Original source · versioned page text
Reference Documents - MCU23 0058 (As Published)
Very large file (16.2 MB): the original may take a few minutes to open or download. The page text below is quick to read.
N
FILE:C:\Users\dcwilson\AppData\Local\Temp\AcPublish_11320\Intersection for DA.dwg DATE:24/Oct/2023 BY:dcwilson
NOOSA COUNCIL
REFERENCE DOCUMENT
MCU23/0058 29 JAN 2024
0 0.02 0.04 0.06m
Scale 1:1 @A1
Scale 1:2 @A3
ALL DISTANCES IN METRES
5 Capital Project Number
4 NOT FOR CONSTRUCTION
PSM No ?????? | XXXXXX
MARY RIVER ROAD - COOROY
(AHD) RL ??.??? | XX.XXX XXXXXX
A1 3
2
1 ??/??/?? ISSUED FOR REVIEW
SURVEYED
DRAWN
M DAVIS 08 / 2023
10 / 2023
SKETCH CN00476 Attachment J
Concept Access Road Intersection General Alignment Sheet No. - Revision No.
Rv DATE REVISIONS REC. APPR. CHECKED PROJECT COVER SHEET C00 1
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.
Full text of the other 58 pages
Page 2
Cooroy Sportsground
Preliminary SMP
Noosa Shire Council
Preliminary Stormwater
Management Plan
NOOSA COUNCIL
23-0102-SMP01-V1A REFERENCE DOCUMENT
MCU23/0058 29 JAN 2024
April 2023
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 3
Commercial in Confidence
This document is commercial-in-confidence. The recipient of this document agrees to hold all information presented
within as confidential and agree not to use or disclose or allow to use or disclosure of the said information to
unauthorized parties, directly or indirectly, irrespective of the acceptance or rejection of the presentation or at any time
before, during or after an agreement has been reached, without prior written consent.
This report is prepared by Colliers | Engineering & Design for exclusive use by its client only. No responsibility is accepted
for the use of or reliance upon this report in whole or in part by any third party.
Limitations
The sole purpose of this report and the associated services performed by Colliers | Engineering & Design is to display
information in accordance with the scope of services set out in the contract/quotation between Colliers | Engineering &
Design and its client. The scope of works and services were defined by the requests of the client, by the time and
budgetary constraints imposed by the client, and by the availability of access to site/s and information.
This report is prepared with information supplied by the client and possibly others which is presumed to be accurate and
complete. No responsibility is accepted for information that is withheld, incorrect or that is inaccurate, nor for changes
to the conditions over the passage of time or from latent circumstance or conditions. No warranty or guarantee is made
in relation to the data, findings and conclusions expressed in this report.
This report has been compiled at the level of detail specified in the report and no responsibility is accepted for
interpretations made at more detailed levels than so indicated.
Report Contact:
Name: Lochlan Gillis
Position Senior Engineer Water Resources
Phone: (07) 3532 1300
Document Control
Report Number
Version Date Details Prepared Checked Approved
01 26/4/23 For Issue LG KM KM
Flood Certificate
01A 02/5/23 LG KM KM
added
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page i
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 4
Executive Summary
Colliers Engineering & Design have been engaged by Noosa Shire Council to prepare a Preliminary Stormwater
Management Plan in support of a development application on land located at 35 Mary River Rd, Cooroy QLD 4563
(Lot 204 on MCH976 and Lot 157 on MCH4833). This development application seeks a preliminary stormwater
management plan to address local planning requirements.
The site covers an area of 6.27ha and is zoned as Recreation and Open Space with a majority of the parcel
cleared with sports fields. The site is accessed by Mary River Rd to along the northern boundary, and is bounded
by Sportsground Parade to the west, Garnet Street to the south and Six Mile Creek to the East. The site is located
within the Six Mile Creek catchment which drains to the Mary River to the northwest.
The proposed development site is subject to Biodiversity, Waterways and Wetlands Overlay code, and Flood
Hazard Overlay code identified in planning scheme (PSP).
The flood hazard overlay code sets flood height requirements and hydraulic performance criteria for assessable
developments. The proposed building has a floor level set at 109.230 which is compliant with the minimum design
surface level outlaid in the code. The site satisfies the minimum flood free area in accordance with the code. The
proposed development involves filling within the floodplain and performance solutions have been proposed to
meet the intent of performance objectives regarding “filling and hydraulic performance” and “earthworks” within
the flood hazard overlay code.
The development is in accordance with acceptable outcomes outlines in the Biodiversity, Waterways and Wetlands
Overlay code. This is due to works being away from the waterway and within existing cleared areas of lowest
ecological value and works that do not necessitate the removal of vegetation within the riparian zone.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page i
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 5
Table of Contents
Executive Summary ................................................................................. i
1. Introduction ..................................................................................... 1
1.1. Site Location .......................................................................................... 1
1.2. Existing site drainage ............................................................................ 2
1.3. Proposed Development ....................................................................... 2
2. Planning Scheme Overlays ............................................................. 3
2.1. Flood Hazard Overlay and Overland Flow ......................................... 3
2.1.1. Minimum design levels .......................................................................4
2.1.2. Flood free area ....................................................................................5
2.1.3. Filling and hydraulic performance ...................................................6
2.1.4. Earthworks ...........................................................................................8
2.2. Biodiversity, Waterways and Wetlands Overland Code ................... 9
2.3. Recommendations .............................................................................. 10
3. References ...................................................................................... 11
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 6
List of Tables
Table 2-1: Earthworks criteria for assessable le development (Source:
Table 8.2.9.3 Noosa Plan 2020 PSP) .............................................................. 9
Table 8-1l: Criteria for assessable development (Source: Table 8.2.6.3
Flood Hazard Overlay Code, Noosa Shire Council PSP) ............................ 13
Table 8-2: Criteria for assessable development- Water Resources
(Source: Table 8.2.9.3 Biodiversity, Waterways and Wetlands overlay
code, Noosa Shire Council PSP) ................................................................... 15
List of Figures
Figure 1-1: Site Location (Source: QGIS Open Street Maps) ....................... 1
Figure 1-2: Site drainage ................................................................................. 2
Figure 1-3: Proposed development compared to existing sports
complex footprint (Development plan source: Black Wood Architecture
and Design)....................................................................................................... 3
Figure 2-2: Flood inundation extents for minor to extreme events
(Source: Noosa Shire Council Interactive Mapping) .................................... 4
Figure 2-3: Inundation extents for minor to moderate flood events (Source:
Noosa Shire Council Interactive Mapping) ....................................................... 4
Figure 2-3: Six Mile Creek Flood Study 1% AEP (2100) DFE levels
(Source: Hydralogic)......................................................................................... 5
Figure 2-4: Flood free area and 1% AEP (2100) DFE velocity contouring .. 6
Figure 2-5: LIDAR showing approximate extent of fill in the existing
case.................................................................................................................... 7
Figure 2-6: Existing fill vs proposed fill for the developed case. ................ 7
Figure 2-7: Proposed re-establishment of swales........................................ 8
Figure 2-6: Biodiversity, Waterways and Wetlands overlay (Source:
Noosa Shire Council Interactive Mapping) ................................................... 9
Appendices
Concept Architectural Drawings
Flood Hazard Overlay Code
Biodiversity, Waterways and Wetlands Overland Code
Objectives
Flood Search Certificate
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 7
1. Introduction
Colliers Engineering & Design have been engaged by Noosa Shire Council to prepare a Preliminary
Stormwater Management Plan in support of a development application on land located at 35 Mary River Rd,
Cooroy QLD 4563 (Lot 204 on MCH976 and Lot 157 on MCH4833). This development application seeks a
preliminary stormwater management plan to address local planning requirements.
The proposed architectural plans can be found in Appendix A.
1.1. Site Location
The location of the proposed development site is shown in Figure 1-1. Cooroy sportsground complex is
located at 35 Mary River Rd, Cooroy QLD 4563 with building works proposed across two parcels, Lot 204 on
plan MCH976 and Lot 157 on plan MCH4833.
The site covers an area of 6.27ha and is zoned as Recreation and Open Space with a majority of the parcel
cleared with sports fields. The site is accessed by Mary River Rd to along the northern boundary, and is
bounded by Sportsground Parade to the west, Garnet Street to the south and Six Mile Creek to the East.
The site is located in the Six Mile Creek catchment which drains to the Mary River to the northwest.
Cooroy sports complex has facilities to service local sporting clubs, including Cooroora United Soccer Club,
Cooroy Eumundi Cricket Club, and Cooroy Gymnasitcs club. The western side of the sports complex is a
gymnasium and the eastern side has cricket and soccer facilities.
Figure 1-1: Site Location (Source: QGIS Open Street Maps)
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page 1
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 8
1.2. Existing site drainage
To facilitate drainage through the site a series of swales and inlet pits with piped drainage convey minor
flows from the site towards Six Mile Creek to the east. Refer to Figure 1-2 below.
Figure 1-2: Site drainage
1.3. Proposed Development
The proposed development works at the site includes:
• New gymnasium (proposed addition to the west) – approved as per application 51994. 1373.01
(TPC 2736)
• Awning to the north of the gymnasium
• New club facilities to the eastern side of the building including services, amenities, changing
areas, and a store.
The proposed development includes terracing beside the building for spectators and construction of steps
and wheelchair ramp on the far eastern side of the building envelope. Refer to architectural plans in
Appendix A.
The existing building envelope measures approximately 1320m2. The proposed development is estimated
to have a total footprint area (including roof area, terracing, steps and wheelchair ramp) of around 3300m2.
The above figures exclude tanks, shed and cricket nets.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page 2
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 9
Figure 1-3: Proposed development compared to existing sports complex footprint (Development plan source: Black Wood Architecture
and Design)
2. Planning Scheme Overlays
The proposed development site is subject to the Flood Hazard Overlay code (refer Figure 2-1), and
Biodiversity, Waterways and Wetlands Overlay code (refer Figure 2-8) identified in the Noosa Plan 2020
planning scheme (PSP).
An overview of the criteria that apply to the development within the Flood Hazard Overlay code and the
Biodiversity, Waterways and Wetlands code (Noosa Plan 2020) are summarized in tables within Appendix B
and Appendix C retrospectively. The tables also contain proposed measures to meet each of the
performance objectives.
Details regarding criteria within the planning scheme overlays are summarized below.
2.1. Flood Hazard Overlay and Overland Flow
The purpose of the Flood Hazard overlay is to (1) assess appropriateness of development in flood hazard
zones while taking into account the expected effects of climate change, (2) mitigate or avoid hazards to
human life, property, community, economic activities, and the environment during such events, and (3)
restrict development that may worsen flood damage on-site or to surrounding properties.
The extent of flood inundation for minor to extreme events at the site is shown in Figure 2-1 and
inundation extents for minor to moderate flood events is shown in Figure 2-2.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page 3
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 10
Figure 2-1: Flood inundation extents for minor to extreme events (Source: Noosa Shire Council Interactive Mapping)
Figure 2-2: Inundation extents for minor to moderate flood events (Source: Noosa Shire Council Interactive
Mapping)
2.1.1. Minimum design levels
Noosa Shire Council specifies minimum flood levels and flood immunity requirements in table 8.2.6.4 of the
Flood Hazard Overlay code (Noosa Plan 2020). These minimum design levels seek to manage risk to people
and property (performance objective PO1) and are summarized in Error! Reference source not found.
below. The proposed development’s floor level is set at 109.230 which is at the existing floor level according
to LIDAR data. According to levels obtained from the Six Mile Creek flood study, the maximum 1% AEP
(2100) DFE level within the building area is 108.9m AHD. Therefore, the proposed floor level meets the
minimum design level described in Table 2-1, and meets acceptable outcome A01 for the performance
objective (P01).
Table 2-1: Flood Levels and Flood Immunity Requirements (Table 8.2.6.4 Noosa Plan 2020)
Type of development Flood Level (Defined Minimum design level – Minimum finished floor
Flood Event) for a 2100 surface level level
planning period
Infrastructure other 1% AEP DFE/DSFE or Historical DFE + 0.3m or Historical
than specified flood level flood level + 1m
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page 4
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 11
Figure 2-3: Six Mile Creek Flood Study 1% AEP (2100) DFE levels (Source: Hydralogic)
2.1.2. Flood free area
Performance Objective PO2 (Flood Hazard Overlay table 8.2.6.3, Noosa Plan 2020) states that “all lots have
sufficient area that is above the DFE flood level… to safely and adequately accommodate the intended use.” The
acceptable outcome (AO2) is that “The minimum area above flood level (flood free area) for each lot, is in
accordance with Table 8.2.6.5”, which is summarized below.
Table 2-1: Minimum Size of Flood Free House Site Areas or Development Areas for Lots (Table 8.2.6.5, Noosa Plan 2020)
Zone Modelled DFE or DSTE level or where not modelled, above the
highest known flood level
Recreation and Open Space 1000m2 or 10% of the total site area, whichever is the greater.
The Cooroy sportsgrounds complex comprises four lots in total, including Noosa District Rugby League
Football Club, carpark and sports fields across Lot 1 on SP246688 and Lot 229 on SP246604, and the two
lots over which the development works are proposed (Lot 204 on plan MCH976 and Lot 157 on plan
MCH4833). The total flood free area for the four lots is 35% and approximately 3.46ha in area. Therefore,
the proposed development meets Acceptable Outcome A02. Refer to Figure 2-4 for an overview of the
flood free area available on site.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page 5
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 12
Figure 2-4: Flood free area and 1% AEP (2100) DFE velocity contouring
2.1.3. Filling and hydraulic performance
Currently the eastern portion of the building is built upon fill to 109.23m AHD to set the floor level, as
described in Section 2.1.1 above. The existing fill at the site forms a sloped batter with maximum grade of 1
in 5 from RL109.23m AHD to approximately RL108.00m AHD. Refer to Figure 2-5 for the approximate
extent of fill at the site based upon LiDAR.
The proposal seeks to modify the fill to a series of terraced benches that are 450mm high by 1800mm wide.
The modification will widen fill around the building past the existing fill’s batter toe. It is estimated that the
proposal will result in an additional 360m2 fill. For details regarding modifications to fill onsite refer to
Figure 2-6.
Performance object P03 (table 8.2.6.3) of the Noosa Plan 2020 Flood Hazard Overlay states that “for
reconfiguring a lot or operational works, development is undertaken in a manner that ensures (a) natural
hydrological systems are protected from erosion, scour or flood damage on the premises or other premises; (b)
natural landforms and drainage lines are maintained to protect the hydraulic performance of waterways and
flood plain; and (c) development integrates with the natural landform rather than modifying the landform to suit
the development as far as practicable.”
The following performance solution is proposed to meet performance objective PO3:
• Fill is provided to achieve minimum floor level of 109.230, satisfying performance objective PO1.
• Terracing is stabilised with retaining walls to protect the proposed development from erosion,
scour or flood damage.
• Existing swales that are impacted by the extent of proposed are re-established at the site as shown
in Figure 2-7 to maintain drainage lines at the site.
• Extent of fill is minimised, balancing the need to meet other performance objectives described in
the flood hazard overlay. The proposed increase in fill footprint is approximately < 20% and is
minor in comparison to the overall floodplain area.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page 6
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 13
Figure 2-5: LIDAR showing approximate extent of fill in the existing case.
Figure 2-6: Existing fill vs proposed fill for the developed case.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page 7
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 14
Figure 2-7: Proposed re-establishment of swales
2.1.4. Earthworks
Noosa Shire Council outlines requirements for earthworks for assessable developments subject to the
Flood Hazard Overlay Code as summarized in Table 2-1.
The following performance solution is proposed to meet performance objective PO10:
Filling, other than accessways:
a) does not extend more than the equivalent of 3 metres from existing fill measured from the
toe of existing fill.
b) is limited to a maximum of 500m2. Note that fill is estimated as being 360m2.
c) does not impact on the local drainage of adjoining properties.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page 8
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 15
Table 2-1: Earthworks criteria for assessable le development (Source: Table 8.2.9.3 Noosa Plan 2020 PSP)
Performance Object Acceptable Outcomes
PO10 AO10
Excavation and filling for operational works only Filling, other than accessways:
occur where they:
a) does not extend more than the equivalent
a) result in the protection, rehabilitation and of 3 metres around the main building,
repair of ecologically important areas, measured from the outer walls of
watercourses, drainage lines and the building;
wetlands; b) is limited to a maximum of 500m2; and
b) do not adversely impact on the overall does not impact on the local drainage of
hydrology, hydraulics and flood capacity of adjoining properties.
a waterway;
c) do not directly, indirectly or cumulatively
cause adverse impacts external to the site;
d) do not cause increased flooding, which
adversely affects the safety or use of any
land upstream or downstream;
e) do not cause ponding of water on
the site or nearby land;
f) do not result in a reduction in flood
storage capacity;
g) do not adversely affect the flow of water in
any overland flow path; and
h) do not adversely affect the privacy or
visual amenity of surrounding property.
2.2. Biodiversity, Waterways and Wetlands Overland Code
The proposed development is located withing the riparian buffer area shown in the Biodiversity, Waterways
and Wetlands Overlay code, refer Figure 2-8. The development is therefore subject to Performance
objectives as described in Appendix C.
Figure 2-8: Biodiversity, Waterways and Wetlands overlay (Source: Noosa Shire Council Interactive Mapping)
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP Page 9
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 16
The development is approximately >60m away from the centreline of the waterway and is within existing
cleared areas of lowest ecological value. The proposed development does not necessitate the removal of
vegetation within the riparian zone and is in accordance with acceptable outcomes outlined in the
Biodiversity, Waterways and Wetlands Overlay code. Therefore, the proposed development satisfies all
performance objectives within the code. Refer to Appendix C for further details.
2.3. Recommendations
Colliers proposes the following recommendations regarding managing stormwater for the proposed
development:
1. According to levels obtained from the Flood Information Certificate, the maximum 1% AEP (2100)
DFE level within the building area is 108.9. The minimum floor level of the building shall be >
RL109.2 m AHD, in accordance with table 8.2.6.4 of the Flood Hazard Overlay Code (Noosa Plan
2020). The proposed development’s floor level is set at 109.230 and is satisfactory.
2. As existing swales are impacted by the extent of proposed earthworks, additional earthworks are
recommended to ensure that water free drains from the site. It is recommended that drainage
swales are re-established at the site as shown in Figure 2-7.
3. The proposed development will increase impervious area by 2.5x, including an additional ~1600m 2
of roof area. It is recommended that additional rainwater tanks are installed to reduce potable
water use at the site if feasible.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMPPage 10
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 17
3. References
• Noosa Council (2020). Noosa Plan 2020 - Part 8: Overlays. https://noosa.qld.gov.au
• Department of Infrastructure, Local Government and Planning. (2017). State Planning Policy.
https://planning.statedevelopment.qld.gov.au/
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMPPage 11
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 18
Appendices
Concept Architectural Drawings
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 19
Cooroy Sporting Precinct B L A C K
Mary River Road, Cooroy QLD 4563
Noosa Shire Council & Cooroy Gymanstics Club
W O O D
DESIGN DEVELOPMENT a r c h i t e c t u r e & d e s i g n
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 20
Contents
DA1 Site Plans
Client & Prepared for:
DA1.01 COVER PAGE A
Noosa Shire Council
DA1.02 CONTENTS A
DA1.03 LOCATION A
Job No:
DA1.04 HISTORY A
202119 - Cooroy Sporting Precinct
DA1.05 INSPIRATION A
DA1.06 MATERIALS A
By:
Blackwood Architecture & Design DA1.07 DIAGRAMS A
25/91 Poinciana Avenue, Tewantin DA1.08 EXISTING - OVERALL A
QLD 4565 DA1.09 GROUND FLOOR - OVERALL A
07 5301 9677 DA1.10 UPPER FLOOR - OVERALL A
0416 037 424 DA1.11 ROOF - OVERALL A
DA2 Floor Plans
www.blackwoodarchitecture.com.au
DA2.01 GROUND FLOOR - PART A A
[email protected]
DA2.02 GROUND FLOOR - PART B A
DA2.03 UPPER FLOOR - PART A A
Phil Tillotson -
DA2.04 UPPER FLOOR - PART B A
QLD Registered Architect #5386
DA2.05 ROOF PLAN - PART A A
The designs and drawings contained in this document are the DA2.06 ROOF PLAN - PART B A
copyright of Blackwood Architecture and shall not be
reproduced, copied or used in any other context other than the DA3 Elevations
project and site specified. The proposal herewith are conceptual,
subject to change and not to be used for construction or sales
DA3.01 NORTH & SOUTH ELEVATION A
and marketing. DA3.02 EAST & WEST ELEVATIONS A
DA3.03 NORTH ELEVATION - PART A & B A
DA3.04 SOUTH ELEVATION - PART A & B A
DA4 Sections
DA4.01 SECTIONS A + B A
DA5 Renders
DA5.01 RENDERS A
DA5.02 RENDERS A
DA5.03 RENDERS A
DA5.04 RENDERS A
DA5.05 RENDERS A
Drawing Register
Issue Date Description Checked
A 09/03/23 Issued for Client Review PT
B L A C K
B L A C K Job No: Project: Date W Drawing
O No. O D
CONTENTS 202303 Cooroy Sporting Precinct 9/03/2023 DA1.02
W O O D a r c h i t e c t u r e
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:1 @ A3
Version: 1, Version Date: 29/01/2024
Page 21
COOROY
INDUSTRIAL
AREA
INDUSTRIAL
AREA
EQUESTRIAN LOWER MILL
PRECINCT
ADVENTURE
PLAYGROUND
RUGBY TENNIS
LIBRARY
CRICKET
BUTTER FACTORY
RUGBY SITE
R
SHOPS
R
SOCCE
SOCCE
CWA
RSL
COMMUNITY HALL
SHOP
S POST OFFICE
OY
OR
CO
D
OL
B L A C K
Cooroy Sporting Precinct W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 22
INDUSTRIAL
AREA
INDUSTRIAL
AREA
EQUESTRIAN
LOWER MILL
PRECINCT
ADVENTURE
TENNIS PLAYGROUND
LIBRARY
CRICKET
BUTTER FACTORY
SHOPS
CWA
RSL
COMMUNITY HALL
SHOP
S POST OFFICE
Y
RO
O
CO
D
OL
LOWER MILL PRECINCT BUTTER FACTORY
SHOPS POST OFFICE ORIGINAL BANK
COOROY HISTORICAL BUILDINGS
Established as a township in the early 1900's people began to settle in Cooroy due to its abundance of timber and opportunities to work within the logging
industry. The township began to grow in population and the opening of industrial landmarks such as the Saw Mill, Buttery Factory and Brickworks saw
Cooroy settle into the hard-working rural town it still is today. Although most of the industrial landmarks are now closed, they along with other
architecturally significant buildings remain a part of the landscape and serve as a reminder of the rural industrial essence that Cooroy still captures. B L A C K
Cooroy Sporting Precinct W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 23
INSPIRATION
Taking on the historical hardworking and man-made essence of Cooroy's history this sports complex aims to use materials that evoke a
handmade quality and provide new facility that fits into old Cooroy. Finding inspiration from rural Australian architecture and examples within
Cooroy, this building aims to provide comfort for locals and families within the somewhat harsher elements of rural Queensland.
B L A C K
Cooroy Sporting Precinct W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 24
MATERIALS
EXTERNAL FINISHES
CODE DESCRIPTION FINISH
BAL1 Balustrade Glass Panel, Structure to match Corten Steel
BRK Brick Pavers Bradfield Bronze Stanard - PGH Bricks
CLD1 Aluminium Standing Seam Cladding Colorbond Surfmist
CLD2 Aluminium Timber Cladding Light Walnut Variation Finish
MRS1 Metal Roof Sheeting Colourbond - Dune
MRS2 Polycarbonate Roof Sheeting Danpal - Opal Finish
PC Polycarbonate Wall Cladding Danpal - Opal Finish
SCR1 Timber Look Aluminium Battens Light Walnut Finish
SCR2 Timber Pailings To match Walnut Finish
STL1 Corten Steel Cladding Corten Steel
BRK CLD1 CLD2 ST ST
STL2 Exposed Structure Galvinised Steel Finish
INTERNAL FINISHES
CODE DESCRIPTION FINISH
TF Timber Look Vinyl Flooring Natural finish Paperbark
PNT1 Paint Finish to all internal walls + ceilings Dulux - Casper White
PNT2 Paint Finish to all internal wall datums Dulux - Land Light
EPXY Epoxy Flooring Sunset - Designer Flake
TL Tile Floor / Wall Grey Tile 600 x 300 T.B.C
TF PNT1 PNT2 EPXY TL NATIVE VEGETATION
B L A C K
Cooroy Sporting Precinct W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 25
TRAINING
AREA
NEW GYM SERVICE
NORTH
EASTERLY
BREEZE
CRICKET
OVAL
EW
VI
VIEW
TRAINING
AREA
NEW GYM
FACILITY
AMENITIES
EXISTING
SERVICE
SERVICE
WESTERN GYM
AMENITIES
SERVICE
SUN
FACILITY
FACILITY EASTERN
SOUTHERLY
SUN
WIND
SOCCER
FIELD
SPATIAL DIAGRAMS
EW
The extension of the gym facility aims to protect the new public amenities and
VI
services area from the Western sun as well as capture views and breeze from the
North. The Eastern side of the building is open to the Northerly breezes and
provides opportunity for covered thoroughfare and views to both sporting fields. B L A C K
SOCCER
Cooroy Sporting Precinct FIELD
W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 26
Existing Tree
Existing Carpark
Existing
Tree
Existing Tree
Existing Field
Wall t
ramp
Landi
ng
mat
Tramp P
Extend F P
ootpath
Existing Tree
Access P
P P Screen
Concrete P
Path P
Servery W
Entry indow
Existing Gymnasium to Remain M Male Bench S
eat
eat
Toilets
Bench S
Away C h
ange Ro
ay
ur.
om
Breezew
E xh a u st
Shr. Shr.
P F Female Shr.
E x is t in g
Canteen
Office P C lu b h o Store 1
Foam Toilets Shr. Shr.
use
Pit Shr.
Screen Home C
hange R
s. s.
Store 2
oom
Concrete Trophies
Runw Path Bench S
s.
ay eat
Store
fr.
B e n ch fr. Store 3
P
P
P
Water
Tank Water Existing S
Tank ervices
Water
Elec.
Tank Water
Tank
Shed
d
cate
Cricket not lo
Nets MH
eld
ting Fi
Exis
B L A C K Job No: Project: Date Drawing No.
EXISTING - OVERALL 202303 Cooroy Sporting Precinct 9/03/2023 DA1.08
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:250 @ A3
Version: 1, Version Date: 29/01/2024
Page 27
Existing Tree
PART
A
PART B
Existing Tree
Existing Field
Wall t
ramp
Landi
ng
New Gymnasium mat
Propsed addition as approved in Tramp
application no. 51994.1373.01
(TPC 2736)
Existing Gymnasium to Remain
Roller Shutter
Roller Shutter
Foam
Pit
Runw
ay
Water
Tank Water
LEGEND Tank Water
Tank Water
NEW TRAINING AREA Tank
Shed
NEW GYMNASIUM
SERVICES
AMENITIES
d
cate
CHANGING AREAS not lo
MH
STORE
eld
ting Fi
MEDICAL Exis
B L A C K Job No: Project: Date Drawing No.
GROUND FLOOR - OVERALL 202303 Cooroy Sporting Precinct 9/03/2023 DA1.09
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:250 @ A3
Version: 1, Version Date: 29/01/2024
Page 28
Existing Tree
PART
Existing Carpark A
PART B
Existing
Tree
Existing Field
VIEW TO CRICKET /
SOCCER
L OW
BE
M
S IU
NA
M
GY W
B ELO
IUM
AS
Y MN
IN GG
IST
EX
Awning
LEGEND
EXTERNAL VIEWING AREA
VIEW TO CRICKET /
INTERNAL VIEWING AREA SOCCER
GYM VIEWING AREA
d
AMENITIES
ng Fiel
ti
SERVICES Exis
STORE
B L A C K Job No: Project: Date Drawing No.
UPPER FLOOR - OVERALL 202303 Cooroy Sporting Precinct 9/03/2023 DA1.10
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:250 @ A3
Version: 1, Version Date: 29/01/2024
Page 29
Existing Tree
PART
Existing Carpark A
PART B
NEW
AWN
ING R
OOF Existing Field Existing Tre
NEW
ROOF
EXIST
ING R
OOF
NEW ROOF
NEW
ROOF
EXIST
ING R
OOF
NEW ROOF
d
ng Fiel
ti
Exis
B L A C K Job No: Project: Date Drawing No.
ROOF - OVERALL 202303 Cooroy Sporting Precinct 9/03/2023 DA1.11
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:250 @ A3
Version: 1, Version Date: 29/01/2024
Page 30
A B C D E F G H I
6,000.0 6,000.0 6,000.0 6,000.0 6,000.0 6,000.0 6,000.0 5,930.0
DA4.01
DA3.03
2
1
+108.230 +108.729
Walkway Walkway
B1
+109.230
TRAINING AREA
5,999.9
286.98 m2
+109.330
B2
4,199.9
Landing
Wall tramp GYM OFFICE
mat
35.53 m2
GYM LOBBY
B3 41.59 m2
REFER TO DA2.02 FOR PART B
4,000.0
Tramp
B4
GYM EXTENSION EXISTING GYM
369.54 m2
4,600.0
615.27 m2 LOCKERS
23.17 m2
B5
+109.330 GYM STORAG
4,000.0
B6
Foam Pit Runway
4,169.6
B7
E-03
A301
B L A C K Job No: Project: Date Drawing No.
GROUND FLOOR - PART A 202303 Cooroy Sporting Precinct 9/03/2023 DA2.01
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 31
#La
#D
J K L M N O P Q R
6,000 6,000 5,450 3,576 6,000 6,000 6,000 6,000
REFER TO DA2.01 FOR PART A
DA3.03 Existing Tree
DA4.01
2
1
Existing Field
+108.330
Terraced Landscape Terraced Landscape
37.06 mm
+108.780
Terraced Landscape Terraced Landscape
+109.230
Terraced Landscape Terraced Landscape
PUBLIC WALKWAY
A1
+109.230
2,340
+109.230
A2
GYM OFFICE
GYM TOILET / SHRS CH.RM 2 CH.RM 1 Medical
GYM LOBBY 35.53 m2
STORE 28.96 m2 30.11 m2 30.12 m2 13.17 m2
41.59 m2 Vinyl
Ramp 1:14
Epoxy Epoxy Epoxy
6,910
Vinyl Epoxy Seats Seats
SERVERY
10.14 m2 AMB
Epoxy AMB TOILET / SHRS TOILET / SHRS AMB STORAGE
A300
E-02
AMB
PWD 22.52 m2 20.65 m2 10.21 m2 Roller Shutter
Tile Tile
227.44 mm
Epoxy
A3 PANTRY
17.63 m2 CLEANER STORAGE
TOILET / SHRS TOILET / SHRS Roller Shutter
AMB
Epoxy 7.85 m2 10.21 m2
PUBLIC WALKWAY /
STORAGE 20.65 m2 20.65 m2
LOCKERS TOILET / SHRS Epoxy Epoxy +108.610
BREEZEWAY
14.17 m2 AMB Tile Tile AMB
23.17 m2 66.16 m2
Tile Epoxy
Vinyl
8,500
Seats Seats
SERVERY LOBBY
Seats 29.75 m2 CH.RM 4 CH.RM 3
15.00 m2 REF 1 REF 2
GYM STORAGE CH.RM 5 Conc 32.46 m2 32.60 m2
Epoxy 15.38 m2 24.05 m2
69.87 m2 30.57 m2 Epoxy Epoxy Epoxy
Epoxy
Epoxy LIFT Seats Seats
Epoxy
6.89 m2
A4
2,650
A5
Terraced +109.230
Landscape
+108.780
Terraced Landscape Terraced Landscape Terraced Landscape
+108.330
Terraced Landscape Terraced Landscape Terraced Landscape
Shed
DA4.01
2
1
DA3.04
B L A C K Job No: Project: Date Drawing No.
GROUND FLOOR - PART B 202303 Cooroy Sporting Precinct 9/03/2023 DA2.02
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 32
A B C D E F G H I
6,000.0 6,000.0 6,000.0 6,000.0 6,000.0 6,000.0 6,000.0 5,930.0
rk
DA4.01
Carpa
DA3.03
2
isting 1
Ex
GUTTER
B1
NEW AWNING ROOF
5,999.9
5°
MRS1
B2
Gym
4,199.9
Viewing
Area
73.94 m2
B3
4,000.0
REFER TO DA2.04 FOR PART B
W
LO
OW
BE
L
B4 BE
UM
M
SI
S IU
NA
NA
YM
M
4,600.0
GY
G
G
W
IN
ST
NE
E XI
B5
4,000.0
B6
4,169.6
B7 Awning
E-03
A301
B L A C K Job No: Project: Date Drawing No.
UPPER FLOOR - PART A 202303 Cooroy Sporting Precinct 9/03/2023 DA2.03
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 33
#Lay
#Dr
J K L M N O P Q R
REFER TO DA2.03 FOR PART A
6,000 6,000 5,450 3,576 6,000 6,000 6,000 6,000 Existing
DA3.03
Tree
DA4.01
2
1
Existing Field
VIEW TO CRICKET /
SOCCER
A1
2,340
Gym
Viewing
A2 Area
73.94 m2
TOILET / SHRS
Epoxy
29.13 m2
Tile
6,910
Internal Social /
Kitchen AMB
Viewing Area
173.56 m2 34.90 m 2
Vinyl Timber PWD
PUBLIC WALKWAY / BREEZEWAY
Vinyl
A3
Store External Social /
6.47 m2 Viewing Area
617.31 m2
Epoxy
8,500
+112.330
LIFT Store
6.89 m2 5.72 m
2
A4 Epoxy
2,650
A5Awning
DA4.01
VIEW TO CRICKET / 2
1
DA3.04
SOCCER
B L A C K Job No: Project: Date Drawing No.
UPPER FLOOR - PART B 202303 Cooroy Sporting Precinct 9/03/2023 DA2.04
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 34
A B C D E F G H I
6,000 6,000 6,000 6,000 6,000 6,000 6,000 5,930
arpark
DA4.01
DA3.03
C
2
ting 1
Exis
GUTTER
B1
NEW AWNING ROOF
6,000
5°
MRS1
B2
4,200
B3
REFER TO DA2.06 FOR PART B
NEW ROOF
4,000
10°
MRS1
B4
4,600
B5
EXISTING
NEW ROOF
4,000
ROOF
10°
MRS1
B6
4,170
B7
GUTTER GUTTER
GUTTER
E-03
A301
B L A C K Job No: Project: Date Drawing No.
ROOF PLAN - PART A 202303 Cooroy Sporting Precinct 9/03/2023 DA2.05
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 35
#Lay
#Dr
J K L M N O P Q R
6,000 6,000 5,450 3,576 6,000 6,000 6,000 6,000
REFER TO DA2.05 FOR PART A
DA3.03
DA4.01
2
1
Existing Field Existing Tree
NEW AWNING
ROOF BELOW
GUTTER
A1
2,340
A2
EXISTING
ROOF BELOW
NEW ROOF NEW ROOF NEW ROOF
10°
6,910
MRS1 MRS2 MRS1
A3
8,500
NEW ROOF NEW ROOF NEW ROOF
10°
MRS1 MRS2 MRS1
A4
2,650
A5
GUTTER
DA4.01
2
1
DA3.04
B L A C K Job No: Project: Date Drawing No.
ROOF PLAN - PART B 202303 Cooroy Sporting Precinct 9/03/2023 DA2.06
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 36
PART B PART A
+115.330
2 Roof
+112.330
1 Upper Level
+109.330
0 Ground Level
1 North Elevation Overall
1:300
PART B PART A
+115.330
2 Roof
+112.330
1 Upper Level
+109.330
0 Ground Level
2 South Elevation Overall
1:300
B L A C K Job No: Project: Date Drawing No.
NORTH & SOUTH ELEVATION 202303 Cooroy Sporting Precinct 9/03/2023 DA3.01
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:300 @ A3
Version: 1, Version Date: 29/01/2024
Page 37
CODE DESCRIPTION
BAL1 Balustrade
BRK Brick Pavers
CLD1 Aluminium Klip-Lock Cladding
CLD2 Aluminium Timber Cladding
MRS1 Metal Roof Sheeting
MRS2 Polybarconate Roof Sheeting
SCR1 Timber Look Aluminium Battens
SCR2 Timber Pailings
A5 A4 A3 A2 A1 STL1 Corten Steel Cladding
STL2 Exposed Structure
2,650 8,500 6,910 2,340
SCR1
MRS1
+115.330
2 Roof
+112.330 BAL1
1 Upper Level
CLD1
ST1
+109.330
0 Ground Level
ST1 BRK STAIR AND RAMP
East Elevation
1:150
B1 B2 B3 B4 B5 B6 B7
6,000 4,200 4,000 4,600 4,000 4,170
MRS1
+115.330
2 Roof
MRS1
SCR1
+112.330
1 Upper Level
CLD2 ST1
CLD1
+109.330
0 Ground Level
SCR2
West Elevation
1:150
B L A C K Job No: Project: Date Drawing No.
EAST & WEST ELEVATIONS 202303 Cooroy Sporting Precinct 9/03/2023 DA3.02
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 38
CODE DESCRIPTION
BAL1 Balustrade
BRK Brick Pavers
CLD1 Aluminium Klip-Lock Cladding
CLD2 Aluminium Timber Cladding
MRS1 Metal Roof Sheeting
MRS2 Polybarconate Roof Sheeting
SCR1 Timber Look Aluminium Battens
SCR2 Timber Pailings
STL1 Corten Steel Cladding
STL2 Exposed Structure
I H G F E D C B A
6,000 6,000 6,000 6,000 6,000 6,000 6,000
EXISTING ROOF
MRS1
+115.330
2 Roof
MRS1
+112.330 CLD2
1 Upper Level
+109.330
STAIR
0 Ground Level
SCR2
HORIZONTAL BI-FOLD DOORS ST1
North Elevation Part A
1:150
R Q P O N M L K J
6,000 6,000 6,000 6,000 3,576 5,450 6,000 6,145
MRS2
MRS1
+115.330
2 Roof
EXTERNAL VIEWING
AREA
+112.330 BAL1
1 Upper Level
STAIR & RAMP CLD1
+109.330
0 Ground Level
LANDSCAPED TERRACING CLD1
North Elevation Part B CLD2
1:150
B L A C K Job No: Project: Date Drawing No.
NORTH ELEVATION - PART A & B 202303 Cooroy Sporting Precinct 9/03/2023 DA3.03
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 39
CODE DESCRIPTION
BAL1 Balustrade
BRK Brick Pavers
CLD1 Aluminium Klip-Lock Cladding
CLD2 Aluminium Timber Cladding
MRS1 Metal Roof Sheeting
MRS2 Polybarconate Roof Sheeting
SCR1 Timber Look Aluminium Battens
SCR2 Timber Pailings
STL1 Corten Steel Cladding
STL2 Exposed Structure
A B C D E F G H I
6,000 6,000 6,000 6,000 6,000 6,000 6,000 5,930
EXISTING ROOF
+115.330
MRS1
2 Roof
PC
+112.330
1 Upper Level
CLD1
+109.330
0 Ground Level
SCR2
NEW EXTERNAL CLADDING
South Elevation Part A
1:150
J K L M N O P Q R
6,000 6,000 5,450 3,576 6,000 6,000 6,000 6,000
MRS1 MRS2 MRS1
+115.330
2 Roof
+112.330 BAL1
1 Upper Level
CLD1 CLD1
+109.330
0 Ground Level
SCR2
CLD2 TERRACED LANDSCAPING
South Elevation Part B
1:150
B L A C K Job No: Project: Date Drawing No.
SOUTH ELEVATION - PART A & B 202303 Cooroy Sporting Precinct 9/03/2023 DA3.04
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 40
CODE DESCRIPTION
BAL1 Balustrade
BRK Brick Pavers
A5 A4 A3 A2 A1 CLD1 Aluminium Klip-Lock Cladding
CLD2 Aluminium Timber Cladding
2,650 8,500 6,910 2,340 MRS1 Metal Roof Sheeting
MRS2 Polybarconate Roof Sheeting
MRS1 MRS1
SCR1 Timber Look Aluminium Battens
SCR2 Timber Pailings
STL1 Corten Steel Cladding
STL2 Exposed Structure
+115.330
2 Roof
INTERNAL VIEWING AREA
CLD1
+112.330 BAL1
1 Upper Level
CLD1 CLD1
PANTRY
STAIR
+109.330
0 Ground Level
Section
1:150
B7 B6 B5 B4 B3 B2 B1
4,170 4,000 4,600 4,000 4,200 6,000
PC MRS1 MRS1
+115.330
2 Roof
GYM EXTENSION
+112.330
1 Upper Level
TRAINING AREA
HORZINTAL BI-FOLD
DOOR
+109.330
0 Ground Level
SCR2
Cross Section
1:150
B L A C K Job No: Project: Date Drawing No.
SECTIONS A + B 202303 Cooroy Sporting Precinct 9/03/2023 DA4.01
W O O D
Revision Scale
a r c h i t e c t u r e & d e s i g n Mary River Road, Cooroy QLD 4563
Document Set ID: 22785418 For Noosa Shire Council A 1:150 @ A3
Version: 1, Version Date: 29/01/2024
Page 41
Front Entry View
B L A C K
Cooroy Sporting Precinct W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 42
View from Northern facade of Stage 2 / Existing Gym
B L A C K
Cooroy Sporting Precinct W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 43
View from Cricket Oval
B L A C K
Cooroy Sporting Precinct W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 44
View from Soccer Fields
B L A C K
Cooroy Sporting Precinct W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 45
View to Western facade of existing Gym and Carpark
B L A C K
Cooroy Sporting Precinct W O O D
CONCEPT / DA STAGE a r c h i t e c t u r e
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 46
Flood Hazard Overlay Code
Table 3-1l: Criteria for assessable development (Source: Table 8.2.6.3 Flood Hazard Overlay Code, Noosa Shire Council PSP)
Performance outcomes Acceptable outcomes Performance solution / notes
Floodplain protection, immunity and safety - for development areas
PO1 AO1 AO1 satisfied.
Development provides that for all flood events up The finished flood level is not less than the minimum
to and including the DFE: design levels specified in Table 8.2.6.4
a) the safety of people on the site is protected;
and
b) the risk of damage to property on the site is
avoided or minimised as far as practicable.
PO2 AO2 AO2 satisfied.
All lots have sufficient area that is The minimum area above flood level (flood free
above the DFE flood level or where modelling is not area) for each lot, is in accordance with Table 8.2.6.5.
available, the highest recorded flood level, to safely
and adequately accommodate the intended use.
PO3 AO3 Performance solution proposed:
For reconfiguring a lot or operational works, Development areas are not filled to reduce flood • Fill is provided to achieve minimum floor level
development is undertaken in a manner that risk. of 109.230, satisfying performance objective
ensures: PO1.
a) natural hydrological systems are protected • Terracing is stabilised with retaining walls to
from erosion, scour or flood damage on the protect the proposed development from
premises or other premises; erosion, scour or flood damage.
b) natural landforms and drainage lines are • Existing swales that are impacted by the
maintained to protect the hydraulic extent of proposed are re-established at the
performance of waterways and flood plain; site to maintain drainage lines at the site.
and • Extent of fill is minimised, balancing the need
c) development integrates with the natural to meet other performance objectives
landform rather than modifying the described in the flood hazard overlay. The
landform to suit the development as far as proposed increase in fill footprint is
practicable. approximately < 20% and is minor in
comparison to the overall floodplain area.
Resilient building design and form
PO6 works AO6.1 Building incorporates screening beneath the
Development ensures that building design Buildings are designed to integrate well with the gymnasium that does not impede flood flows,
and building form: street level and the levels of adjoining properties to meeting AO6.2. Performance Objective PO6
a) accounts for potential flood risk; facilitate pedestrian flows and visual and physical satisfied.
b) is resilient to flood events; and connectivity between the footpath and ground
a) maintains a functional and attractive street floors.
address appropriate to the intended use.
AO6.2
Buildings incorporate appropriate screening to
ensure that any under-storey is not visible from the
street, where such screening does not impede flood
water flows.
AO6.3
Residential buildings minimise risk from flooding by
providing parking and other low intensive, non-
habitable uses at ground level, rather than habitable
uses.
AO6.4
Non-residential buildings and structures are
oriented to the street by activating the
street frontage with appropriate uses and urban
design treatments such as recessed wall treatments,
screening or landscaping, whilst allowing for flow
through of flood waters on the ground floor.
Editor's Note— The use of flood resilient building materials is also
encouraged for building works up to the probable maximum flood to
reduce the consequences of flooding.
AO6.5
Basements and underground car parking areas are
designed to drain and function safely during a flood
event and power failure.
Editor's note—Basements should have flood immunity above the
1%AEP defined flood event with alternative means to mechanical
pumping used to achieve such immunity.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 47
Performance outcomes Acceptable outcomes Performance solution
Earthworks
PO10 AO10 Performance solution proposed. Filling:
Excavation and filling for operational works only Filling, other than accessways: d) Filling, other than accessways:
occur where they: does not extend more than the equivalent
c) does not extend more than the equivalent of 3 metres from existing fill measured from
i) result in the protection, rehabilitation and of 3 metres around the main building, the toe of existing fill.
repair of ecologically important areas, measured from the outer walls of e) is limited to a maximum of 500m2; and
watercourses, drainage lines and the building; f) does not impact on the local drainage of
wetlands; d) is limited to a maximum of 500m2; and adjoining properties.
j) do not adversely impact on the overall e) does not impact on the local drainage of
hydrology, hydraulics and flood capacity of adjoining properties. Note that fill is estimated as being 360m2.
a waterway;
k) do not directly, indirectly or cumulatively
cause adverse impacts external to the site;
l) do not cause increased flooding, which
adversely affects the safety or use of any
land upstream or downstream;
m) do not cause ponding of water on
the site or nearby land;
n) do not result in a reduction in flood
storage capacity;
o) do not adversely affect the flow of water in
any overland flow path; and
p) do not adversely affect the privacy or
visual amenity of surrounding property.
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 48
Biodiversity, Waterways and Wetlands Overland Code Objectives
Table 3-2: Criteria for assessable development- Water Resources (Source: Table 8.2.9.3 Biodiversity, Waterways and Wetlands overlay code, Noosa Shire Council PSP)
Performance Objective Acceptable Outcome Notes
PO1. AO1.1 AO1.1 – AO1.4 met. Therefore performance
Development is sited and designed to protect the Ecologically important areas are conserved or objective PO1 is satisfied.
physical and ecological integrity and biodiversity of improved to ensure their ongoing contribution to
ecologically important areas through protection of: the natural resources and biological diversity of
a) existing habitat areas and ecological linkages; Noosa Shire.
and AO1.2
b) existing riparian vegetation, waterways and Buildings, structures and associated works are
wetland habitat values. located within existing cleared areas or areas of
lowest ecological value.
AO1.3
Clearing vegetation (other than for a driveway
access) does not extend beyond—
c) 10 metres of a habitable building or class
10 structure on lots 10 hectares or less
but more than 3,000 m2;
AO1.4
Clearing of vegetation for a boundary fence does
not extend beyond 5 meters either side of the
fence.
PO6. AO6.1 AO6.1 and AO6.3 met. Therefore performance
The biodiversity and ecosystem values of waterways, Development and clearing of vegetation does not objective PO6 is satisfied.
wetlands and adjacent riparian zones are protected by: occur within:
a) avoiding any new development in a riparian a) a riparian buffer area;
buffer area and wetland area; b) a wetland area; or
b) retaining aquatic and terrestrial habitat in c) 10 metres either side of the centre line of
riparian zones; other waterways identified on a
c) maintaining and enhancing wildlife corridors Biodiversity, Waterways and Wetlands
and connectivity along watercourses and Overlay Map.
drainage lines for native fauna movement; AO6.2
d) avoiding edge effects and damage from adjacent Development provides for the rehabilitation of
land uses; land within:
e) maintaining stream integrity and bank stability a) a riparian buffer area;
by minimising bank erosion and slumping; b) a wetland area; and
f) maintaining water quality through filtering c) 10 metres either side of the centre line of
sediments, nutrients and other pollutants; and any other waterway identified on a
g) removing pest species and replacing them with Biodiversity, Waterways and Wetlands
local native species. Overlay Map.
AO6.3
Recreational facilities (eg. playgrounds, pergolas,
barbeques) are setback a minimum of 10 metres
from the top of the bank of a waterway.
PO9 AO9.1 Performance solution proposed:
Development ensures that the natural surface water Development does not impact on the natural
and ground water hydrologic regimes of waterways, surface water or groundwater hydrologic regimes Existing swales that are impacted by the extent of
wetlands and hydrologically-sensitive plant and this is facilitated by: proposed are re-established at the site to
communities are not adversely impacted. a) avoiding or minimising channelization, maintain drainage regime at the site.
redirection or interruption of flow;
b) avoiding groundwater extraction;
c) maintaining groundwater recharge and
discharge processes;
d) maintaining natural groundwater
fluctuations;
e) avoiding causing ingress of saline water
into freshwater aquifers of wetlands; and
f) avoiding contaminants entering
groundwater (e.g. from runoff, effluent
disposal).
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 49
Flood Search Certificate
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 50
Noosa Council documents
Flood Information Certificate
This certificate is issued in response to an information request for a property which is located within the
geographical boundaries of Noosa Council.
Applicants Name Colliers Engineering and Issue Date 28 April 2023
Design
Applicants Address 2 Innovation Pkwy Property Number 129068
BIRTINYA QLD 4575 Property Description Lot 157 MCH 4833
Address Cooroy Sportsground 35 Mary
River Rd Cooroy Qld 4563
Our Reference Cer23/1046
Email Address [email protected] Issuing Officer Mark Lewis
Your Reference
This certificate is issued in response to an enquiry for the above property:
State of Queensland -Reserve For Sport & Recreation under
REGISTERED OWNER/S NAME:
control of Council as Trustee
In the area of the existing buildings 108.9m AHD to 108.4m AHD as
DEFINED FLOOD LEVEL:
shown on the attached image
DEFINED FLOOD EVENT: 1% AEP Under 2100 Climate Change Conditions
SOURCE OF INFORMATION: Hydrology and Water Management Consulting, Flood Modelling for
Noosa Council’s planning scheme amendments, Jan 2016
HIGHEST HISTORICAL FLOOD A flood level has not been recorded for this property
LEVEL:
LOCATION DESCRIPTION OF
A flood level has not been recorded for this property
RECORDED HISTORICAL EVENT:
DATE OF HISTORICAL EVENT: A flood level has not been recorded for this property
FREEBOARD: 0.3m
APPLICABLE MINIMUM FLOOR In the area of the existing buildings 109.2m AHD to 108.7m AHD as
LEVEL FOR HABITABLE ROOM / shown on the attached image (as required by The Noosa Plan)
AREA:
THIS CERTIFICATE IS VALID FOR 6 MONTHS FROM DATE OF ISSUE.
*Velocity note:
The subject property is located in an active water flow area and the velocity of the water is up to approximately
1.9m/s in the area of the existing buildings for the 1% AEP Defined Flood Event.
www.noosa.qld.gov.au [email protected] T 07 5329 6500
PO Box 141 Tewantin Qld 4565 ABN 97 969 214 121
Flood Information Certificate (FSCV3-0809) Page 1 of 4
Document Set ID: 22785418
22388151
Version: 1,
2, Version Date: 29/01/2024
28/04/2023 Print Date: 28 April 2023, 2:30 PM
Page 51
Noosa Council documents
CLIMATE CHANGE
The advice provided in this certificate is based upon information relating to historically recorded flood events and
future climate condition. The defined flood event incorporates an allowance for climate change for the 1% AEP at
year 2100. Climate change projections include increased rainfall intensity, higher mean sea level and more
extreme weather conditions (e.g. storm surge and tropical cyclones).
NOTES FOR FLOOD INFORMATION
1. The absence of Highest Historical Flood Level information does not imply that the above property is not
subject to flooding, simply that Council has no record of this property flooding. Applicants are encouraged to
make their own local enquiries.
2. In accordance with the Noosa Plan, the MINIMUM FLOOR LEVEL is calculated as whichever is greater of
either:
(a) 300mm freeboard added to the Defined Flood Event for the site; or
(b) 500 mm freeboard added to the Highest Historical Flood Level appropriate to the site; or
(c) If the property is intended for use as a Hospital, Aged Residential Care Facility or Emergency
Services Facility then the Council should be contacted to determine this level.
3. Council advises that if stormwater drainage pipelines/easements exist on the property then no earthworks or
building are permitted in the easement.
4. All buildings shall conform to the relevant Planning Scheme Code in The Noosa Plan.
5. Please be aware of the natural topography in your area. Water runoff which exceeds the capacity of the
underground drainage system (if present) and which concentrates in surface depressions and gullies as it
flows down a catchment can cause localised flooding and is not identified in this certificate.
6. Filling must not cause actionable nuisance in accordance with Queensland Urban Drainage Manual.
7. Council advises that if there are openings to basements these openings require a minimum level at least
equal to the minimum floor level.
8. Please be aware that the reported flood information may vary in the future as new data becomes available.
9. Flood Hazard Maps within Council’s planning scheme are indicative only and should not be relied upon as a
guide to potential flooding.
www.noosa.qld.gov.au [email protected] T 07 5329 6500
PO Box 141 Tewantin Qld 4565 ABN 97 969 214 121
Flood Information Certificate (FSCV3-0809) Page 2 of 4
Document Set ID: 22785418
22388151
Version: 1,
2, Version Date: 29/01/2024
28/04/2023 Print Date: 28 April 2023, 2:30 PM
Page 52
Noosa Council documents
DISCLAIMERS
Flood information provided by Council should only be used as a guide to the extent of flooding on the property. This
information may be inaccurate or incomplete and it is recommended that purchasers make their own local enquiries with
regard to the flooding and drainage history of the site. NO LIABILITY IS ACCEPTED FOR THIS INFORMATION.
The property information supplied does not represent the highest probable flood level that could occur on this property. A flood
more severe than the level described above may occur, although such events would be extraordinary.
The absence of flood information does not imply that the above property is not subject to flooding, simply that Council has no
flood information for this property flooding.
If there is a history of flooding or drainage issues, we recommend you seek professional advice on this matter.
COUNCIL ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION
GLOSSARY OF TERMS
Term Definition
The Australian Height Datum (AHD) is the reference level for defining reduced levels
AHD adopted by the National Mapping Council of Australia. The level of 0.0 m AHD is
approximately mean sea level.
Defined Flood Level A water level derived through mathematical modelling of the Defined Flood Event.
Terminology consistent with State Planning Policy (SPP, 2003) which states “Defined Flood
Defined Flood Event Event is the flood event adopted by a local government for the management of development
in a particular locality”.
The Annual Exceedance Probability is the likelihood of occurrence of a flood or storm tide
inundation event of a given size or larger in any one year, usually expressed as a
percentage. For example, if an event has an AEP of 1%, it means that there is a 1% risk
1% AEP (i.e. probability of 0.01 or a likelihood of 1 in 100) of this event occurring in any one year. A
1% AEP event should not be interpreted as only occurring once in 100 years.
This flood event is also commonly called the 100 year ARI (Average Recurrence Interval) or
Q100.
Is a reference to the document summarising the results of the anticipated flooding relevant
Source of Information
to this location.
Highest Historical Flood
The highest flood water level from all historic events for which Council has records.
Level
Location Description of
A description of the site where the Highest Historical Flood Level was recorded.
Recorded Historical Event
Date of Historical Event The date on which the Highest Historical Flood Level occurred.
The minimum floor level calculated in accordance with the Town Plan through the addition
Minimum Floor Level of the relevant freeboard to the Defined Flood Level and the Highest Historical Flood Level.
Council requires that the higher of these two levels be used as the minimum floor level.
A factor of safety usually expressed as a height above the adopted Defined Flood Level. A
Freeboard freeboard tends to compensate for factors such as wave action and historical and modelling
uncertainties.
In a residential situation: a living or working area, such as a lounge room, dining room,
Habitable Room/Area
rumpus room, kitchen, bedroom or workroom.
Where a ‘regulation line’ has been set by Council to define the limit to which development
Flood Regulation Line
may encroach onto a floodplain, development is undertaken outside such ’regulation line’.
Rainfall Intensity The amount of rainfall occurring in a unit of time, usually expressed in millimetres/hour.
A tidal datum; the arithmetic mean of hourly heights of the sea at the tidal station observed
Mean Sea Level
over a period of time (preferably 19 years). Source: BOM This is approximately 0.0 m AHD
The elevation of water generated by a tropical cyclone above or below the normal
Storm Surge
astronomical tide.
A tropical cyclone is a low-pressure system which develops in the tropics and is sufficiently
Tropical Cyclones intense to produce sustained winds of at least 63 km/h or greater and gusts in excess of 90
km/h near the centre.
www.noosa.qld.gov.au [email protected] T 07 5329 6500
PO Box 141 Tewantin Qld 4565 ABN 97 969 214 121
Flood Information Certificate (FSCV3-0809) Page 3 of 4
Document Set ID: 22785418
22388151
Version: 1,
2, Version Date: 29/01/2024
28/04/2023 Print Date: 28 April 2023, 2:30 PM
Page 53
Noosa Council documents
www.noosa.qld.gov.au [email protected] T 07 5329 6500
PO Box 141 Tewantin Qld 4565 ABN 97 969 214 121
Flood Information Certificate (FSCV3-0809) Page 4 of 4
Document Set ID: 22785418
22388151
Version: 1,
2, Version Date: 29/01/2024
28/04/2023 Print Date: 28 April 2023, 2:30 PM
Page 54
At Colliers,
we are
enterprising.
We maximise the potential of property to
accelerate the success of our clients and
our people.
Our expert advice to property occupiers, owners and investors
leads the industry into the future. We invest in relationships to
create enduring value. What sets us apart is not what we do,
but how we do it. Our people are passionate, take personal
responsibility and always do what’s right for our clients, people
and communities. We attract and develop industry leaders,
empowering them to think and act differently to drive
exceptional results. What’s more, our global reach maximizes
the potential of property, wherever our clients do business.
colliers.com.au
23-0102-SMP01-V1A | Preliminary Stormwater Management Plan | Cooroy Sportsground Preliminary SMP
Document Set ID: 22785418
Version: 1, Version Date: 29/01/2024
Page 55
SCOPE OF WORKS
COOROY CRICKET CLUB - MAIN OVAL LIGHTING
GENERAL
STANDARDS E L E C T R I C A L S E R V I C E S
AUTHORITIES
POWER LEGEND
NOOSA COUNCIL
REFERENCE DOCUMENT
DEMOLITION
MCU23/0058 29 JAN 2024
PENETRATIONS
LIGHTING LEGEND
SWITCHBOARDS
DRAWING REGISTER
CABLING
LUMINAIRES
LIGHTING CONTROL SYSTEM POLE AND FOOTING DETAILS
TESTING AND COMMISSIONING
GENERAL NOTES
N
DYNALITE DYNALITE
CONTROL PANEL TD210 TD210 SURGE POWER
DDRC1220 DDBC1200
ANTUMBRA 4G MODEM 4G MODEM PROTECTION SUPPLY
RELAY CONTROLLER DALI CONTROLLER
MOBILE/
TABLET
DYNET
DALI
DRIVERS
POLE 1 SUBMAIN C1
MAINTENANCE AND DEFECTS LIABILITY POLE 1
POLE 2
POLE 2 SUBMAIN C2
POLE 3
POLE 3 SUBMAIN C3
POLE 4
POLE 4 SUBMAIN C4
EXISTING CRICKET NET
LOCATION
SITE LOCATION PLAN
CRICKET OVAL TYPICAL LIGHTING CONTROL SCHEMATIC
ISSUE DATE AMMENDMENT REV'D APP'D CLIENT PROJECT PROJECT STATUS
MBE SERVICES GROUP COOROY CRICKET CLUB
APPROVAL
AMENDMENTS
PTY LTD MAIN OVAL LIGHTING
Name - Lyell Radford ACN No. - 613 727 183
SCALE DRAFTED DESIGNED REVIEWED APPROVED
RPEQ No. 5223 Mail - PO Box 573 North Lakes QLD 4509
Email - [email protected] ARCHITECT DRAWING N.T.S M.B M.B M.B M.B
ELECTRICAL SERVICES
Sign. ........................ COPYRIGHT 2022 MBE SERVICES GROUP PTY LTD ACN 613 727 183, ALL RIGHTS
RESERVED. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM LEGEND, SITE LOCATION AND PROJECT No DRAWING NUMBER REVISION
OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN PERMISSION OF MBE
SERVICES GROUP PTY LTD. DRAWINGS ARE SCHEMATIC AND SHALL BE READ IN SCOPE OF WORKS
CONJUNCTION WITH ALL CONTRACT DOCUMENTATION. SHOULD ANY AMBIGUITY,
ERROR, OMISSION, DISCREPANCY, INCONSISTENCY OR OTHER FAULT APPEAR TO EXIST MB361 E10 P3
Document Set ID: 22785418 IN THE DOCUMENTS, IMMEDIATELY NOTIFY THE CONTRACT ADMINISTRATOR IN WRITING.
Version: 1, Version Date: 29/01/2024
Page 56
GENERAL NOTES
GENERAL NOTES
TYPICAL SWITCHBOARD CONSTRUCTION DETAILS
LV LV
TYPICAL TRENCH SECTION POLE 2
PROPOSED DB-LC SINGLE LINE DIAGRAM
TYPICAL PIT PLAN DETAIL TYPICAL PIT SECTION DETAIL
TYPICAL PIT DETAILS
POLE 1
FOR CONTINUATION REFER TO DRAWING E12
BM: Dumpy
RL: 108.35
POLE 3
ISSUE DATE AMMENDMENT REV'D APP'D CLIENT PROJECT PROJECT STATUS
MBE SERVICES GROUP COOROY CRICKET CLUB
APPROVAL
AMENDMENTS
PTY LTD MAIN OVAL LIGHTING
Name - Lyell Radford ACN No. - 613 727 183
SCALE DRAFTED DESIGNED REVIEWED APPROVED
RPEQ No. 5223 Mail - PO Box 573 North Lakes QLD 4509
Email - [email protected] ARCHITECT DRAWING 1:250 AT A1 M.B M.B M.B M.B
ELECTRICAL SERVICES
Sign. ........................ COPYRIGHT 2022 MBE SERVICES GROUP PTY LTD ACN 613 727 183, ALL RIGHTS
RESERVED. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM SITE PLAN PROJECT No DRAWING NUMBER REVISION
OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN PERMISSION OF MBE
SERVICES GROUP PTY LTD. DRAWINGS ARE SCHEMATIC AND SHALL BE READ IN SHEET 1
CONJUNCTION WITH ALL CONTRACT DOCUMENTATION. SHOULD ANY AMBIGUITY,
ERROR, OMISSION, DISCREPANCY, INCONSISTENCY OR OTHER FAULT APPEAR TO EXIST MB361 E11 P3
Document Set ID: 22785418 IN THE DOCUMENTS, IMMEDIATELY NOTIFY THE CONTRACT ADMINISTRATOR IN WRITING.
Version: 1, Version Date: 29/01/2024
Page 57
FOR CONTINUATION REFER TO DRAWING E11
BM: Dumpy
RL: 108.35
POLE 3
POLE 4
ISSUE DATE AMMENDMENT REV'D APP'D CLIENT PROJECT PROJECT STATUS
MBE SERVICES GROUP COOROY CRICKET CLUB
APPROVAL
AMENDMENTS
PTY LTD MAIN OVAL LIGHTING
Name - Lyell Radford ACN No. - 613 727 183
SCALE DRAFTED DESIGNED REVIEWED APPROVED
RPEQ No. 5223 Mail - PO Box 573 North Lakes QLD 4509
Email - [email protected] ARCHITECT DRAWING 1:250 AT A1 M.B M.B M.B M.B
ELECTRICAL SERVICES
Sign. ........................ COPYRIGHT 2022 MBE SERVICES GROUP PTY LTD ACN 613 727 183, ALL RIGHTS
RESERVED. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM SITE PLAN PROJECT No DRAWING NUMBER REVISION
OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN PERMISSION OF MBE
SERVICES GROUP PTY LTD. DRAWINGS ARE SCHEMATIC AND SHALL BE READ IN SHEET 2
CONJUNCTION WITH ALL CONTRACT DOCUMENTATION. SHOULD ANY AMBIGUITY,
ERROR, OMISSION, DISCREPANCY, INCONSISTENCY OR OTHER FAULT APPEAR TO EXIST MB361 E12 P2
Document Set ID: 22785418 IN THE DOCUMENTS, IMMEDIATELY NOTIFY THE CONTRACT ADMINISTRATOR IN WRITING.
Version: 1, Version Date: 29/01/2024
Page 58
POLE 2
16
15
14
26
35
27
24
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Luminaire Luminaire Total
Lumens Watts Watts
12
POLE 1 11
10
36
22
21 Calculation Summary
20 Label CalcType Units Avg Max Min Min/Avg Min/Max
Luminaire Location Summary
Insertion Point Aiming Point
LumNo Label X Y Z Orient Tilt X Y Z
25 23
28
34
6
POLE 3
7
8
17 19
33
18
2
3
4
POLE 4
ISSUE DATE AMMENDMENT REV'D APP'D CLIENT PROJECT PROJECT STATUS
MBE SERVICES GROUP COOROY CRICKET CLUB
APPROVAL
AMENDMENTS
PTY LTD MAIN OVAL LIGHTING
Name - Lyell Radford ACN No. - 613 727 183
SCALE DRAFTED DESIGNED REVIEWED APPROVED
RPEQ No. 5223 Mail - PO Box 573 North Lakes QLD 4509
Email - [email protected] ARCHITECT DRAWING 1:300 AT A1 M.B M.B M.B M.B
ELECTRICAL SERVICES
Sign. ........................ COPYRIGHT 2022 MBE SERVICES GROUP PTY LTD ACN 613 727 183, ALL RIGHTS
RESERVED. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM CRICKET OVAL LIGHTING PROJECT No DRAWING NUMBER REVISION
OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN PERMISSION OF MBE
SERVICES GROUP PTY LTD. DRAWINGS ARE SCHEMATIC AND SHALL BE READ IN CALCULATION
CONJUNCTION WITH ALL CONTRACT DOCUMENTATION. SHOULD ANY AMBIGUITY,
ERROR, OMISSION, DISCREPANCY, INCONSISTENCY OR OTHER FAULT APPEAR TO EXIST MB361 E13 P2
Document Set ID: 22785418 IN THE DOCUMENTS, IMMEDIATELY NOTIFY THE CONTRACT ADMINISTRATOR IN WRITING.
Version: 1, Version Date: 29/01/2024
Page 59
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Luminaire Schedule
Symbol Qty Label Arrangement Description LLF Luminaire Luminaire Total
Lumens Watts Watts
POLE 2
4
Calculation Summary
Label CalcType Units Avg Max Min Min/Avg Min/Max
POLE 1
BM: Dumpy
RL: 108.35
POLE 3
POLE 4
ISSUE DATE AMMENDMENT REV'D APP'D CLIENT PROJECT PROJECT STATUS
MBE SERVICES GROUP COOROY CRICKET CLUB
APPROVAL
AMENDMENTS
PTY LTD MAIN OVAL LIGHTING
Name - Lyell Radford ACN No. - 613 727 183
SCALE DRAFTED DESIGNED REVIEWED APPROVED
RPEQ No. 5223 Mail - PO Box 573 North Lakes QLD 4509
Email - [email protected] ARCHITECT DRAWING 1:750 AT A1 M.B M.B M.B M.B
ELECTRICAL SERVICES
Sign. ........................ COPYRIGHT 2022 MBE SERVICES GROUP PTY LTD ACN 613 727 183, ALL RIGHTS
RESERVED. THIS DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM CRICKET OVAL LIGHTING PROJECT No DRAWING NUMBER REVISION
OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN PERMISSION OF MBE
SERVICES GROUP PTY LTD. DRAWINGS ARE SCHEMATIC AND SHALL BE READ IN OBTRUSIVE LIGHTING CALCULATION
CONJUNCTION WITH ALL CONTRACT DOCUMENTATION. SHOULD ANY AMBIGUITY,
ERROR, OMISSION, DISCREPANCY, INCONSISTENCY OR OTHER FAULT APPEAR TO EXIST MB361 E14 P2
Document Set ID: 22785418 IN THE DOCUMENTS, IMMEDIATELY NOTIFY THE CONTRACT ADMINISTRATOR IN WRITING.
Version: 1, Version Date: 29/01/2024