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Appendix C- Serviceability 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
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(B)\RPT_SERVICABILITY(B).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 Site A – Western Lot.......................................................................................................................................................... 3
2.3.2 Site B – 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 7 and Lot 3 on SP322201,
respectively). 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 as well. 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 Civil Buildings 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;
− Site A is located on the western side of the development site and is bounded by Noosa Civic Building to the west
and north, 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 Site A;
− Site B 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 north, and vacant future development lots to the south;
− Site A has an area of 3.46 ha and Site B has an area of approximately 2.32 ha;
− The closest waterway is Eenie Creek which located approximately 500m to the south-west; and
− The internal private access roadway is contained within an access easement in favour of Noosa Shire Council within
the Site A lot, 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 side of the Site A lot.
Refer to Figure 1 for locality details which notes Sites A and B within the proposed development area.
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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 the Site A lot, with basement carparking, commercial and retail
outlets, and residential build-to-rent apartments;
− Construction of mixed-use three-story buildings within the Site B lot, with surface carparking, commercial and retail
outlets, and residential build-to-rent apartments;
− The existing private access roadway will remain. Access to both Sites A and B lots will be via four proposed driveway
crossovers onto the existing private roadway, and multiple pedestrian entrances to both sites;
− A new pedestrian bridge across the environmental zone and natural drainage channel 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 Sites A and B, are
discussed below:
2.3.1 Site A – 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 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 Site B – 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 to the
stormwater drainage system along the access roadway to Eenie Creek and Lake Weyba;
− Site B 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 Site A 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
From Noosa Shire Council Plan Interactive Mapping, it has been obtained for the site and states the following:
− No flood levels or flags for building development purposes exist for the development site.
− The interactive mapping system within Noosa Shire Council Plan confirms that the development site is not affected
by Eenie Creek or overland flow flooding.
− It is expected that the site is at a low risk of flood inundation.
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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 Dial 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 600mm dia. stormwater pipe and temporary inlet is located at the south-west corner of the Site A lot
which conveys flows below Hofmann Drive and into Eenie Creek;
− 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; and
− The stormwater infrastructure has been built for a fully developed catchment.
As-constructed Drawings of the existing stormwater infrastructure and detailed survey can be found in Appendix C.
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Section 8
3.1.2 Proposed Infrastructure
The following points outline the proposed stormwater infrastructure for the development site:
− Minor events from within Site A will be conveyed by an internal stormwater piped network to the existing 600mm
dia. stormwater pipe at the south-west corner of the development site;
− Minor events from within Site B 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 three below-ground stormwater detention tanks are proposed across both Sites A and B; 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 the below-ground stormwater tanks.
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, surface carparks and basement carparks. 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:
− Two new driveway crossovers are proposed on the private access street into the Site A lot, to provide vehicle access
to the basement carparking and ground-level loading docks;
− Two new driveway crossovers are proposed on the private access street into the Site B lot, to provide vehicle access
to the surface carparking and loading docks;
− Multiple pedestrian entrances into both Sites A and B are proposed along the private access roadway;
− A pedestrian walkway is proposed along the existing pedestrian access easement along the western side of Site A;
− A new pedestrian bridge is proposed across the environmental zone and natural drainage channel to provide
pedestrian access to Site A directly from the existing shopping centre to the west;
− 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 Sites A and B respectively.
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 extend the two 150mm dia. property connection into Sites A and B to service the proposed
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.
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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 is below the private access roadway the western verge and the Site A
lot 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 Site B lot and development;
− Extending the existing 150mm property connection below the western verge of the access road to service the Site
A lot and proposed 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 Dial 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 Dial 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.
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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 flood levels or flags for building or development purposes and is expected
to be at low risk of flooding;
− New stormwater connections are proposed from the development site to the existing stormwater piped network
located along the private access roadway and the 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, and treatment devices will be located within the
below-ground detention tank systems;
− Earthworks will be required for basement excavation and construction, and to provide appropriate surface
carparking grades;
− Basement access and loading dock access to the western development site is proposed via two 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
Sim
1 1 2 Rev. Date Description Iss. Appr.
2000 3000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
RL 8.00
NOMINAL
1 STAIR FROM
LEVEL1 BASEMENT RAMP
EX
BIO
IST
IN
-B
G
AS
VAN RAMP
FO
IN
OT
2
TO BASEMENT STAIR FROM
PA
VAN LEVEL 1/2
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3 VAN
VE
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LE
4
CR
OS
SO
VE
EX
R
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GIN
5
FO
OT
PA
2
BIO
4
LOA
TH
300
UNDERCROFT CARPARK
-B
D
BIO
DOC ING
AS
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87 PARKING BAYS
AS
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6 Y EN
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SE
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LO
REFUSE
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FR REFUSE AND LOADING
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SCREENED AND
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LOADING
7
S
CK
SS
RA SETBACK FROM
OV
LE STREET
YC
ER
EMERGENCY BIC
BAY
SWITCHROOM
SUBSTATION
8 Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2023 Buchan. This drawing remains the property of
NOOSA CIVIC 1 AME
NIT
IES REFUSE COMMERCIAL
The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
prior consent is forbidden.
EXISTING CENTRE 5000
9
NT
File
EME
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
AS
STAIR
NOTE:
MB
FRO IR
FROM BASEMENT
STA
INTERTENANCY WALLS LIFT
SHOWN INDICATIVELY TO LEVEL 1 AREA SCHEDULE (GFA)
10
& BASEMENT
EL 1 RETAIL (ground floor) 13,700m2
EASEMENT AM EL 1
CINEMA 3,050m2
LEV
RL (first floor)
LIFT
LEV
RETAIL RETAIL RETAIL
TO IR
STAIR FROM
ENTERTAINMENT 1,540m2
TO
STA
8.95 (first floor)
LEVEL 1/2
11 COMMERCIAL (first floor) 2,800m2
PEDESTRIAN
CROSSING
PEDESTRIAN BRIDGE LINE OF AWNING OVER
RESIDENTIAL (ground floor) 950m2
CONNECTION OVER 3,140m2
12 BICYCLE RACKS BICYCLE RACKS (first floor)
(second floor) 3,950m2
3002
23000
3003
EASEMENT AK
MAIN STREET
CAR PARKING SCHEDULE
TO LEVEL 1 & LEVEL 2
INTERTENANCY WALLS SHOWN INDICATIVELY
13
(PRIVATE ROAD)
COV
LOT 3 GROUND LEVEL NORTH 87
inclusive of STANDARD 85
E
COVENANT J CIVIC PLAZA CIVIC SPINE LINE OF AWNING OVER
LOT 7
STAIR
NAN
PW D 2
14 FUTURE BASEMENT
inclusive of STANDARD
699
684
T AJ
DEVELOPMENT PW D 15
LOT 7 GROUND LEVEL 95
15 3 STAIR TO LEVEL 1 3 inclusive of STANDARD
PW D
93
2
2000 NOTE:
LIFT TO
LEVEL 1 & 32 95 2000
BASEMENT
STAIR INTERTENANCY WALLS STAIR STAIR PARKING PARKING STREET GROUND LEVEL 32
NOTE:
16
TO LEVEL 1 SHOWN INDICATIVELY STAIR TO BASEMENT TO LEVEL 1 & LEVEL 2 TO LEVEL 1 BAYS BAYS inclusive of STANDARD 32
PW D N/A
4 RL
RETAIL RETAIL 2 RETAIL 3 TOTAL COMBINED LOT 3 / 7 / STREET 913
3000 3002 3000
EM E M
inclusive of STANDARD 894
17
BAS IR FRO
8.95
NT
PWD 19
STA
PEDESTRIAN
11000
INTERNAL STREET CROSSING BICYCLE PARKING SCHEDULE
18 STAIR
TO LEVEL 1
& LEVEL 2 LOT 3 PUBLIC BICYCLE RACK 12
LOBBY
19 RL
LIFT
TO LEVEL 1
LANDSCAPED RETAINING
BATTER TO TIE INTO
END OF TRIP SECURE STORAGE 90
& LEVEL 2 LOT 7 PUBLIC BICYCLE RACK 8
LIFT FROM BASEMENT
20 8.25 EXISTING TOPOGRAPHY
TOTAL COMBINED LOT 3 / 7 / STREET 110
VEHICLE LANES
BICYCLE LANE
BICYCLE LANE
RETAIL
FROM BASEMENT
TYPE 2A
CARPARING
CARPARING
TRAVELATORS
SECURE PRIVATE
PARALELL
PARALELL
NOTE: TYPE 1A CORRDIOR TO ACCESS
21 INTERTENANCY WALLS
SHOWN INDICATIVELY
GROUND FLOOR
APARTMENTS
APARTMENT SCHEDULE (SMALL DWELLING)
LIFT
LOT 3 1 BEDROOM, 1 BATH 24
RL TO LEVEL 1 & 2 2 BEDROOM, 2 BATH 30
TYPE 1A
22
7.50 STAIR FROM BASEMENT
3 BEDROOM, 2 BATH 5
END OF TRIP
TYPE 1A
FACILITIES
STAIR
FROM LEVEL 1 &
LEVEL 2 LOT 7 1 BEDROOM, 1 BATH 24
LOBBY 2 BEDROOM, 2 BATH 13
Section 14
23
TO LEVEL 1 & LEVEL 2
TYPE 1A
TOTAL COMBINED LOT 3 / 7 96
AMENITIES TY TYPE 2A
RL
RETAIL RETAIL TY
PE
1A Project
PE
NOOSA CIVIC VILLAGE
1A
STAIR
24
6.75
SIN
BIO-BA
TY
PE
1A
2 MIXED USE DEVELOPMENT
PLANT
TY TYPE 2A 2002
25 PE
2A 28 Eenie Creek Rd
ER
Noosaville QLD 4566
V
STAIR FROM BASEMENT
SSO
RO
EC
26
ICL
RL
VEH
6.00 TY
PE
2A
IN
AS
ST
EXTERNAL
-B
FR AIR
STAIR TO
BIO
PLANT AND EQUIPMENT LE O M
LE VEL 1
Project Number
27 VE
L2 & 719021
Status
REFUSE DEVELOPMENT APPLICATION
LOADING DOCK Date Plotted 23/05/2023 2:55:14 PM
R
VE
28
N
RL
SO
Date Issued 23.05.2023
5.25
OS
CR
Scale 1 : 500 @A1
LE
HIC
0 5 10 20 30M
VE
29 PLANT Drawing Title
RL FLOOR PLAN
PATH
4.50
30
G FOOT
EASEMENT AL
EXISTIN
RAMP TO
ALONG FULL LENGTH BASEMENT CARPARK
OF WEST BOUNDARY
EASEMENT CB Drawing Number Revision
A-DA-1000 A
A B C D E F G H I J K L M N O P Q R S T U
1 2 Brisbane Studio
2000 2000 + 61 7 3859 9222 / buchangroup.com.au
Section 15
Sim
1 1 2 Rev. Date Description Iss. Appr.
2000 3000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
1 400
0 RAMP UP EDGE OF
TO GROUND CARPARK
8700
OVER
10
RAMP DOWN
56
2
FROM GROUND
0
2800
3
58
00
8500
58
4
00
8500
85
00
5
2
75
4
300
00
8800
6
85
00
8500
LOBBY
58
00
7
58
8500
00
PLANT
58
8
00
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
8500
prior consent is forbidden.
9 NOOSA CIVIC LOBBY
File
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
8500
EXISTING CENTRE
10
8500
EASEMENT AM
11
8500
12 PEDESTRIAN BRIDGE
CONNECTION OVER
8500
13
8500
14
8500
15 3
LOBBY
2000
8500
16
4
8500
699 PARKING BAYS
3000
17
8500
18
4250 4250
TYPICAL
19 2700 2700 2700
20
5400
LOBBY
8500
5400
21
TYPICAL
8500
6200
22
5400
8500
LOBBY
LOBBY
5400
23
8500
Project
24 NOOSA CIVIC VILLAGE
2 MIXED USE DEVELOPMENT
8500
2002
25 28 Eenie Creek Rd
Noosaville QLD 4566
8500
26
8500
Project Number
27 719021
Status
DEVELOPMENT APPLICATION
8500
Date Plotted 23/05/2023 11:59:31 AM
28
N
Date Issued 23.05.2023
Scale
8500
1 : 500 @A1
LINE OF BUILDING ABOVE 0 5 10 20 30M
29 Drawing Title
BASEMENT PLAN
8500
EXTERNAL EXIT GATES
30
RAMP UP
TO GROUND
RAMP DOWN
FROM GROUND
Drawing Number Revision
A-DA-1010 A
4250 8500 5800 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 8500 5850 4300
A B C D E F G H I J K L M N O P Q R S T U
1 2 2 Brisbane Studio
2000 3000 2000 + 61 7 3859 9222 / buchangroup.com.au
Section 16
Sim
1 1 2 Rev. Date Description Iss. Appr.
2000 3000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
1 STAIR TO
GROUND
STAIR FROM
LEVEL 2
STAIR TO
2
GROUND
PE
TY C
3 3
PLANT AND 1E
PE
4 EQUIPMENT TY
1E
PE
TY
5 TY
PE2
D
2
4
STAIR FROM LEVEL2
300
CINEMA TO GROUND
6
LIFT
TO LEVEL 2
& GROUND
7 TY
PE
2D
1F
PE
TY
8 1E
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2023 Buchan. This drawing remains the property of
5.00°
PE The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
LIFT FROM PLANT AND EQUIPMENT TY 1D prior consent is forbidden.
LOBBY LEVEL 2 TO PE
BASEMENT TY
9 NOOSA CIVIC File
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
EXISTING CENTRE TYPE 1C
RL14.2 AREA SCHEDULE (GFA)
10 UND RETAIL 13,700m2
AWNING BELOW
AWNING BELOW
(ground floor)
TYPE 2C
TYPE 2C
TYPE 2C
TYPE 2C
TYPE 2C
STAIR TO
UND
GR O
GR O
GROUND CINEMA (first floor) 3,050m2
LIFT
ROOF O ENTERTAINMENT
TO IR
ENTERTAINMENT 1,540m2
TO
TYPE 3B
STA
(first floor)
F BRIDGE
11 TENANT COMMERCIAL (first floor) 2,800m2
RESIDENTIAL (ground floor) 950m2
AWNING BELOW 3,140m2
12
(first floor)
(second floor) 3,950m2
3002 TYPE 2A
3003 CAR PARKING SCHEDULE
13 AWNING BELOW AWNING BELOW TYPE 1A LOT 3 GROUND LEVEL NORTH 87
inclusive of STANDARD 85
PW D 2
14 BASEMENT 699
AWNING BELOW
AWNING BELOW
TYPE 1A inclusive of STANDARD 684
STAIR FROM
RISER CUP
LEVEL2 TO
PW D 15
TYPE 1A
GROUND
BOARD
LOT 7 GROUND LEVEL 95
15 3 3 inclusive of STANDARD
PW D
93
2
2000 LIFT TO
LEVEL 2 & TYPE 1A 2000
BASEMENT
STAIR STAIR STAIR TYPE 1A STREET GROUND LEVEL 32
16
TO GROUND STAIR TO BASEMENT FROM LEVEL2 TO TO GROUND inclusive of STANDARD 32
GROUND
PW D N/A
AWNING BELOW
4 COMMERCIAL COMMERCIAL 2 TYPE 1A
3 TOTAL COMBINED LOT 3 / 7 / STREET 913
3000 3002 3000 inclusive of STANDARD 894
17 PWD 19
TYPE 2A
BICYCLE PARKING SCHEDULE
18 INTERNAL STREET VOID BELOW
RL14.2
STAIR
FROM LEVEL2 TO
GROUND LOT 3 PUBLIC BICYCLE RACK 12
19 LIFT
TO LEVEL 2
END OF TRIP SECURE STORAGE 90
& GROUND LOT 7 PUBLIC BICYCLE RACK 8
20 TYPE 1B
TYPE 2B
TYPE 2A
TOTAL COMBINED LOT 3 / 7 / STREET 110
TYPE 1A
21 APARTMENT SCHEDULE (SMALL DWELLING)
3.00°
LIFT
LOT 3 1 BEDROOM, 1 BATH 24
TO LEVEL2
& GROUND TYPE 2B TYPE 1A 2 BEDROOM, 2 BATH 30
22 STAIR
FROM LEVEL2 TO
TYPE 1A 3 BEDROOM, 2 BATH 5
GROUND LOT 7 1 BEDROOM, 1 BATH 24
RL12.0
2 BEDROOM, 2 BATH 13
23 TYPE 1A
TOTAL COMBINED LOT 3 / 7 96
TY TYPE 2A
PE
1A Project
24 TY
PE
1A NOOSA CIVIC VILLAGE
2 2 MIXED USE DEVELOPMENT
3.00°
STAIR FROM
TY
RISER CUP
LEVEL2 TO
PE
GROUND
1A
BOARD
2002 TY TYPE 2A 2002
25 PE
2A 28 Eenie Creek Rd
Noosaville QLD 4566
26 TY
PE
2A
ST
FR AIR
LE O M Project Number
GR VEL 2
27 OU
ND TO 719021
Status
DEVELOPMENT APPLICATION
Date Plotted 23/05/2023 11:59:52 AM
28
N
Date Issued 23.05.2023
Scale 1 : 500 @A1
0 5 10 20 30M
29 Drawing Title
ROOF BELOW
LEVEL ONE PLAN
30
Drawing Number Revision
A-DA-1020 A
A B C D E F G H I J K L M N O P Q R S T U
1 2 2 Brisbane Studio
2000 3000 2000 + 61 7 3859 9222 / buchangroup.com.au
Section 17
Sim
1 1 2 Rev. Date Description Iss. Appr.
2000 3000 2000 A 23.05.2023 DEVELOPMENT APPLICATION ISSUE MM GS
1
STAIR TO
2
GROUND
PE
TY C
3 3
1E
PE
4 TY
1E
PE
TY
5 TY
PE2
D
2
4
STAIR FROM TO
300
GROUND
6
LIFT
TO GROUND
7 TY
PE
2D
1F
PE
TY
8 1E
Do not scale this drawing. Verify all dimensions on site before commencing
any work. Copyright © 2023 Buchan. This drawing remains the property of
2.50 PE The Buchan Group Australia Pty Ltd. Reproduction in whole or in part without
° TY 1D prior consent is forbidden.
PE
TY
9 File
\ACCDocs\Buchan\719021-R22-Noosa_Civic_Precinct\
5.00°
TYPE 1C
3.00°
RL17.2 AREA SCHEDULE (GFA)
10 RETAIL (ground floor) 13,700m2
TYPE 2C
TYPE 2C
TYPE 2C
TYPE 2C
TYPE 2C
CINEMA (first floor) 3,050m2
TYPE 3B ENTERTAINMENT (first floor) 1,540m2
11
°
2.50
COMMERCIAL (first floor) 2,800m2
RESIDENTIAL (ground floor) 950m2
3,140m2
12
(first floor)
(second floor) 3,950m2
3002 TYPE 2A
3003 CAR PARKING SCHEDULE
13 TYPE 1A LOT 3 GROUND LEVEL NORTH 87
inclusive of STANDARD 85
PW D 2
14 TYPE 1A
BASEMENT
inclusive of STANDARD
699
684
3.00°
TYPE 2C
TYPE 2C
TYPE 2C
TYPE 2C
TYPE 2C
TYPE 3A
RISER CUP
PW D 15
TYPE 1A
STAIR TO
GROUND
BOARD
LOT 7 GROUND LEVEL 95
15 3 RL18.2 3 inclusive of STANDARD
PW D
93
2
2000 3.00° STAIR
TYPE 1A 2000
TO LEVEL1
TYPE 1A STREET GROUND LEVEL 32
16
TYPE 1B inclusive of STANDARD 32
PW D N/A
4 2 TYPE 1A
3 TOTAL COMBINED LOT 3 / 7 / STREET 913
3000 TYPE 2B 3002 3000 inclusive of STANDARD 894
17 PWD 19
TYPE 2A
5.00°
BICYCLE PARKING SCHEDULE
18 RL17.2
STAIR
TO GROUND
LOT 3 PUBLIC BICYCLE RACK 12
LIFT END OF TRIP SECURE STORAGE 90
TO GROUND
LOT 7 PUBLIC BICYCLE RACK 8
20 TYPE 1B
TYPE 2B
TYPE 2A
TOTAL COMBINED LOT 3 / 7 / STREET 110
TYPE 1A
21 APARTMENT SCHEDULE (SMALL DWELLING)
LIFT TO
LOT 3 1 BEDROOM, 1 BATH 24
GROUND
TYPE 2B TYPE 1A 2 BEDROOM, 2 BATH 30
22 STAIR
TO GROUND
TYPE 1A 3 BEDROOM, 2 BATH 5
LOT 7 1 BEDROOM, 1 BATH 24
RL15.0 / 18.2
2 BEDROOM, 2 BATH 13
23 TYPE 1A
TOTAL COMBINED LOT 3 / 7 96
0
TY TYPE 2A
15.
PE
1A Project
RL
24 TY
PE
1A NOOSA CIVIC VILLAGE
2 TY 2 MIXED USE DEVELOPMENT
RISER CUP
PE
STAIR TO
GROUND
1A
BOARD
2002 TY TYPE 2A 2002
25 PE
2A 28 Eenie Creek Rd
Noosaville QLD 4566
26 TY
PE
2A
Project Number
27 719021
Status
DEVELOPMENT APPLICATION
Date Plotted 23/05/2023 12:00:15 PM
28
N
Date Issued 23.05.2023
Scale 1 : 500 @A1
0 5 10 20 30M
29 Drawing Title
LEVEL TWO PLAN
30
Drawing Number Revision
A-DA-1030 A
A B C D E F G H I J K L M N O P Q R S T U
1 2 2 Brisbane Studio
2000 3000 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
Appendix C- Serviceability Report.PDFRelated documentApplication case desk ↗
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