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Attachment 5 - Servicability Report · MCU23/0078
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SERVICEABILITY REPORT FOR THE PROPOSED NOOSA CIVIC VILLAGE MIXED USE DEVELOPMENT LOCATED AT 28 EENIE CREEK ROAD NOOSAVILLE QLD 4566 PREPARED FOR STOCKWELL DEVELOPMENT GROUP PTY LTD
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Section 2
Bornhorst & Ward Pty Ltd
A.B.N. 78 010 151 354
A.C.N. 010 151 354
Level 14, 133 Mary Street
Brisbane Qld 4000
Phone: (07) 3013 4699
E-mail: [email protected]
Bornhorst and Ward Project No: 22159
If you have any queries regarding this proposal, then please contact: Stewart Grant
Revision Date Description Author Rev. App.
A April 2023 Draft Issue for Client Review KHN SG
B May 2023 DA Issue KHN JD NR
C Nov 2023 RFI Response Draft for Client Review KHN SG
D Nov 2023 RFI Response Issue KHN SG NR
COPYRIGHT: This document is and shall remain the property of Bornhorst & Ward Pty Ltd and shall not be copied in whole or part. Unauthorized use of this document
in any form is prohibited.
File Name: J:\2022\22159\07_REPORTS\DESIGNREPORTS\SERVICABILITY(D)\RPT_SERVICABILITY(D).docx
www.bornhorstward.com.au
Section 3
CONTENTS
INTRODUCTION ............................................................................................................................................................................... 1
SITE CHARACTERISTICS .................................................................................................................................................................. 1
2.1 LOCATION AND EXISTING FEATURES ........................................................................................................................................... 1
2.2 PROPOSED DEVELOPMENT ............................................................................................................................................................ 2
2.3 TOPOGRAPHY AND CATCHMENT CHARACTERISTICS ............................................................................................................... 3
2.3.1 Lot 3 – Western Lot ........................................................................................................................................................... 3
2.3.2 Lot 7 – Eastern Lot ............................................................................................................................................................. 3
2.4 EXISTING FLOODING CONDITIONS............................................................................................................................................... 3
EXISTING AND PROPOSED CIVIL WORKS AND INFRASTRUCTURE.......................................................................................... 4
3.1 STORMWATER .................................................................................................................................................................................. 4
3.1.1 Existing Infrastructure ...................................................................................................................................................... 4
3.1.2 Proposed Infrastructure ................................................................................................................................................... 5
3.2 EARTHWORKS .................................................................................................................................................................................. 5
3.3 ROADWORKS.................................................................................................................................................................................... 6
3.4 SEWER................................................................................................................................................................................................ 6
3.4.1 Existing Infrastructure ...................................................................................................................................................... 6
3.4.2 Proposed Infrastructure ................................................................................................................................................... 6
3.5 WATER ............................................................................................................................................................................................... 7
3.5.1 Existing Infrastructure ...................................................................................................................................................... 7
3.5.2 Proposed Infrastructure ................................................................................................................................................... 7
3.6 ELECTRICITY ...................................................................................................................................................................................... 7
3.7 COMMUNICATIONS ........................................................................................................................................................................ 7
3.8 GAS .................................................................................................................................................................................................... 8
NOOSA SHIRE COUNCIL CODES .................................................................................................................................................... 8
SUMMARY......................................................................................................................................................................................... 8
LIST OF FIGURES
Figure 1: Site Locality Plan ..................................................................................................................................................................................................................... 2
Figure 2: Noosa Shire Council Interactive Flood Map ............................................................................................................................................................... 4
Figure 3: Noosa Shire Council Potential and Actual Acid Sulphate Soils Overlay Map ............................................................................................... 5
APPENDICES
Appendix A DEVELOPMENT DRAWINGS
Appendix B ENGINEERING DRAWINGS
Appendix C EXISTING SERVICES INFORMATION
Appendix D COUNCIL CODES
www.bornhorstward.com.au
Section 4
INTRODUCTION
Bornhorst and Ward has been commissioned to investigate and report on the serviceability requirements pertaining to the
proposed mixed-use development located at 28 Eenie Creek Road, Noosaville QLD 4566 (Lot 1, 3 and 7 on SP322201). The
proposal consists of constructing basement car parking, ground floor retail with civic open space, and entertainment,
commercial and residential apartments on the second and third floors. Plans of the proposed development can be seen in
Appendix A.
This document reports on the existing and proposed civil works and infrastructure required as part of the proposed
development. The engineering requirements for this proposal shall be in accordance with Engineering Best Management
Practices, Noosa Shire Council Planning Scheme, the Queensland Urban Drainage Manual (QUDM 2017) and the State
Planning Policy 2017.
This report outlines the preliminary design methodology and calculations in support of a Development Application and
should be read in conjunction with other documents issued by the consultant team.
SITE CHARACTERISTICS
2.1 LOCATION AND EXISTING FEATURES
The development site, located at 28 Eenie Creek Road has the following existing characteristics:
− The site is bounded by Walter Hay Drive to the east, the existing Noosa Civic Shopping Centre to the west, and
future development lots to the north and south;
− The development site comprises of 2 separate lots currently made up of bushland separated by a private internal
roadway (known as Main Street) contained within an access easement;
− The total area of the site is approximately 5.8 ha;
− Lot 3 is located on the western side of the development site and is bounded by the Noosa Civic Shopping Centre
to the west, the private access roadway to the east, and vacant future development lots to the north and south.
There is a natural drainage channel located along the western boundary of Lot 3 between the proposed
development and the existing Noosa Civic Shopping Centre, contained within Covenant J;
− Lot 7 is located on the eastern side of the development site and is bound by Walter Hay Drive to the east, the
private access roadway to the west, and vacant future development lots to the north and south;
− The proposed development within Lot 3 has an area of approximately 2.98 ha and the proposed development
within Lot 7 has an area of approximately 0.587 ha, excluding the private internal roadway easement;
− The closest waterway is Eenie Creek which located approximately 500m to the south-west;
− The internal private access roadway is contained within an access easement in favour of Noosa Shire Council within
Lot 3, with a separate Unity Water easement located within the access easement to service Unity Water sewer and
water reticulation infrastructure; and
− A surface access easement in favour of Noosa Shire Council to facilitate pedestrian and active transport movements
is located along the western boundary of Lot 3 between Lot 3 and Covenant J.
Refer to Figure 1 for locality details which notes Lot 3 and 7 within the proposed development area.
www.bornhorstward.com.au Page 1
Section 5
Figure 1: Site Locality Plan
2.2 PROPOSED DEVELOPMENT
The following points outline the extent of works for the proposed development:
− Material change of use and building work in support of the proposed development;
− Construction of the mixed-use development within Lot 3, with basement carparking, commercial and retail outlets,
and residential build-to-rent apartments;
− Construction of mixed-use three-story buildings within Lot 7, with surface carparking, commercial and retail outlets,
and residential build-to-rent apartments;
− The existing private access roadway will remain. Access to both Lot 3 and 7 will be via five proposed driveway
crossovers onto the existing private roadway, and multiple pedestrian entrances to both sites;
− A new pedestrian bridge across the existing natural drainage channel within the environmental zone (Covenant J)
between the proposed development and the existing shopping centre; and
− Modifications to the existing shopping centre loading bay to allow for the proposed pedestrian bridge landing.
Refer to the development drawings in Appendix A for further details of the proposed development.
www.bornhorstward.com.au Page 2
Section 6
2.3 TOPOGRAPHY AND CATCHMENT CHARACTERISTICS
The topography and catchment characteristics for the development site, broken down between both Lot 3 and Lot 7, are
discussed below:
2.3.1 Lot 3 – Western Lot
− The high point of the existing site is RL 9.47m AHD located on the eastern side of the site;
− The development falls from the high point at an approximate grade of 2.5% to a low point of RL 3.88m AHD in the
south-western corner;
− During both minor and major storm events, runoff from the site discharges as overland flow over the western
boundary of the development site and onto the environmental zone and natural drainage channel, and is ultimately
conveyed through existing culverts below Hofmann Drive to Eenie Creek and Lake Weyba;
− As the roadways surrounding the site have been built assuming a fully developed catchment, there is no external
catchment.
2.3.2 Lot 7 – Eastern Lot
− The high point of the existing site is RL 10.63m AHD located on eastern side of the site;
− The development falls from the high point at an approximate grade of 1% to a low point of RL 9.2m AHD in the
south-west corner;
− During both minor and major storm events, runoff from the site discharges as overland flow over the western
boundary of the development site and onto the private access roadway, and is ultimately conveyed via the existing
stormwater drainage network along the access roadway to Eenie Creek and Lake Weyba;
− Lot 7 is split into two sub-catchments, with a high-point located midway along the private access road frontage,
with flows directed either towards the north-west onto the private access road and around Lot 3 to the
environmental zone and natural drainage channel, or towards the south-west onto the private access roads; and
− As the roadways surrounding the site have been built assuming a fully developed catchment, there is no external
catchment.
See the survey plan in Appendix C for more information.
2.4 EXISTING FLOODING CONDITIONS
The Noosa Shire Council Plan Interactive Mapping Flood Extents have been obtained for the site and states the following:
− No flood levels or flags for building development purposes exist for the development site; and
− The interactive mapping system within Noosa Shire Council Plan confirms that the development site is clear of the
mapped flood hazard overlay extents of Eenie Creek, and the site is expected to be at low risk of flood inundation
from Ennie Creek.
A local flood assessment of the area was undertaken to determine water levels within the natural drainage channel through
the environmental zone bounding Lot 3 under existing conditions for the 1% AEP storm event (with increased rainfall
intensities for the year 2100). The results of this study were used to ensure any openings along the basement wall on the Lot
3 western boundary were set at a level to be adequately protected from water inundation within the drainage channel.
Further details on this study can be found in Bornhorst and Ward’s Stormwater Management Plan.
www.bornhorstward.com.au Page 3
Section 7
Figure 2: Noosa Shire Council Interactive Flood Map
EXISTING AND PROPOSED CIVIL WORKS AND INFRASTRUCTURE
3.1 STORMWATER
3.1.1 Existing Infrastructure
A Before You Dig investigation, detailed survey, and examination of as-constructed documentation for the surrounding
roadways has been completed of the site and its surrounding area. The following stormwater infrastructure was noted:
− An existing 1200mm x 600mm box culvert and temporary field inlet is located at the south-west corner of the Lot
3 which conveys flows below Hofmann Drive and into Eenie Creek to the south of the development site;
− An existing 375mm dia. stormwater pipe with multiple gully pits is located along the southern half of the internal
access roadway which also conveys flows along Hofmann Drive and into Eenie Creek;
− An existing 750mm dia. stormwater pipe with multiple gully pits is located along the northern half of the internal
access roadway which conveys flows to the north into the upstream end of the environmental zone and natural
drainage channel bounding Lot 3;
− A 4-cell 1200mm x 600mm box culvert exists below Hofmann Drive which conveys flows from the environmental
zone and natural drainage channel below Hofmann Drive into Eenie Creek to the south; and
− The stormwater infrastructure within the private access roadways have built for a fully developed catchment.
As-constructed Drawings of the existing stormwater infrastructure and detailed survey can be found in Appendix C.
www.bornhorstward.com.au Page 4
Section 8
3.1.2 Proposed Infrastructure
The following points outline the proposed stormwater infrastructure for the development site:
− Minor events from within Lot 3 will be conveyed by an internal stormwater piped network to the existing 1200mm
x 600mm box culvert at the south-west corner of the development site;
− Minor events from within Lot 7 will be conveyed by an internal stormwater piped network to the existing gully pits
along the private access roadway along the western frontage of the development site;
− Major events will be conveyed via overland flow towards and onto the surrounding private access roadways and
environmental zones as per existing conditions;
− As there will be an increase to the impervious area as a result of the proposed development, there will be an increase
to peak stormwater discharge rates from the development site. Based on this, stormwater detention measures are
required, and four below-ground stormwater detention tanks are proposed across both Lot 3 and Lot 7; and
− Considering the development works area is greater than 2500m2, stormwater quality treatment measures are
required for the proposed development as per the State Planning Policy and Noosa Shire Council Planning Scheme.
Treatment is proposed within multiple bio-retention basins across both development sites.
Refer to Bornhorst and Ward’s Stormwater Management Plan for further details. Refer to the engineering drawings in
Appendix B for further information.
3.2 EARTHWORKS
Earthworks will be required to construct building pads, grade surface carparks and for basement excavation. A detailed
earthworks plan will be prepared as a part of the detailed design operational works lodgement. A Preliminary Earthworks
Plan has been provided in Appendix B.
Figure 3: Noosa Shire Council Potential and Actual Acid Sulphate Soils Overlay Map
www.bornhorstward.com.au Page 5
Section 9
The site has been identified on Noosa Shire Councils Potential and Actual Acid Sulphate Soils Overlay Map. As the proposed
development is to undertake filling and excavation below RL20.0m AHD, it is anticipated that Acid Sulphate Soils may be
encountered. Therefore, it is recommended that an Acid Sulphate Soil investigation be completed as part of the detailed
geotechnical investigation conducted for the site. If Acid Sulphate Soils are present, then an Acid Sulphate Soil Management
Plan will be required.
All earthworks will be undertaken in accordance with the Noosa Shire Council guidelines.
3.3 ROADWORKS
The proposed road works are as follows:
− Three new driveway crossovers are proposed from the private access road into Lot 3, to provide vehicle access to
the basement carpark, ground-level carpark, and loading docks. Two new driveway crossovers are proposed from
the private access street into Lot 7, to provide vehicle access to the surface carparking and loading docks;
− Multiple pedestrian entrances into both Lot 3 and Lot 7 are proposed along the private access roadway;
− A pedestrian walkway is proposed along the existing pedestrian access easement along the western side of Lot 3,
which will connect with a new pedestrian bridge that spans across the environmental zone and natural drainage
channel between the Lot 3 development and the existing shopping centre to the west; and
− All proposed road works will be undertaken in accordance with Noosa Shire Council Guidelines.
Refer to the engineering drawings in Appendix B for further information.
3.4 SEWER
3.4.1 Existing Infrastructure
The Unity Water As-Constructed Plans of the surrounding area indicate the following existing sewer reticulation information:
− An existing 225mm dia. sewer main is located below the western verge of the private access roadway at the southern
boundary of both development sites; and
− There are two existing 150mm dia. capped property connections into both Lot 3 and 7 respectively, with the Lot 3
property connection running below the existing private access roadway to the eastern verge.
The Unity Water As-Constructed Plans of the existing sewer infrastructure can be found in Appendix C of this report.
3.4.2 Proposed Infrastructure
The proposed sewer infrastructure for this development is as follows:
− It is proposed to construct two new property connections into the existing maintenance hole to service both Lot 3
and Lot 7 sites, which suit the internal development layout and driveway crossover placement;
− The existing property connection into Lot 7 is to be decommissioned, whilst the existing property connection into
Lot 3 is to remain to allow for future development of the area to the south of the Lot 3 development; and
− As the surrounding roadways and services have been master-planned to service a fully developed catchment, it is
expected the existing sewer infrastructure has sufficient capacity to service the proposed development.
Refer to Appendix B for preliminary drawings of the proposed sewer works.
www.bornhorstward.com.au Page 6
Section 10
3.5 WATER
3.5.1 Existing Infrastructure
The Unity Water As-Constructed Plans of the surrounding area indicate the following existing water reticulation information:
− An existing 180mm dia. water main is located below the eastern verge of the private access roadway along the full
length of the development site frontage; and
− An existing 150mm dia. property connection runs below the private access roadway from the eastern verge to the
western verge, to provide water service to the Lot 3 frontage.
The Unity Water As-Constructed Plans of the existing water infrastructure can be found in Appendix C of this report.
3.5.2 Proposed Infrastructure
The proposed water infrastructure for this development is as follows:
− A new property connection from the existing 180mm water main to service the Lot 7 development;
− Use the existing 150mm property connection below the western verge of the private access road to service the Lot
3 development; and
− As the surrounding roadways and services have been master-planned to service a fully developed catchment, it is
expected the existing water infrastructure has sufficient capacity to service the proposed development.
Refer to Appendix B for preliminary drawings of the proposed water works.
3.6 ELECTRICITY
The Energex Asset Plans from a Before You Dig investigation of the surrounding area indicate the following:
− Underground electrical infrastructure exists along private access roadway and surrounding road network; and
− It is expected this infrastructure can service the proposed development.
Energex Asset Plans of the existing electrical infrastructure can be found in Appendix C of this report.
Electrical services required for the proposed development including assessment of the existing infrastructure capacity will
be designed and determined by an electrical engineer and will be assessed by Energex during the detailed design phase of
the development.
3.7 COMMUNICATIONS
The Telstra Asset Plans from a Before You Dig investigation of the surrounding area indicate the following:
− Underground communications infrastructure exists along private access roadway and surrounding roadways; and
− It is expected this infrastructure can service the proposed development.
Telstra Asset Plans of the existing communications infrastructure can be found in Appendix C of this report. All works required
to provide communication services to the proposed development will be undertaken with the relevant service providers
approval and coordination.
www.bornhorstward.com.au Page 7
Section 11
3.8 GAS
The NPN Asset Plans from a Dial Before You Dig investigation indicate that there is no gas reticulation infrastructure in the
vicinity of the development.
NOOSA SHIRE COUNCIL CODES
The relevant Noosa Shire Council Codes with respect to engineering aspects for assessment of the Development Application
have been addressed. The codes will assist in assessing operational works requirements. The codes addressed in this report
include: -
− Acid Sulfate Soils Overlay Code;
− Earthworks Code; and
− Water Quality and Drainage Code.
The completed codes can be found attached in Appendix D of this Report.
SUMMARY
This reporting relating to the proposed mixed-use development located at 28 Eenie Creek Road, Noosaville, has shown the
following:
− The proposed development site has no mapped flood levels or flags for building or development purposes and is
expected to be at low risk of flooding from Eenie Creek;
− A local flood assessment was undertaken to ensure adequate protection from local flood events within the natural
drainage channel in the environmental zone adjoining the development site;
− New stormwater connections are proposed from the development site to the existing stormwater piped network
located along the private access roadway and adjoining environmental zone and natural drainage channel;
− Stormwater detention is proposed as there will be an increase to the impervious area of the site as a result of the
proposed development, which will take the form of below-ground detention tanks;
− In accordance with the State Planning Policy and Noosa Shire Council Planning Scheme, stormwater quality
treatment measures are proposed as the site area is over 2,500m2, which take the form of bio-retention basins;
− Earthworks will be required for basement excavation and construction, and to provide appropriate surface
carparking grades;
− Carpark and loading dock access to the western development site is proposed via three new crossovers from the
existing private access road (Main Street);
− Surface carparking and loading dock access to the eastern development site is proposed via two new crossovers
from the existing private access road (Main Street);
− Sewer and water connections to the existing infrastructure along the private access roadway are proposed to
adequately service the development site; and
− There is existing electrical and telecommunications infrastructure surrounding the development site which may be
used to service the development site.
www.bornhorstward.com.au Page 8
Section 12
BORNHORST +WARD APPENDIX A DEVELOPMENT DRAWINGS www.bornhorstward.com.au
Section 13
1 1 2 Sim
Rev. Date Description Iss. Appr.
3000 2000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
B 20.11.2023 INFORMATION REQUEST RESPONSE MM GS
2 01
1
4
300
30
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2023 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
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
NOOSA CIVIC
EXISTING CENTRE
CAR PARKING SCHEDULE
LOT 3 GROUND LEVEL NORTH 192
inclusive of STANDARD 188
PWD 4
BASEMENT 444
1 inclusive of STANDARD
PWD
435
9
8500
STORAGE
STORAGE
STORAGE
LOT 7 GROUND LEVEL 86
BICYCLE
BICYCLE
BICYCLE
2 3
inclusive of STANDARD 85
PWD 1
2000
8500
444 PARKING BAYS STREET GROUND LEVEL 28
inclusive of STANDARD 28
3 PWD N/A
4
8500
TOTAL COMBINED LOT 3 / 7 / STREET 750
inclusive of STANDARD 736
5
PWD 14
8500
BICYCLE PARKING SCHEDULE
6 4
LOT 3 PUBLIC BICYCLE RACK
END OF TRIP SECURE STORAGE
44
62
3000
8500
LOT 7 PUBLIC BICYCLE RACK 12
7 TOTAL COMBINED LOT 3 / 7 / STREET 118
8500
APARTMENT SCHEDULE
8
(SMALL DWELLING)
LOT 3 1 BEDROOM, 1 BATH 52
8500
LOBBY
2 BEDROOM, 2 BATH 33
9 LOT 7 1 BEDROOM, 1 BATH
2 BEDROOM, 2 BATH
13
23
BICYCLE
8500
RACKS
PLANT
TOTAL COMBINED LOT 3 / 7 121
10 RAMP UP
TO GROUND
8500
11 ARTS AND
INNOVATION
RAMP DOWN
FROM GROUND
8500
225m2 BICYCLE
STORAGE
BICYCLE
STORAGE
12 LOBBY
8500
13 ARTS AND
8500
INNOVATION Project
2 145m2 NOOSA CIVIC VILLAGE
14 2002 MIXED USE DEVELOPMENT
8500
28 Eenie Creek Rd
15
BICYCLE
Noosaville QLD 4566
RACKS
ARTS AND
PLANT
8500
PLANT
INNOVATION
75m2
16
Project Number
719021
Status
DEVELOPMENT PRECINCTS TOTAL AREA USE DEVELOPMENT APPLICATION
Date Plotted
BIO BASIN 20/11/2023 9:13:55 PM N
VILLAGE MIXED USE 7,500m2 SHOP
Date Issued
FOOD AND DRINK OUTLET 20.11.2023
OFFICE Scale
1 : 500 @A1
HEALTH CARE SERVICE 0 5 10 20 30M
BAR AND DINING 1,100m2 BAR Drawing Title
FOOD AND DRINK OUTLET
BASEMENT PLAN
RECREATION 2,700m2 INDOOR SPORT AND RECREATION
CINEMA 3,070m2 THEATRE
BUSINESS 3,000m2 OFFICE
HEALTH CARE SERVICE
ARTS AND INNOVATION 445m2 RESEARCH AND TECHNOLOGY
Drawing Number Revision
MULTIPLE DWELLING number of apartments A-DA-1010 B
1 BEDROOM, 1 BATH 17
2 BEDROOM, 2 BATH 28
8750 4400 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 RESIDENTIAL 8,450m2
SHORT TERM ACCOMMODATION
1 BEDROOM, 1 BATH 48
A B C D E F G H I J K L M N O P Q R S T 2 BEDROOM, 2 BATH 28
2 1 2 Brisbane Studio
3000 2000 2000 + 61 7 3859 9222 / buchangroup.com.au
Section 14
Sim
1 1 2 Rev. Date Description Iss. Appr.
3000 2000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
B 20.11.2023 INFORMATION REQUEST RESPONSE MM GS
NOMINAL FUTURE PEDESTRIAN CONNECTION
RL 8.00
NOMINAL
2 01
1
4
300
EX
30
BIO
IST
ING
-BA
SIN
FO
STAIR TO LEVEL 1
BUSINESS BUSINESS
OT
PA
2
TH
BICYCLE
565m2 RACKS 660m2
2003
STAIR TO STAIR TO
LEVEL 1 LEVEL 1
VE
HIC
LIFT & STAIR
EX
TO LEVEL 1
LE
IST
C
ING
RO
FO
SS
SRV
OT
OV
PA
ER
BIO
TH
-BA
REFUSE
SIN
192 PARKING BAYS
BIO
BIO-BASIN
POSSIBLE CONNECTION TO
-BA
FUTURE DEVELOPMENT
SIN
REFUSE
LOADING
3001
CRO
VEH OVER
3002
SS
ICLE
Do not scale this drawing. Verify all dimensions on site before commencing
REFUSE AND LOADING any work. Copyright © 2023 Buchan. This drawing remains the property of
NOOSA CIVIC
BICY KS
RAC
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
1
SCREENED AND prior consent is forbidden.
CLE
SETBACK FROM
EXISTING CENTRE
TO LEVEL 1
& LEVEL 2
STREET
5000
STAIR
File
BIO-BA
VILLAGE MIXED USE
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
SIN
370m2
CAR PARKING SCHEDULE
REFUSE
MRV LIGHTWEIGHT SHADE LOT 3 GROUND LEVEL NORTH 192
RL STRUCTURE ABOVE inclusive of STANDARD 188
BICYCLE
8.95 RACKS CARPARKING PWD 4
EASEMENT AM LIFT & STAIR
SHOWN DASHED
BASEMENT 444
1
0
TO LEVEL 1 inclusive of STANDARD 435
00
STAIR FROM
& LEVEL 2
PE
BASEMENT
LIFT & STAIR LIFT & STAIR LIFT & STAIR
11
PWD 9
DE TO LEVEL 1
& LEVEL 2
TO LEVEL 1
& LEVEL 2
TO LEVEL 1
& LEVEL 2
S AMENITIES
CO TRIA LOT 7 GROUND LEVEL 86
BICYCLE
RACKS
2 3 NN N 3
inclusive of STANDARD 85
(WHEELCHAIR ACCESSIBLE)
EC BR PWD 1
2000 TIO IDG STAIR FROM STAIR FROM STAIR FROM
2000
N E LEVEL 1 & LEVEL 2
6000
LEVEL 1 & LEVEL 2
6000
LEVEL 1 & LEVEL 2
STAIR FROM
BASEMENT
STREET GROUND LEVEL 28
inclusive of STANDARD 28
BAR AND DINING VILLAGE MIXED USE VILLAGE MIXED USE
COV
3
VILLAGE MIXED USE
TAXI RANK
PWD N/A
620m2 895m2 690m2
BICYCLE LANE
BICYCLE LANE
ENA
4 COVENANT J LOT 7
340m2
TOTAL COMBINED LOT 3 / 7 / STREET 750
inclusive of STANDARD 736
FUTURE
4000
NT A
5
PWD 14
TO LEVEL 1
DEVELOPMENT
& LEVEL 2
CARPARING
CARPARING
PARALELL
PARALELL
STAIR
J
BICYCLE PARKING SCHEDULE
BASEMENT BELOW
6 4 2 3
LOT 3 PUBLIC BICYCLE RACK 44
20500
3002
VILLAGE GREEN 86
END OF TRIP SECURE STORAGE 62
3000 3003 3002 3000
3000m2 PARKING LOT 7 PUBLIC BICYCLE RACK 12
BAYS
7 PEDESTRIAN
CROSSING TOTAL COMBINED LOT 3 / 7 / STREET 118
RL
4000
LIFT FROM BASEMENT
TO LEVEL 1
TRAVELATORS STAIR
& LEVEL 2
8.95 FROM BASEMENT TO LEVEL 1
APARTMENT SCHEDULE
VILLAGE MIXED USE
8
(SMALL DWELLING)
STAIR
BAR AND DINING VILLAGE MIXED USE VILLAGE MIXED USE VILLAGE MIXED USE LANDSCAPED RETAINING LOT 3 1 BEDROOM, 1 BATH 52
340m2
BATTER TO TIE INTO 2 BEDROOM, 2 BATH 33
480m2 615m2 340m2 410m2 EXISTING TOPOGRAPHY
9 LOT 7 1 BEDROOM, 1 BATH 13
EASEMENT AK
MAIN STREET
2 BEDROOM, 2 BATH 23
BICYCLE
RACKS
(PRIVATE ROAD)
BIO-BASIN
RL LIFT & STAIR TOTAL COMBINED LOT 3 / 7 121
8.25 TO LEVEL 1
10 STAIR FROM STAIR FROM STAIR FROM
& LEVEL 2
LEVEL 1 & LEVEL 2
LEVEL 1 BASEMENT LEVEL 1
SECURE PRIVATE
STAIR FROM
CORRDIOR TO Section 15
ACCESS
N
TIO
11
GROUND FLOOR
BEL NOVA
28 APARTMENTS
OW
RECREATION VILLAGE MIXED USE PARKING
IN
ND
BAYS
SA
RL 1500m2 3500m2
ART
3 3
LIFT & STAIR
12
7.50 TO LEVEL 1 & LEVEL 2
AMENITIES
1102 1103
STAIR FROM
BASEMENT
LOADING DOCK
13
TO LEVEL 1
& LEVEL 2
Project
STAIR
N
NOOSA CIVIC VILLAGE
TIO
RL
2
SIN
LO VA
PLANT
14
6.75
BE INNO
BIO-BA
W
2002 MIXED USE DEVELOPMENT
D
AN
BICYCLE
TS
AR
RACKS
POSSIBLE CONNECTION TO
28 Eenie Creek Rd
15
SWITCHROOM
VER
BIO-BASIN FUTURE DEVELOPMENT
SUBSTATION
Noosaville QLD 4566
N
SSO
O
STAIR
TI
REFUSE
W VA
FROM LEVEL 1
CRO
LO NO
PLANT
REFUSE STAIR FROM STAIR FROM & LEVEL 2
BE IN
D
LE
BASEMENT LEVEL 1
AN
IC
TS
VEH
16
AR
RL RAMP TO
6.00 BASEMENT
Project Number
719021
Status
DEVELOPMENT PRECINCTS TOTAL AREA USE DEVELOPMENT APPLICATION
BIO Date Plotted
BE BA 21/11/2023 9:46:58 AM N
LO SIN
W
VILLAGE MIXED USE 7,500m2 SHOP
Date Issued
20.11.2023
SIN
FOOD AND DRINK OUTLET
-BA
RL
OFFICE Scale
BIO
5.25 1 : 500 @A1
HEALTH CARE SERVICE 0 5 10 20 30M
BAR AND DINING 1,100m2 BAR Drawing Title
FOOD AND DRINK OUTLET
FLOOR PLAN
PATH
LOT 3 RECREATION 2,700m2 INDOOR SPORT AND RECREATION
FOOT
FUTURE
CINEMA 3,070m2 THEATRE
NG
RL
EASEMENT AL DEVELOPMENT
EXISTI
4.50
ALONG FULL LENGTH BUSINESS 3,000m2 OFFICE
HEALTH CARE SERVICE
OF WEST BOUNDARY
RL ARTS AND INNOVATION 445m2 RESEARCH AND TECHNOLOGY
EASEMENT CB 4.20 Drawing Number Revision
MULTIPLE DWELLING number of apartments A-DA-1000 B
1 BEDROOM, 1 BATH 17
2 BEDROOM, 2 BATH 28
RESIDENTIAL 8,450m2
SHORT TERM ACCOMMODATION
1 BEDROOM, 1 BATH 48
A B C D E F G H I J K L M N O P Q R S T 2 BEDROOM, 2 BATH 28
2 1 2 Brisbane Studio
3000 2000 2000 + 61 7 3859 9222 / buchangroup.com.au
Section 16
1 1 2 Sim
Rev. Date Description Iss. Appr.
3000 2000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
B 20.11.2023 INFORMATION REQUEST RESPONSE MM GS
2 01
1
4
300
30
BUSINESS BUSINESS
565m2 660m2 2
2 2003
2003
3001
3002
STAIR FROM
Do not scale this drawing. Verify all dimensions on site before commencing
LEVEL 1 TO
GROUND
any work. Copyright © 2023 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
NOOSA CIVIC \ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
EXISTING CENTRE 2
1101 CAR PARKING SCHEDULE
LOT 3 GROUND LEVEL NORTH 192
inclusive of STANDARD 188
PWD 4
BASEMENT 444
1 inclusive of STANDARD
PWD
435
9
LIFT & STAIR
TO LEVEL 1
& GROUND
LOT 7 GROUND LEVEL 86
2 3 3
inclusive of STANDARD 85
PWD 1
2000 2000
STREET GROUND LEVEL 28
inclusive of STANDARD 28
3 PWD N/A
STAIR FROM
4 2
LEVEL 1 TO
TOTAL COMBINED LOT 3 / 7 / STREET 750
GROUND
inclusive of STANDARD 736
1103
5
PWD 14
BICYCLE PARKING SCHEDULE
6 4 3002 2 3
LOT 3 PUBLIC BICYCLE RACK
END OF TRIP SECURE STORAGE
44
62
3000 3003 3002 3000
LOT 7 PUBLIC BICYCLE RACK 12
7
STAIR FROM
LEVEL 1 TO
COMBINED LOT 3 / 7 / STREET 118
GROUND
TOTAL
APARTMENT SCHEDULE
8
(SMALL DWELLING)
LOT 3 1 BEDROOM, 1 BATH 52
BUSINESS RECREATION 2 BEDROOM, 2 BATH 33
9 550m2 1200m2 LOT 7 1 BEDROOM, 1 BATH 13
2 BEDROOM, 2 BATH 23
TOTAL COMBINED LOT 3 / 7 121
10
LIFT & STAIR
TO LEVEL 1
& GROUND
11 CINEMA
3070m2
12
STAIR FROM
LEVEL 1 TO
GROUND
13
Project
2 2 NOOSA CIVIC VILLAGE
14 2002 2002 MIXED USE DEVELOPMENT
28 Eenie Creek Rd
15 Noosaville QLD 4566
2
1102
16
Project Number
719021
Status
DEVELOPMENT PRECINCTS TOTAL AREA USE DEVELOPMENT APPLICATION
Date Plotted
20/11/2023 9:14:24 PM N
VILLAGE MIXED USE 7,500m2 SHOP
Date Issued
FOOD AND DRINK OUTLET 20.11.2023
OFFICE Scale
1 : 500 @A1
HEALTH CARE SERVICE 0 5 10 20 30M
BAR AND DINING 1,100m2 BAR Drawing Title
FOOD AND DRINK OUTLET
LEVEL ONE PLAN
RECREATION 2,700m2 INDOOR SPORT AND RECREATION
CINEMA 3,070m2 THEATRE
BUSINESS 3,000m2 OFFICE
HEALTH CARE SERVICE
ARTS AND INNOVATION 445m2 RESEARCH AND TECHNOLOGY
Drawing Number Revision
MULTIPLE DWELLING number of apartments A-DA-1020 B
1 BEDROOM, 1 BATH 17
2 BEDROOM, 2 BATH 28
RESIDENTIAL 8,450m2
SHORT TERM ACCOMMODATION
1 BEDROOM, 1 BATH 48
A B C D E F G H I J K L M N O P Q R S T 2 BEDROOM, 2 BATH 28
2 1 2 Brisbane Studio
3000 2000 2000 + 61 7 3859 9222 / buchangroup.com.au
Section 17
1 1 2 Sim
Rev. Date Description Iss. Appr.
3000 2000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
B 20.11.2023 INFORMATION REQUEST RESPONSE MM GS
2 01
1
4
300
30
2
2 2003
2003
1
1103
3001
3002
STAIR FROM
Do not scale this drawing. Verify all dimensions on site before commencing
LEVEL 2 TO
GROUND
any work. Copyright © 2023 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
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
CAR PARKING SCHEDULE
LOT 3 GROUND LEVEL NORTH 192
inclusive of STANDARD 188
PWD 4
BASEMENT 444
1 inclusive of STANDARD 435
1
PWD 9
LIFT & STAIR
TO LEVEL 2
1101 & GROUND
LOT 7 GROUND LEVEL 86
2 3 3
inclusive of STANDARD 85
PWD 1
2000 2000
STREET GROUND LEVEL 28
inclusive of STANDARD 28
3 PWD N/A
STAIR FROM
4
LEVEL 2 TO
TOTAL COMBINED LOT 3 / 7 / STREET 750
GROUND
inclusive of STANDARD 736
5
PWD 14
BICYCLE PARKING SCHEDULE
6 4 3002 2 3
LOT 3 PUBLIC BICYCLE RACK
END OF TRIP SECURE STORAGE
44
62
3000 3003 3002 3000
LOT 7 PUBLIC BICYCLE RACK 12
7
STAIR FROM
LEVEL 2 TO
COMBINED LOT 3 / 7 / STREET 118
GROUND
TOTAL
APARTMENT SCHEDULE
8
(SMALL DWELLING)
LOT 3 1 BEDROOM, 1 BATH 52
2 BEDROOM, 2 BATH 33
9 LOT 7 1 BEDROOM, 1 BATH
2 BEDROOM, 2 BATH
13
23
TOTAL COMBINED LOT 3 / 7 121
LIFT & STAIR
TO LEVEL 2
& GROUND
11
12
1
STAIR FROM
LEVEL 2 TO
1102
GROUND
13
Project
2 2 NOOSA CIVIC VILLAGE
14 2002 2002 MIXED USE DEVELOPMENT
28 Eenie Creek Rd
15 Noosaville QLD 4566
16
Project Number
719021
Status
DEVELOPMENT PRECINCTS TOTAL AREA USE DEVELOPMENT APPLICATION
Date Plotted
20/11/2023 9:14:49 PM N
VILLAGE MIXED USE 7,500m2 SHOP
Date Issued
FOOD AND DRINK OUTLET 20.11.2023
OFFICE Scale
1 : 500 @A1
HEALTH CARE SERVICE 0 5 10 20 30M
BAR AND DINING 1,100m2 BAR Drawing Title
FOOD AND DRINK OUTLET
LEVEL TWO PLAN
RECREATION 2,700m2 INDOOR SPORT AND RECREATION
CINEMA 3,070m2 THEATRE
BUSINESS 3,000m2 OFFICE
HEALTH CARE SERVICE
ARTS AND INNOVATION 445m2 RESEARCH AND TECHNOLOGY
Drawing Number Revision
MULTIPLE DWELLING number of apartments A-DA-1030 B
1 BEDROOM, 1 BATH 17
2 BEDROOM, 2 BATH 28
RESIDENTIAL 8,450m2
SHORT TERM ACCOMMODATION
1 BEDROOM, 1 BATH 48
A B C D E F G H I J K L M N O P Q R S T 2 BEDROOM, 2 BATH 28
2 1 2 Brisbane Studio
3000 2000 2000 + 61 7 3859 9222 / buchangroup.com.au
Section 18
BORNHORST +WARD APPENDIX B ENGINEERING DRAWINGS www.bornhorstward.com.au
The text continues on section 19.
Used in these records
Attachment 5 - Servicability Report.pdfRelated documentApplication case desk ↗
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