BASMENT 02
2600
2600
2600
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2020 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
2600
2600
2600
2600
5400 6200 5400 5400 6200 5400
RAMP 1:40
RAMP 1:40
2600
2600
46 CARS
6350
Project
2600
2600
Lot 22 Medihub
2600 2600 2600 2600 2600 2600 2600
Noosa Business Centre
28 Eenie Creek Road
Noosaville QLD
LIFT
Project Number
5400 721072
Status
Date Plotted
18-May-22 3:55:12 PM
Date Issued
18.05.22
Scale
0 1 2 4 6M
Drawing Title
BASEMENT 01
Drawing Number Revision
A-DA-100-B1 K
1 BASEMENT 1
DEVELOPMENT APPLICATION
2000 1 : 100
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 19
Rev. Date Description Iss. Appr.
A 24.01.22 PRELIMINARY PW PW
B 15.02.22 WIP DA LAYOUT PW PW
C 23.02.22 WIP LAYOUT PW PW
D 24.02.22 WIP LAYOUT PW PW
2 3 E
F
01.03.22
02.03.22
WIP LAYOUT
WIP LAYOUT
PW
PW
PW
PW
2000 2000 G 09.03.22 WIP DA PW PW
H 11.03.22 DEVELOPMENT APPLICATION PW PW
I 15.03.22 DEVELOPMENT APPLICATION PW PW
J 11.05.22 DA RFI PW PW
K 18.05.22 DA RFI PW PW
TURN
4350
UP
AROUND BAY
RAMP RAMP
STORAGE/
1:10 1:5
1
7100
RAMP UP TO
2000 BASEMENT 1
PLANT
1650 6200
2600
7850
2600
2600
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2020 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
2600
2600
2600
2600
5400 6200 5400 5400 6200 5400
RAMP 1:40
RAMP 1:40
2600
2600
2600
2600
2600
6350
45 CARS Project
2600
2600
Lot 22 Medihub
2600 2600 2600 2600 2600 2600 2600
Noosa Business Centre
28 Eenie Creek Road
LIFT Noosaville QLD
5400
Project Number
721072
Status
Date Plotted
18-May-22 3:57:05 PM
Date Issued
18.05.22
Scale
0 1 2 4 6M
Drawing Title
BASEMENT 02
Drawing Number Revision
A-DA-100-B2 K
1 BASEMENT 2
2000 1 : 100
DEVELOPMENT APPLICATION Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 20
Rev. Date Description Iss. Appr.
A 24.01.22 PRELIMINARY PW PW
B 15.02.22 WIP DA LAYOUT PW PW
C 23.02.22 WIP LAYOUT PW PW
D 24.02.22 WIP LAYOUT PW PW
E 01.03.22 WIP LAYOUT PW PW
2
F 02.03.22 WIP LAYOUT PW PW
2 3 G
H
08.03.22
08.03.22
WIP ELEVATIONS
WIP ELEVATION
PW
PW
PW
PW
3000 2000 2000 I 09.03.22 WIP DA PW PW
PLANT/RAIN WATER TANK J 11.03.22 DEVELOPMENT APPLICATION PW PW
(RAISED ABOVE OVERLAND FLOW PATH) K
L
14.03.22
15.03.22
DEVELOPMENT APPLICATION
DEVELOPMENT APPLICATION
PW
PW
PW
PW
M 15.03.22 DEVELOPMENT APPLICATION PW PW
N 16.03.22 DEVELOPMENT APPLICATION PW PW
O 11.05.22 DA RFI PW PW
P 18.05.22 DA RFI PW PW
FROM BASEMENT
UP
TO BASEMENT 01
1
7100
RAMP RAMP
1:5 1:10 REFUSE
2000
9244
UP
Do not scale this drawing. Verify all dimensions on site before commencing
TO L
EASEMENT AB
any work. Copyright © 2020 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
FROM LEVEL 1 prior consent is forbidden.
3500
EVEL
AMBULANCE
File
1
2600
UP
2600
7970
2600
GROUND FLOOR GFA: 5400 6539 5400
1,003m²
2600
SSL 10.3m
EXISTING ACCESS and CARPARKING
INTE RIER TO B
3
BAR
10m²
2600
GRAT
3000
ED S O-BASIN
BIO-B
EATI
I
4
A S IN
NG A
3000
8 BAYS + 1 AMBULANCE
2600
S
NOTE: INTERTENANCY WALLS INDICATIVE ONLY
2400
PWD
2400
SHARED
ZONE
2400
Project
Lot 22 Medihub
8 BICYCLES
Noosa Business Centre
28 Eenie Creek Road
Noosaville QLD
LIFT
21 Project Number
54 721072
TO LEVEL 01 Status
Date Plotted
18-May-22 3:59:12 PM
Date Issued
18.05.22
FROM BASEMENT
Scale
7663
0 1 2 4 6M
INTEGRATED SEATING AS BARRIER TO BIO-BASIN
EASEMENT AB
Drawing Title
10m² BIO-BASIN GROUND FLOOR
11793
7943
Drawing Number Revision
A-DA-1000 P
1 GROUND FLOOR
2000 1 : 100 1
3000
DEVELOPMENT APPLICATION Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 21
Rev. Date Description Iss. Appr.
A 24.01.22 PRELIMINARY PW PW
B 15.02.22 WIP DA LAYOUT PW PW
C 23.02.22 WIP LAYOUT PW PW
2 2 3
D 24.02.22 WIP LAYOUT PW PW
E 01.03.22 WIP LAYOUT PW PW
3000 2000 2000 F 02.03.22 WIP LAYOUT PW PW
G 08.03.22 WIP ELEVATIONS PW PW
H 08.03.22 WIP ELEVATION PW PW
I 09.03.22 WIP DA PW PW
J 11.03.22 DEVELOPMENT APPLICATION PW PW
7
06
K 14.03.22 DEVELOPMENT APPLICATION PW PW
11 L
M
15.03.22
15.03.22
DEVELOPMENT APPLICATION
DEVELOPMENT APPLICATION
PW
PW
PW
PW
29
N 16.03.22 DEVELOPMENT APPLICATION PW PW
95 O 18.05.22 DA RFI PW PW
UP
1
2000
UP
TO G
TO GROUND
ROU
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2020 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
ND
File
UP
6119
7931
BALC
ONY
LEVEL 01 GFA:
1,167.0m²
3
SSL 14.5m 3000
4
3000
NOTE: INTERTENANCY WALLS INDICATIVE ONLY
BALCONY
Project
Lot 22 Medihub
Noosa Business Centre
28 Eenie Creek Road
Noosaville QLD
2000
BALCONY Project Number
721072
Status
21 TO GROUND
31 54
Date Plotted
18-May-22 4:01:14 PM
29 Date Issued
18.05.22
Scale
0 1 2 4 6M
11793
Drawing Title
LEVEL 01
9793
7393
Drawing Number Revision
A-DA-1001 O
1 LEVEL 1 1
DEVELOPMENT APPLICATION
2000 1 : 100 3000
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 22
Rev. Date Description Iss. Appr.
A 08.03.22 WIP ELEVATIONS PW PW
B 08.03.22 WIP ELEVATION PW PW
C 09.03.22 WIP DA PW PW
H
2 2 3
1250 OH
D
E
14.03.22
15.03.22
DEVELOPMENT APPLICATION
DEVELOPMENT APPLICATION
PW
PW
PW
PW
750 O 3000 2000 2000 F 15.03.22 DEVELOPMENT APPLICATION PW PW
G 16.03.22 DEVELOPMENT APPLICATION PW PW
1250 OH
H 28.04.22 DA RFI - ROOF PITCH PW PW
750 OH
I 18.05.22 DA RFI PW PW
1
2000
UP 750 OH
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2020 Buchan. This drawing remains the property of
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
5.00° prior consent is forbidden.
File
1.50°
3.00°
3
3000
4
3000
5.00°
Project
Lot 22 Medihub
750 OH
Noosa Business Centre
28 Eenie Creek Road
000 Noosaville QLD
4
Project Number
721072
750 OH
Status
Date Plotted
H 18-May-22 4:02:57 PM
750 O Date Issued
18.05.22
750 OH
Scale
0 1 2 4 6M
750 OH Drawing Title
ROOF PLAN
4000
Drawing Number Revision
1200 I
1 ROOF
2000 1 : 100
1
3000
Brisbane Studio
+ 61 7 3859 9222 / buchangroup.com.au
Section 23
12 May 2022
Appendix 2
Site Survey
Excellence with Economy in Engineering 13
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 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
Section 25
12 May 2022
Appendix 3
MPN Plans
Excellence with Economy in Engineering 14
l:\8000-8999\8600-8699\8662\reports\12-05-22 civil engineering report_issue b.docx
Section 26
SW
9.8
EXISTING
LEGEND PROPOSED
SW EENIE CREEK ROAD PROPERTY BOUNDARY
9.4
9.6
9.6 5.00 CONTOUR 5.00
Emt U BUILDING
SW SP182880
9.2
9.8
CONCRETE
10.0
SW
Cov.I EDGE OF BITUMEN
SW
SP182845 KERB
CONCRETE INVERT
OUTLINE OF ROOF
10.2
SW STORM WATER MAIN
9.4
9.2
W WATER MAIN
9.4
MAX. 1 IN 3 1 IN 4 BATTER
BATTER S SEWER MAIN
EARTHWORKS TABLE
SW
T TELECOMMUNICATIONS
9.2 9.2
E U/G ELECTRICITY
9.6
9.0
9.0
99.8
10.2 O/H ELECTRICITY
N
9.8 .8
9.180.0
10.0 9.6 10.0
SITE STRIP (m³) CUT (m³) FILL (m³) EXPORT FENCE
9.4
SW
10.2 9.4 10.2 10.0
9.0
II
9.0
.2
9.2
th
RETAINING WALL
10
FROM BASEMENT RET WALL RET WALL
Pa
9.8
(100 DEEP) (m³)
low
SHORING WALL
dF
UP
TOP OF BATTER
an
TO BASEMENT 01
SW
GROUND
erl
7100
RAMP RAMP
FACE OF BATTER
9.4Ov
1:5 1:10
SITE EARTHWORKS
9.6
1 IN 4 FFL 10.300 220 10,530 260 10,270 TOE OF BATTER
9 .6
BATTER
10.2
10.0
BEL 10.080 SWALE DRAIN
W
9244
SW
10.0
7300 TREE
UP
CUT AREA
9.2
TO LE
9.4
EASEMENT AB
FROM LEVEL 1
3500
W
V
AMBULANCE
EL 1
SW
FILL AREA
10.2
9.2
2600
9.2
W
9.2
UP
BIO BASIN BASEMENT
7970
9.8
RP BDY
W
10.0
RP BDY
EENIE
9.6 1 IN 4 BATTER
9.2
BIO BASIN 2. REFER BASEMENT 2 CREEK
SW
10.2
3 GROUND FFL 10.300
II
SW
5400 6539 5400
9.8
DWG No. CP.2.01 FOR GROUND FLOOR GFA: ROAD
FFL 2.820 SP246584
DETAILS. 1,003m²
W
BEL 2.600
RET
9.8
10ACCESS and CARPARKING
9.4
SW TEMPORARY BATTER SLOPE NATURAL SURFACE
9.6
SW
TO GEOTECHNICAL ENGINEERS
WALL
SW 2 BASEMENT 2
REQUIREMENTS
2600
- FINISHED SURFACE
W
FFL 2.820
8 BAYS + 1 AMBULANCE
SW
.0
SW
SHORING WALL BY BEL 2.600 SHORING WALL BY
9.6
RET
EXISTING
9.2
9.4
2400
OTHERS. OTHERS.
2
10.0
9.8 9.6
10.
9.4
BULK EARTHWORKS
9.6
HOF
WALL
W
PWD
2400
SECTION
SW
SHARED
1 SURFACE
ZONE
STORMWATER PUMP
SCALE 1:200 -
MAN
9.6 OUT TANK BELOW
2400
9.4
BASEMENT SLAB.
W
1.6m HIGH RETAINING WALLL.
N DR
SW
B BICYCLES
EC BIO BASIN
REFER STRUCTURAL DWGS
BASEMENT EXISTING DRIVEWAY
10.2
E P FOR DETAILS
EL 10.0
IVE
9.8
PAD LEVEL 10.080
RP BDY
W
9.6 21 HOFMANN
SW
54 II
GROUND FFL 10.300
E
TO LEVEL 01 DRIVE
9.6
1.6m HIGH RETAINING WALL. FROM BASEMENT
NATURAL SURFACE
ELREFER STRUCTURAL DWGS
W
P
10.0
10.2 10.2
9.4
SW
FOR DETAILS
EASEMENT AB
RM
11793
8.6
9.0
8.8
9.2
9.2
9.4 10.0
W 9.6 BASEMENT 2
9.8
9.6 SHORING WALL BY FINISHED SURFACE
9.8
TEMPORARY BATTER SLOPE
7943
10.0 FFL 2.820
Emt S 10.0 SHORING WALL BY
OTHERS. .2 10.2 TO GEOTECHNICAL ENGINEERS BEL 2.600
10SP182880
W REQUIREMENTS OTHERS.
1
9.6
10.0
SHORING WALL BY
- .2 BULK EARTHWORKS
SW
E W E E 10 E E E E E OTHERS.
E W B E 9.8 SURFACE
E
E
W
EC Emt M
SP192396 W
E
W
SECTION 2
SW
/1.
5 E W W W W -
EL E BIO BASIN 1. REFER SCALE 1:200
E Emt R
SW
2 E DWG No. CP.2.01 FOR SP182880
/1. 10.0
EL E DETAILS.
E
W
SW
9.8
SW
FINISHED SURFACE
W
LEVEL B 12.05.22 FOR APPROVAL KC LS
E
150 CONCRETE SLAB
SW SW SW
A 15.03.22 PRELIMINARY ISSUE KC LS
SW
W
10.0
P
ELEL 100 CBR 15 ISSUE DATE AMENDMENT BY APP
9.8 BULK EARTHWORKS
9.8 10.0
W
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
Section 27
68
LEVEL WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
41.9
CONSULTING PTY LIMITED 2018 ©
0
10.
9.8
W
TYPICAL CARPARK DETAIL WORKING PLATFORM DETAIL
W
IVE
S
ABN: 39 062 191 799 P: 61 7 3335 4555
D R N.T.S. 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
NN
MA
9.8
W
F 9.6 CLIENT:
HO
NOT FOR CONSTRUCTION
10
.0
FINISHED FLOOR BUCHAN
LEVEL - FFL
100 CONCRETE SLAB LOT 22 MEDIHUB
20 SAND NOOSA BUSINESS CENTRE
100 CBR 15
BULK EARTHWORKS 28 EENIE CREEK ROAD
PAD LEVEL - BEL NOOSAVILLE, QLD 4566
BULK EARTHWORKS PLAN
TYPICAL BUILDING WORKING PLATFORM DETAIL
N.T.S. DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 2 4 6 8 10
8662 BE.1.01 B
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
The text continues on section 28.
Used in these records
RFI - Appendix B Civil Engineering Report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 17.1 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.