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Council Meeting MCU22-0201
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PLANNING & ENVIRONMENT COMMITTEE MEETING 6 AUGUST 2024 5.3 MCU22/0201 APPLICATION FOR MATERIAL CHANGE OF USE FOR CAR WASH AND FOOD & DRINK OUTLET AT 34 ELM STREET, COOROY Author Co-ordinator Planning, Nadine Gorton Development & Regulation Department Index ECM/Application/MCU22/0201 Attachments 1. ATTACHMENT 1 - MCU22/0201 - PLANNING OFFICER'S REPORT 2. ATTACHMENT 2 - MCU22/0201 - PROPOSAL PLANS APPLICATION DETAILS Applicant Kings Group (QLD) P/L Proposal Material Change of Use - Car wash, Food and drink outlet Properly Made Date 18 November 2022 Information Request Date 22 December 2022 Information Response Date 14 September 2023 Decision Due Date 30 April 2024 Number of Submissions 498 in support, 19 objecting, 3 impartial and 23 not properly made (late) PROPERTY DETAILS Property Address 34 Elm St Cooroy Qld 4563 RP Description Lots 4, 5 and 6 RP 72698 Land Area Lot 4 - 673m² Lot 5 - 673m² Lot 6 - 665m² Existing Use of Land Vacant STATUTORY DETAILS SEQRP Designation Urban Footprint Zone District Centre
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PLANNING & ENVIRONMENT COMMITTEE MEETING 6 AUGUST 2024
Precinct Not applicable
Local Plan Area Cooroy Local Area Plan
Overlays Nil
Assessment Type Impact
EXECUTIVE SUMMARY
This report provides an assessment of an application to develop a Car wash and Food and Drink
Outlet at 34 Elm Street, Cooroy. The facility comprises auto and manual car washing bays, vacuum
bays, dog wash areas, storage and plant rooms with a food and drink outlet located near the Opal
Street frontage with a small, covered seating area.
The site is in the Cooroy Local Plan Area and is zoned District Centre in which a car wash is an
inconsistent use that is required to follow an impact assessment process inclusive of public
notification.
The design of the car wash whilst incorporating a pitched roof form and range of materials does not
meet the design criteria detailed in the Noosa Plan as the access and parking arrangements
dominate the street and do not contribute to vibrant and active streetscapes that are characteristic
of Cooroy. Further the design reinforces and expands the industrial character partially established
by the existing service stations.
Whilst the applicant has demonstrated that stormwater and noise impacts are able to be addressed,
concerns are raised as to the loss of valuable District Centre zoned land for a use that has very
limited employment opportunities and is not the highest or best development of the land to achieve
the desired employment outcomes in the Noosa Economic Development Strategy.
The application is not supported.
RECOMMENDATION
That Council
A. Refuse the application for the following reasons:
1. The proposed development is not consistent with the Strategic Intent and Strategic Outcome
3.3.5(j) and (o), 3.3.5(s)(ii)(A), (F) and (G) of the Noosa Plan 2020 as the proposal fails to
provide:
a. a high-quality streetscape
b. commercial, community, entertainment or supermarket-based retail uses
envisaged for the zone.
c. services a larger catchment than envisaged by the Noosa Plan Strategic
Outcomes.
2. The proposal is not consistent with Performance Outcomes PO10 and PO11 of the Cooroy
Local Plan Code as it is for an industrial use that is not sympathetic to the traditional built form,
does not create a vibrant and active space and results in parking and access that dominate the
street.
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PLANNING & ENVIRONMENT COMMITTEE MEETING 6 AUGUST 2024
3.The proposal is not consistent with acceptable and performance outcomes PO1, PO2, AO4,
PO4, PO22 of the District Centre zone as:
a. It is for an industrial use and does not provide retail, office, healthcare, business,
community, entertainment and recreation activities for the district catchment.
b. It does not contribute to the streetscape activity and vibrancy of the street.
c. It removes valuable district centre zoned land that is intended to be used for
commercial, community and entertainment related uses.
B. Note the report is provided in accordance with Section 63(5) of the Planning Act 2016.
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ATTACHMENT 1 – (MCU22/0201) – PLANNING OFFICER’S REPORT REPORT 1. PROPOSAL This application seeks approval to develop a car wash and food & drink outlet at 34 Elm Street, Cooroy. The proposed car wash contains 2 auto car washing bays, 2 manual wash bays and 2 super wash bays. Three vacuum bays and 2 dog wash areas and storage and plant rooms are also proposed on site. The proposed food and drink outlet is located near the Opal Street frontage with a small covered outdoor area with limited seating near the corner of Elm Street. It is intended that the food and drink outlet will be primarily takeaway and that it will complement the proposed car wash. The applicant proposes the uses may operate 24hours per day 7 days a week however is willing to accept a reduction in nighttime hours if required. A total of 5 carparks are proposed on site, 3 being for staff and 2 provided adjacent the dog wash area. Car waiting or queuing areas are provided in front of all wash bays. Ingress to the development is proposed off Opal Street, with cars to exit via Diamond Lane, with only a left turn permitted into the laneway. Diamond Lane is to be widened by 2m with the land to be dedicated as road reserve. The existing parallel parking in Opal Street is to be replaced with perpendicular parking for 4 on street parking spaces and 2 motorbike spaces. A 2m wide pathway is proposed along the site’s eastern boundary to provide for a north-south pedestrian link. The applicant proposes to apply water harvesting, reuse and conservation measures in the operations, including collection of rainwater from the roofed areas for reuse in the car washing process and recycling of water from the automatic wash bays. Wastewater from the self-serve and super wash bays and dog wash areas are proposed to be discharged to the sewer. A number of reports have been submitted with the application including: • Economic Needs Assessment • Traffic Impact Assessment • Environmental Noise Assessment • Holistic Stormwater and Wastewater Management Plan • Preliminary Solar Design • Visual Impact Assessment
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4 ry Miva\Stre BE Ww w c Ee oO = < oa oO SNV1 GNOWVIG PROPOSED CAR WASH LAYOUT PLAN 10. LOT 2 ON SP 248165 AT: 34 (LOT 4, 5 8 0) ELM STREET. PROPOSED CAR WASH + oconov quatases ‘TAKE AWAY FOOD & DRINK TMC! Bulcing Design Grou OUTLET FOR: CHRIS KING & JOANNE HILL : Tae Tmoeas m3 a & en 20-032 DA F | Figure 2- Site Plan
Page 6
i DRAINAGE LEGEND i ‘ ¢ : E i : | i | ! i | | | | i | \ | | | | ‘See Gownny SONI 71°37 T i ‘PROPOSED ROOF LAYOUT PLAN Figure 3 — Roof Plan ‘BUILDING COLOUR & MATERIAL SCHEDULE
Page 7
Figure 4 – Elevations
2. SITE DETAILS
2.1. Background
The site originally contained a Motel which was demolished around 2018.
The site has a current development approval (MCU18/0158) for a Material Change of Use – Retail
Business Type 2 Shop & Salon and Reconfiguring a Lot (boundary realignment). The Negotiated
Decision Notice was issued on 9 August 2019 and has a currency period of 6 years and provides
for a small shopping centre comprising 9 shops.
A Pre-lodgement Meeting to discuss the use of the site for Car wash was held with the applicant
on 24 September 2021 wherein staff advised the following:
• The proposed use is an inconsistent use and therefore the applicant must demonstrate relevant
grounds to approve the application, with these grounds to focus on planning matters. It was
noted in this regard that there was industrial land available in Cooroy where the car wash would
be a consistent use. Increased traffic movement through town was also not considered a
sufficient reason to support the proposal. The proposed use was also required to primarily
serve Cooroy.
• The site is located between 2 existing service stations, removed somewhat from the main active
centre and in proximity to an arterial road.
• Overall whilst there were some grounds for the proposed car wash, it was not clear whether
there were sufficient grounds to warrant approval of the application therefore any application
would need to detail all grounds and examine other opportunities to locate such a use.
• The proposed car wash was generally well designed but further consideration needed to be
given to the roofed structure over the wash bays.
• The street trees in Opal Street would need to be retained as part of the development.
• Any application would need to include a traffic report and holistic water management plan
including stormwater collection, reuse and discharge.
2.2. Site Description
The subject site is in Elm Street between Diamond Lane and Opal Street. The land comprises
three parcels and has a combined area of 2,013.2m². It is intended to amalgamate the allotments
as part of the development.
The land is currently vacant with the former motel having been removed some years ago and is
devoid of vegetation.
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The site has a fall of about 1.4m from the northwest corner towards the southeast and contains an
existing sewer main and NBN line and telecommunications pit. There is an existing sealed
crossover in Elm Street and fronting Diamond Lane.
The frontage on Elm Street is improved by a concrete footpath, bus stop and pram crossing to the
central median strip. The footpath adjoins an existing footpath in Opal Street, which also contains
some mature trees within the road reserve. A parallel concrete parking area is also provided in
Opal Street fronting the site. Diamond Lane has a narrow road reserve, being about 6.5m in width,
and also contains some mature trees on the edge of the road reserve fronting the property.
Figure 5 – Aerial Photograph of site (Source: Allhomes)
Figure 6 – Opal Street frontage
2.3. Surrounding Land Uses
The site adjoins the existing bowls club to the east, the existing Wessels Petroleum Service Station
to the north and the BP Service Station to the south.
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To the west on the opposite side of Elm Street is the Cooroy Railway Station on the North Coast Railway Line. The land on the eastern side of the bowls club includes residential multiple dwellings and detached dwellings. There is a mixture of commercial/retail developments further north of the site in Elm Street and Diamond Street. 3. ASSESSMENT 3.1. Instruments for Statutory Assessment Under the Planning Act 2016 the application must be assessed against each of the following statutory planning instruments to the extent they are relevant to the development: • State Planning Policy; • South East Queensland Regional Plan 2107; • Planning Regulation 2017; • Noosa Plan 2020. 3.2. State and Other Statutory Instruments State Planning Policy The Noosa Plan 2020 is generally consistent with the State Planning Policy July 2017 (SPP). It is noted that the SPP details that a planning scheme is to provide a sufficient supply of suitable land for residential, retail, commercial, industrial and mixed-use development and to ensure that land uses are consistent with the purpose of the zone. The proposed use of the District Centre zoned land for the carwash will reduce the limited District centre zoned land available in the Council locality. South East Queensland (SEQ) Regional Plan 2017 The site is located within the Urban Footprint of the SEQ Regional Plan. The proposal is consistent with the regional policies of the SEQ Regional Plan. Planning Regulation 2017 The proposal is for urban activity within the Urban Footprint and is consistent with the assessment benchmarks contained in the Planning Regulation 2017 for the SEQ Development Area. 3.3. Statutory Instruments – Planning Scheme The subject site is in Cooroy and is zoned District Centre. The proposed use is identified as an inconsistent use with the zone and is required to follow an impact assessable application process. Accordingly, the application must be assessed against the whole of Noosa Plan 2020 to the extent the provisions are relevant to the development. 3.3.1 Strategic Framework The Strategic Outcomes of the Noosa Plan 2020 identify that the Cooroy District Centre serves as the main activity centre for Cooroy and hinterland villages. However, it also acknowledges that it is divided by the railway line and specifically seeks that eastern side support the district centre by providing small scale local convenience goods and services for nearby residents. This is reflected in Strategic Outcomes 3.3.5(j) (o) and 3.3.5 (s)(ii)(A), (F) and (G) which state: 3.3.5(j) Centres provide well designed spaces for community interaction and vitality and include high levels of streetscape appeal, outdoor meeting areas, and effective interface between public spaces and private development, consistent with the Noosa Design Principles. 3.3.5 (o) Under the centres hierarchy, each centre is characterised by its scale and function and performs a defined role within the hierarchy. The viability of the centres hierarchy is maximised by preventing out-of-centre development and avoiding incompatible uses within centres. 3.3.5(s)(ii)(A) District centres provide a mix of activities and services that cater for the weekly and fortnightly needs of surrounding communities. Generally, they do not attract people from beyond the district. They contain a diversity of commercial, community and entertainment related uses,
Page 10
with supermarket based retailing. They may also include medium density housing above or behind
businesses. Any new development should not be of a type, scale or form that would detract or
reduce the viability of either of the two major centres in the Shire.
3.3.5(s)(ii)(F)Cooroy District Centre serves as the main activity centre for the communities of
Cooroy and other outlying hinterland villages. Cooroy has a strong historic country town identity
with a number of local and state listed heritage buildings. The centre provides services to rural
enterprises in the surrounding hinterland area. Shop top housing in the centre of town and
townhouse residential development on the edge of the centre are provided for.
3.3.5(s)(ii)(G)Cooroy is divided by the railway line with the concentration of the centre activities
located on the western side. The eastern side retains its service role to support the district centre
by providing small-scale, local convenience goods and services for nearby residents, which may
include a small-scale supermarket provided the need can be economically justified.
The applicant has provided an Economic Needs Assessment which in summary submits:
• The trade area for the car wash is generally consistent with what would be the practical trade
area for the Cooroy District Centre though trade would also come from passing trade.
• There are no commercial car washing services with the Primary Trade Area and the Secondary
Trade Area. There are three mobile car wash service providers that service the area.
• There is limited tenant demand for more speciality tenancies within the Cooroy District Centre
and the approved development (shopping centre) does not materially contribute to Cooroy
fulfilling its role and function as a District Centre.
• The proposed car wash would provide an additional service to the services offered in the
Cooroy District Centre and has more potential to encourage residents of Noosa’s hinterland to
patronise Cooroy District Centre by offering something additional as opposed to more of the
same small speciality tenancies.
• Requiring a car wash to locate in an industrial area in Cooroy would compromise the facility’s
ability to meet an identified need given Cooroy’s industrial areas are not on highly visible and
accessible roads. It would also take-up land from a more appropriate business-to-business
oriented industrial use and introduce non-industrial traffic into an industrial location.
• By its nature a car wash relies heavily on passing trade, with car washes increasingly
establishing in major shopping centres.
• There are a myriad of examples of tenants within the eastern part of Cooroy Town Centre that
would serve a catchment consistent with a District Centre trade area, including Sauers Produce
and Garden Centre, the Cooroy Outdoor Centre and Cooroy’s only 2 service stations.
• There are several sites within the Cooroy District Centre occupied by remnant houses or
activities that represent an under utilisation of these site.
• The proposed development is conveniently located for local residents between 2 service
stations.
Whilst it is acknowledged that a carwash facility is not currently available in the locality, the
proposed car wash is not considered to meet the Strategic Outcomes of the Noosa Plan as it
proposes an industrial use in the district centre rather than the desired commercial, community and
entertainment related uses.
Notably, Strategic Outcome 3.3.5(s)(ii)(G) seeks for the district centre on the eastern side of
Cooroy to provide convenience goods and services for nearby residents. The applicant’s Economic
Need report identifies the catchment, detailed in the following image, which clearly identifies that
the proposed use does not align with this intent as it will service a much a broader area in addition
to passing trade.
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Figure 7 – Applicants Map of Trade Areas
Furthermore, the proposed carwash is an industrial use that provides limited employment
opportunities and reduces the amount of District Centre zoned land available for commercial,
community and entertainment related uses and supermarket-based retailing which is anticipated
for the zone. This aspect is further reviewed in section 4 below.
3.3.2 Local Plan Area
The Cooroy Local Plan Code includes several outcomes applicable to the proposed development.
Overall Outcomes of the Code include:
(h) The western side of Cooroy town centre is maintained as the traditional town
centre and the eastern side has a supporting role providing small-scale businesses
offering convenience goods and services for residents and visitors.
(k) Development retains and maintains the country town feel, traditional built form, heritage
and streetscape character of the town centre, with Maple and Emerald Streets
enhanced as wide, attractive and pedestrian-friendly main streets.
(l) Development in the town centre addresses the street, provides active frontages and
complements the traditional streetscape by exhibiting a scale proportional to the
character of the streetscape of which it forms part.
The Cooroy Local Plan Code also includes a number of Performance and Acceptable Outcomes
relating to streetscape and built form which require:
• The establishment of attractive streetscapes.
• High standards of architectural design and landscape treatment consistent with
streetscape character.
• Buildings, structures and landscaping consistent and reflective of traditional country town
character.
• Building design to reflect the Queensland vernacular, suit the subtropical climate and
address the street.
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Outcomes specific to the Cooroy Local Plan code include:
PO10
Development in the District Centre zone:
a) is sympathetic to the country town character and identity of Cooroy;
b) complements the traditional built form, street pattern and streetscape;
c) is low-set single or double storey with second storeys set back from the
property frontage;
d) addresses the street;
e) creates vibrant and active spaces in the public realm;
f) provides continuous weather protection for pedestrians; and
g) provides integrated and functional parking and access arrangements that do not
dominate the street.
AO10
Development in the District Centre zone:
a) respects the layout, scale and character of development on adjoining sites;
b) provides detailing and articulation for horizontal emphasis including awnings, parapet
walls or first floor balconies;
c) steps buildings to reflect the natural topographic character of the street as shown in
figure 7.2.2.7 and figure 7.2.2.8;
d) incorporates a fine grain shop front appearance extending to roof forms which are to
vary between single tenancies, see figure 7.2.2.7 and figure 7.2.2.8;
f) has building openings overlooking the street, with the main entrance visually
emphasised in the ground floor facade; and addressing key corner sites where
indicated on Figure 7.2.2.4 (Cooroy Framework and Character Plan) and Figure AP3-
7A.
g) provides all-weather protection in the form of continuous awnings and or light
verandah structures, supported by timber posts that match the position and distance
between of adjoining awnings where that is the dominant character of the street,
otherwise cantilevered as per figure 6.4.2.4, figure 6.4.2.5 and figure 7.2.2.7;
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h) incorporates signage mounted above awnings on parapet walls reinforcing the fine
grain appearance in the main streets as per figure 7.2.2.7 and figure 7.2.2.8;
j) Retains a pedestrian-friendly low-speed traffic environment with on-street parking
and provides off-street car parking at the rear or to one side of the development.
The Cooroy Local Plan Code also includes a Framework and Character Plan that maps the site as
a Key Development Site with a Key Pedestrian/Cycle link along the eastern boundary.
Figure 8 – Noosa Plan 2020 - Figure 7.2.2.4 Cooroy Framework & Character Plan
The proposed design of the carwash incorporates several elements of the Cooroy country town
character including a pitched roof form for most of the development and provides the pedestrian
pathway identified within the Framework and Character Plan along site’s eastern boundary.
However, the design of the development with limited commercial built form and manoeuvring areas
and carwash/vacuum bays along the frontages of the site, does not provide a built form that is
intended for the zone or the locality. The proposal is not sympathetic to the intended development
form of the District Centre zone which is for buildings that address the street, create vibrant and
active spaces, continuous weather protection with carparking not dominating the street. Whilst it is
acknowledged that two service stations (established in the late 1980’s) located to the north and
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south of the site create an industrial car orientated streetscape, this is car dominated streetscape
is not the desired intent for the centre zone.
3.3.3 Zone Code
The site is zoned District Centre and is subject to assessment against the District Centre Zone
Code. The proposed car wash is identified as an inconsistent use and is required follow an impact
assessment process in this zone. The Purpose and Overall Outcomes include:
6.4.2.2 Purpose and overall outcomes
1. The purpose of the District centre zone is to provide for a large variety of uses and
activities to serve a district of the Noosa Shire, including, for example, administrative,
business, community, cultural, entertainment, professional, residential or retail uses
or activities.
(a) Development supports the Noosa Shire Centres Hierarchy by providing a mix and
range of goods and services and employment appropriate to the centre role and
function and district catchment.
(c) Development services the needs of the community and visitors and includes
shopping centres and full-line supermarkets (where there is a demonstrated
need), specialty retail, commercial, residential, office, personal services, health,
community and small-scale entertainment and recreation uses compatible with
the centre’s role and function.
(g) Development has a high level of architectural merit and contributes positively to
the activation of the street and the character of the centre.
(h) Development reinforces the traditional ‘main street’ character and scale of
development in the centre.
(m) Buildings are designed and operated to avoid adverse impacts on the amenity of
surrounding residential development associated with noise, lighting, waste,
fumes, odours, overlooking public health and safety.
The relevant Performance Outcomes for the District Centre zone include:
PO1
The business activity is of a type, scale and intensity that is consistent with the intended role
and function of a District Centre as identified in the Noosa Shire Centre Hierarchy.
PO2
The District centre zone accommodates a mid-range of business, community, entertainment
and recreation uses and offers a range of employment opportunities.
PO4
A diverse range of retail, offices and healthcare, business, community, entertainment and
recreation activities support the needs of residents and visitors in the district catchment and
promote an activated mixed-use centre.
PO7
In the localities of Tewantin and Cooroy, a food and drink outlet does not incorporate a drive-
through facility.
The proposal is not considered to meet the Purpose and Overall Outcomes or the Performance
Outcomes of the District Centre zone as it proposes an industrial use on land that is designated
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for retail, offices, community, entertainment and recreation activities. The carwash provides limited
employment opportunities and removes valuable District Centre zoned land for commercial
activities. This aspect is discussed further in section 4 below.
A review of the proposal against the relevant requirements is detailed in the table below:
Criteria Planning Scheme Proposal Compli
es
Building height
• storeys 2 storeys max 2 storeys
• metres 8 metres 7.4 metres
Plot ratio 0.8:1 max. 0.26:1
Boundary setbacks
• Frontage 2 metres min to Elm St 1.7m X
0.23m to Opal St
1.55m to Diamond Lane
• side 0m otherwise 2 metres
• Side 0 metres min
Length of wall 15 metres max 17 metres X
Roof Form
• Pitch Min 5 degrees 12 degrees with self-serve X
& super bays a 2 degree
pitch
Landscaped open space 10% 11.3%
Landscape setbacks 2m to car parking 2m to bin area
Carparking Car wash bays (374.3m2)- 7.5 5 uncovered X
spaces
Food and Drink Outlet (30m2) –
1.5 spaces
Bicycle Spaces 10 bicycle spaces 0 bicycle spaces X
End of Trip Facilities* 1 locker per 2 bicycle spaces 0 locker/s X
and;
*(required only where 5
+ spaces are required) 1 shower cubicle with ancillary 0 shower cubicles X
change room per 10 bicycle
spaces
Upgrading and widening 2 metre resumption for 2 metre dedication and
of laneways widening and upgrading along widening provided
Diamond laneway
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The proposal does not comply with development parameters relating to setbacks, carparking,
bicycle spaces and roof pitch.
The District Centre Zone Code details the requirement for a 2-metre setback to Elm Street with the
applicant proposing a 1.7 metre setback to the façade of the centre building with a roof overhang
extending into the setback area. The applicant submits that the setback is appropriate as the
design assists in activating the frontage and provides varied setbacks to the street. The minor
encroachment is considered acceptable based on the small portion of the building extending into
the setback and the provision of landscaping across the frontage of the site.
Five carparking spaces are provided on site, with 3 spaces designated for staff and two for the dog
wash. The applicant has indicated that the spaces are sufficient for the proposed use with no
additional parking needed due to the people using the actual carwash bays. The applicant also
notes that the carparking rate is based on Gross Floor Area which excludes the parking, loading
and manoeuvring of vehicles and therefore the area of the carwash bays should be excluded from
calculations. The applicant’s submission is supported noting that there is sufficient queuing room
on site and the approach is consistent with previous assessments of car wash applications by
Council.
No bicycle spaces or end of trip facilities have been provided on site in accordance with the Noosa
Plan. Such facilities should be provided for patrons to the coffee shop, employees and users of the
dog wash facility and the applicant has indicated they would be agreeable to the imposition of a
condition in this regard.
AO7.3 of the Cooroy Local Plan Code details that roof forms are to be of a traditional Queensland
style with a roof pitch of no less than five degrees. The majority of the development includes a 12-
degree roof pitch with the two buildings to the centre and rear of the site having a roof pitch of two
degrees. The applicant indicates that eastern building is almost at maximum height to provide a
car wash for higher vehicles and is at the rear of the site not readily visible to the Elm Street
frontage. The applicant advises that they are willing to accept a condition requiring a greater
pitched roof noting that the eastern building would exceed the 8-metre height limit.
4. NEED
There are three key aspects of need to be considered when assessing an application of this type,
which include:
• Economic need
• Community need
• Planning need
Several principles have been established that are used to inform and guide an assessment of need
and include:
a) a use is needed if it would on balance improve the services and facilities available in a
locality.
b) need in planning terms does not mean pressing or critical need or even a widespread
desire.
c) need is decided from the perspective of the community.
d) providing competition and choice can be matter which provides a need.
e) adverse effects
In relation to the above principles, it is agreed that Cooroy and the surrounding area does not have
a carwash facility and that such a facility would provide a service to the locality. It is also
acknowledged that many local residents are supportive of the use with the applicant also
demonstrating that any adverse impacts in terms of noise, traffic and stormwater can be
appropriately mitigated.
However, on balance when considered against the loss of the District centre land, which is intended
for commercial/ retail uses, and the limited employment opportunities attributed to the carwash the
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proposed development does not provide an improvement in the services and facilities available in
the locality when compared to how it is intended the site be developed.
Furthermore, the proposed development is considered to create an adverse effect on the
streetscape and detract from the intended character as framed in the Noosa Plan.
Council’s Strategic and Environment Department have also been consulated regarding the
proposal and provided the following comments:
Redevelopment of these three sites will have an impact on the future design outcomes for
Elm street and reduce the future growth opportunities of the District Centre Zone, particularly
on the eastern side of the centre where the opportunities are limited.
Previous studies undertaken regarding centres floor space identified relatively few vacant
sites within centres zones other than within Noosa Business Centre and the former Bowls
Club site at Noosa Junction. The most recent Employment Land Review (2023) identifies this
remains the case, with an estimated 11.25 hectares of vacant centres land, and only the
following sites vacant in Cooroy, which includes these three sites at 34 Elm Street.
District Centre 34 Elm St, Cooroy Qld 4563 0.07ha
District Centre 34 Elm St, Cooroy Qld 4563 0.07ha
District Centre 34 Elm St, Cooroy Qld 4563 0.07ha
District Centre 31 Maple St, Cooroy Qld 4563 0.02ha
District Centre 2 Emerald St, Cooroy Qld 4563 0.10ha
The analysis identifies that there are relatively few opportunities for the expansion of
employment activity on centre zoned land within Noosa Shire, highlighting the importance of
maximising employment opportunities within Noosa Shire on existing sites with Cooroy
having the smallest supply of current vacant centres land. See Below.
Low Impact Industry Medium Impact Industry Innovation Centres
Noosa Heads 0.00 0.00 0.00 1.58
Noosaville 1.25 2.33 3.41 9.86
Coastal
Communities 0.00 0.00 0.07 -
Tewantin 0.00 0.00 0.00 0.59
Cooroy 16.57 0.00 0.00 0.33
Noosa
Hinterland 0.00 0.55 0.00 0.46
Total 17.82 2.88 3.48 12.83
Taking into consideration the above, the proposed car wash development will be taking up valuable
centres land for a use that has very limited employment opportunities and is not the highest or best
development of the land to achieve the desired employment outcomes in the Noosa Economic
Development Strategy. As such strategic planning don’t support the proposed development
considering it is an inconsistent use within the zone.
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As detailed by Council’s Strategic and Environment Department, the Employment Land Review
identifies that Cooroy has the lowest supply of vacant centres land, (Major Centre, District Centre,
Local Centre and Neighbourhood Centre), within the Shire. In this regard, only 2.6% of the
available centre zoned land is located within Cooroy.
Conversely, nearly 92% of the available Low impact industry zoned land with the Shire is located
within Cooroy. Whilst it is acknowledged that a significant proportion of the Low impact industry
zoned land is undeveloped and this land may become available for development in the future
noting the retention of the District centre land for commercial uses that generate employment
opportunities, is desirable. The car wash generates low levels of employment (3 people) over a
site with an area of over 2013m2 and would be more appropriately located in the Low impact
industry zone where it is a consistent use.
5. NOISE
Council engaged a Noise Consultant to review the noise report accompanying the application.
Following the submission of an updated noise report in May this year, Councils consultant advised
that the revised report demonstrates that the use with specific noise controls can comply with the
relevant regulatory noise limits at surrounding noise sensitive receptors.
6. CONSULTATION
6.1. Referral Agencies
The application was referred to the Department of State Development, Infrastructure, Local
Government and Planning (SARA) in accordance with Schedule 10, Part 9, Division 4, Subdivision
2, Table 1, Item 1 of the Planning Regulation 2017 – development within 25m of State-transport
corridor.
The Department responded on 13 January 2023 providing conditions relating to stormwater and
removal, closure and reinstatement of kerb and channel and footpath for the obsolete access
points.
6.2. Internal Council Referrals
The application was forwarded to the following internal Council officers:
• Strategic and Environment
• Development Engineer
• Senior Environment Officer
6.3. Other Referrals
The application was forwarded to the following external experts for review:
• Holland Traffic Consulting
• Switchback Consulting
• Max Winders & Associates
6.4. Public Notification
The application was publicly notified for 15 business days in accordance with the Planning Act
2016. 520 properly made submissions (498 in support, 19 objecting, 3 impartial) and 23 not
properly were received. The following table provides a summary and assessment of the issues
raised by submitters.
Matters Raised Comments
It is important to support local small A car wash would provide an appropriate service
businesses and it will benefit the town. for the town however the site is not considered
appropriate due to the industrial use taking up the
limited supply of District Centre zoned land in
Page 19
Cooroy and impacts on the desired character for
Elm Street.
It is needed as a car wash means locals A car wash would provide an appropriate service
would not have to drive to Noosa to use a for the town however the site is not considered
car wash or dog wash facility or use their appropriate due to the industrial use taking up the
tank water. It also caters to larger vehicles limited supply of District Centre zoned land in
like RVs and caravans. Cooroy and impacts on the desired character for
Elm Street.
The proposed car wash will create more The applicant advises up to 3 staff will be on site
employment opportunities. at any time, 1 for the car wash and 2 for the food
and drink outlet. The carwash will not be a
significant employer.
The carwash is well located with good The proposed carwash is identified under the
access, between 2 service stations, and Noosa Plan as an industrial use and therefore
will not impact on traffic flow through town. should be located in an industrial area.
It preserves industrial land.
The proposed car wash desirably incudes The proposal includes harvesting, reuse and
sustainable practices in relation to energy, conservation measures in the operations which
water and waste. are consistent with the Sustainable Building Code.
As the use is very water-intensive there is also a
direct economic benefit for the applicant to apply
such measures.
It respects the character of the area being The proposed carwash further reinforces the
between 2 service stations, near a busy industrial character of the existing service stations
road. along Elm Street which is not what is envisaged
for the Cooroy District Centre zone.
The Elm St site is not suitable, given the Councils traffic consultant has advised that
amount of traffic using the local streets access and traffic is acceptable. The Department
with congestion existing and difficulties of Main Roads and Transport have also advised
getting in and out of the area, with a bus that they do not have any objections.
stop nearby blocking visibility and busy
service stations. Also need to ensure cars
do not line up on the road.
The proposed car wash is not compatible Councils noise consultant has advised that
with the bowls club next door/Your Mates proposed noise levels will comply with relevant
Brewery, given noise and excess spray standards. The proposed eastern wall will screen
while using the green. the carwash from the adjoining site.
A large car wash is not needed in town and Agreed. A car wash use is more appropriate to be
should be located in the industrial area. It located in an industrial zone.
is not in keeping with the country town look
and ambience.
It is too close to nearby residences and Councils noise consultant has advised that the
noise from the car wash will impact proposed noise levels will comply with relevant
amenity. Its more suited to an industrial standards. The applicant has indicated that they
area with its noisy machines such as are willing to accept reduced night time hours.
Page 20
vacuum cleaners and high pressure
washers and constant music.
Object to the takeaway business if it is a The Noosa Plan 2020 for Cooroy and Tewantin
fast food chain store and only a local does not support drive through facilities such as
based quality food outlet should be typically found with fast food chain stores. The
supported. proposal does not include a drive through facility,
but there are otherwise no planning grounds to
reasonably condition the type of food & drink outlet
proposed.
7. CONCLUSION & REASONS FOR DECISION
This application seeks approval to develop a Car wash and Food and Drink Outlet on a site at Elm
Street, Cooroy. The site is located in the Cooroy Local Plan Area and is zoned District Centre
which details that a car wash as an inconsistent use and is required to follow an impact assessment
process.
The design of the car wash whilst providing some design elements of the Cooroy town character,
results in vehicle manoeuvring, queuing and parking areas located adjacent the Elm Street front
boundary. The development will be the dominant character presenting to Elm Street and does not
provide the active and vibrant streetscape sought by the Noosa Plan 2020. Concerns are also
raised as the continuation of the service/ infrastructure character that is established by the existing
service stations as this is not the intended character for the District Centre zone which seeks to
provide active street frontages with shop fronts and business uses.
Whilst the applicant has demonstrated that stormwater and noise impacts are able to be
addressed, concerns are raised as to the loss of valuable District Centre land for a use that has
very limited employment opportunities and is not the highest or best development of the land to
achieve the desired employment outcomes in the Noosa Economic Development Strategy.
It is acknowledged that a carwash would provide a service for the township of Cooroy, however
the impact on the streetscape and loss of District Centre zoned land for an industrial use is not
supported.
Departments consulted:
Office of the CEO, Mayor & Community Services Corporate Services
Councillors
Mayor & Councillors Director Director
Chief Executive Officer Community Development Financial Services
Executive Officers Sport & Active Lifestyles Fleet
Community Engagement Arts & Culture Revenue Services
People & Culture Community Connection ICT
Governance Customer Experience Commercial Property
Strategy & Environment & Development & Regulation Infrastructure Services
Sustainable Development
Director x Director Director
x Strategic Land Use Planning x Development Assessment Infrastructure Planning, Design
and Delivery
Economic Development & Local Laws Civil and Asset operations
Destination Management
Environmental Services Environmental Health Asset Management
Innovation & Digital Hub Building & Plumbing Building & Facilities
Property / Permits Disaster Management
Waste
Page 21
ATTACHMENT 2 - (MCU22/0201) - PROPOSAL PLANS
ha;
SCALE- NTS
Source: Google Earth, Image Date: 31-10-2017
EXISTING CONDITIONS LAYOUT PLAN. NOGALITY
@,
WARNING:
SCALE 1: 150 SERVICES LEGEND ‘The existing services shown on this plan have been LAN
derived either from field survey or plotted from NORTH
records of the relevant authorities and no guarantee SCALE- NTS
—cs—es—es— Existing Sewer Pipe is given as to their accuracy. is the responsibility of
the contractor to verify on site the location of all Source: WhereiS, Image Date: 13-01-2021
—csv0-—eswo— Existing Stormwater Drainage services prior to the commencement of works.
—&—e——£— Existing Above Ground Power Lines
—— ev —— _ Existing Water Mains Pipe
NaN Existing Telecom Cables
— —
No changes made to this sheet 20.12.2023 ]© TMC Building Design Group 2023
Design Copyright
d
To changes made lo Wis sheet 703062029 [Those awinns ory no be copied in whole ISSUED FOR PLANNING APPROVAL PROPOSED CAR WASH + AT: 34 (LOT 4, 5 & 6) ELM STREET, “7 oe“
Tesued For DA Panning Approval 2892022 [or in part without the written consent of TMC NOT'TO RE USED ROA CoMsTALiCHoN puRasE eS eee COOROY, QLD, 4563
Issued For Noosa Gounel Pr-Ladgement Meeting 2 5072021 serion Grou. doy Sbanges, TAKE AWAY FOOD & DRINK Design TMC | Building Design Group
Issued For SARA Pre-Loagement Meeting 162-2001 Planning Approval Authority shall M atters P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573
‘ssved eee 3 {bn apr TMC Blog Desi OUTLET FOR: CHRIS KING & JOANNE HILL
DESCRIPTION DATE. Drawn: Designed: building design profession
TC 20 Dec 2023 10:35 PM- TATMCI202020-082 Gs King- Cooroy, QLD20-032 DA Rev FOWG T. MICHAELS T. MICHAELS Somber Sheet No: 1 of 9. [Job No: 20-032 DA
Scale: 1:100 (A1 Date:__DEC 2023 Issue:
‘The peak body forthe
Page 22
PROPOSED SITE LAYOUT PLAN SCALE 1: 100 ‘Additional On-Site Retention’Detention Tank added 20-12-2023 Tool tines Footpath] 10-05-2023 t0be 20M MIN widein Opal + Elm Steet Tesved For Nooea Council Pre-Lodgament Nesting 2 Tssued For SARA Pre-Loagerent Meating Tssued For Noosa Counel REVISIONS pens St opaanst Existing Bus Stop Store Room Disabled WC "TMC Building Design Group 2023 Ve T | | | | | | | | | | | | Das}ed ines dete exert ot moor typical. Design Copyright drawings may not be copied in whole in part without the written consent of TMC Design Group. Any changes ISSUED FOR PLANNING APPROVAL NOT TO BE USED FOR CONSTRUCTION PURPOSES by the Client, Council or the Planning Approval Authority shall reported to TMC Building Design Group authorisation prior to said changes being ‘TC 20 Dec 2023 10:35 PM - T.\TMC\\2020120-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG "Auto Bay 2 =Tr= FFLbo9.95 Store Room Wash Bay 1 Co Wash Bay 2 HH Super Bay 1 in Super Bay 2 Co PROPOSED CAR WASH + TAKE AWAY FOOD & DRINK OUTLET Vac Bay 1 Vac Island Vac Bay ,/ fe / Vac ‘Staff LS Car Park Ve 2.6m x 5.4m > a 9./ \ Car Park 1 26m x 5.4m AT: 34 (LOT 4, 5 & 6) ELM STREET, COOROY, QLD, 4563 FOR: CHRIS KING & JOANNE HILL Drawn: Designed: T. MICHAELS T. MICHAELS SERVICES LEGEND mesees—ees— Existing Sewer Pipe Existing Stormwater Drainage Existing Overhead Power Lines Existing Water Mains Pipe Existing Telecom Cables WARNING: The existing services shown on this plan have been derived either from field survey or plotted from records of the relevant authorities and no guarantee is given as to their accuracy. Itis the responsibilty of the contractor to verify on site the location of all services prior to the commencement of works. Existing Single Storey Building DIAL BEFORE YOU DIG www.1100.com.au 4 —) ae TMC [Building Design G Design uilding Design Group P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573 Matters emai National Scale:1:100(A1) _[Date: DEC 2023 Issue: we: 20-032 DA] F Sheet No: 2 of 9.
Page 23
| SITE ANALYSIS
SS
easing BUILDING TYPE - CAR WASH AREA
4 Pram Ramj
Sot ae pened ‘Super Bay - GFA 185.6M°*
"s Existing Cone Footpath ; aan 5
Fae te ences Go sistentie actin s 109 Serve Wash Bay- 5M
* bs then with sia rd = ‘Self-Serve Wash Bay- GFA 86.
7 i fas ie . Auto Bay - GFA 96.6 M2"
5 e
("Site Boundary 46.262M, 351° 59" 1 WC (in Car Wash Plant Room) - GFA 28M
et Take Away Food & Drink Outlet - GFA 31.5 MP
2 [.-. 2000.”
ce ic pas - Setback Public Disabled WC - GFA 8.1.M?
ea Leer - -
7 mniagonciee T “Brim high Cone Kes f — Take Away Food & Drink - Seating Area 30.0 M
ao | ‘Shaded areas indicates - :
re , Gamreaneandia ste Landscaping. ii aaa nls RN Bin Fenced Areas 11.8 M
meee = i a3 road widening area. The extent
/ extent of the lowar Auf Bay « eee & material Ta ‘with Council to Pedestrian Link Footpath Area 96.6 M
PiCcanasstade EMY Ppenrset re ooo future design
a "Auto Wash Council ‘Road Dedication Area 80.4 MP
/ areas over seating Pa aie sion
Sea E , the extent ofthe Excluding
eds me approx. Ex iS Vacuum Bay/Dog Wash Site Coverage (ie: Total Rooted Area) Shave Sai| 845.0 M*
extent of retaining wal 2 2 Is {vacnal
wee 4 3 3 g (ooled area Wacilsiand)} Total Driveway (Non-Roofed) Area 764.0 M?
g 2 Excluding Pedestian in
[ i 5 Total Landscaped Area gosdauening seas” | 228.0M
1
j z 2
r Site Area 2,014 Mi
Gg Boe Saitigane BI ie | Auopay2 [TR Vac Bay 2 Hache area indcates
Existing 83 conc kerb ‘Auto Wash Bays “Auto Wash i extent of new bitumen Effective Site Area* 1,837 M?
= ay sation. i es roadway. The extent TBC
1 2 one tofu Car Wash Rooted Overall Site Coverage 42.0%
eG — —---7+-----—= = r.
Tone Kerb a a = ae = Q Car Wash Rooted Etfective Site Coverage" 46.0%
t Drainage z
gS t | il e Landscaping Effective Site Coverage * 12.4%
5 ~ Secure I a in =
5 g| Boorse, a iS IMPERVIOUS AREAS
2 ae | reel ar i Samer
2 312 3 2 ve
g P| oc 3 P {Includes Building Roofed + Driveway Areas)
€ : = S 8
5 \ SS te store Room |t__If g| 5 Post Site Development”
= : Z Store Room \is we | | 2 (Includes Building Roof + Driveway Areas)
Z| \ ral, fore Room | Height Bar | Oey | z Vac Island Contribution to Stormwater Discharge Post Site
3 a E=k ta 3 eo & Separsioiaea| i 5 ee | 2 Development * § (Excl. Building Rooted Areas)
3 i 3 =
é ih ge - Ht Pi “Bool Ouiine]Over 7 T 3| Therefore, the proposed development will have a 35.4 %
5 \ ~ L Sipe an ggg 3 g reduction (650 M? of impermeable area less than the existing
2 | : al 9 aos 4100 ies Z| 5 site) in overall site stormwater discharge due to the proposed
1 2 |} Disabled |] git |, Wash Bay 1 g 8 underground 2 No. 20,000L Stormwater retention tanks and
F { WG a 8 a I 1 3 large roofed area connecting into these tanks.
t 5 1
Lu ? st acacia bisa (ETM | 8 5 7 he ovral se area excbaing he
Ww \ g a ines lcereriials aaa n 0 ation area and ‘Footpath allocation.
oc | im Hey od . z | 8 _(=o All site areas listed with an ** “are based on the Effective
«|! = f ig 5 al) > Site Area as described above.
I g| i 2 ea 8 ly New Sewer 2 a 8 d 5 This figure represents the actual contributory Effective
s| | 8 +} =] 8 Wan Hole 77 7 3 iS ° = Site Area that will be discharged from the site (ie: only the
WM g|1 zs = B 3 io | 6 jae s ia driveway hardstand area) since all roofed areas will be
al) 5 at z 2 Wash Bay 2 " _||7-Road-"]1 2 g O connected to the oversized (double capacity) underground
2) | f : tafe fw for veces tring s ey Pt | - Widening 113 water tanks and this rainwater will be used in the car
j an sh = a
B\ Ay {he variove car wach areas. 3 ‘Shaded area indicates <iaaean | 8 z washing process. Therefore this rainwater cannot enter
x a 2 extent ofthe Car Wash | z into the Stormwater system and hence itis excluded from
\ F main building roofed areas. Cc oO all Stormwater calculations and the Post Development
ao Ween : : | g impervious contributory area. This represents an ~35%
— z = 2300 y a improvement (reduction) in site stormwater discharge
Oo | 3 3, | |_szamais
' \ 17490 2
| x
1
| Driveway Zz
t 4
|
\ m
= |
| \s sl |
i ‘New driveway to be installed as per Council iS 3
i ‘Standard Drawings for Commercial driveway. \3 2 | i
\ ! 5
' 6 1
{
\ i 3
\ i al ‘Standard approved "No Entry" sign to face —
\ 1 | | roadway, with "Exit" Sign toface carwash.
1 i ( | ‘Signs to be placed on the samye sign post '
' | L is Driveway leach side ofthe driveway.
\ | \ } /
{ 3 /
| ! sf i / \
1 a BM igh Clore a 2| ; { Drainage g
| imbar slat Fence a e = Pi &
i ‘Swing Gates to Bin Area. traded ess ncaa me § I ‘Super Bay 2 , | iS
1 # Landscaping, é | . a
| Connect to existing $ JL, Drainage z :
| al py z mn :
1 GhanterPhin ‘Shaded area incicales approx.
accordance with Cou Bin Area extent of retaining wal
Standard drawings. |
t\. ] 150mm high Cone Ker
Bes
| sig Seve
Manta TC,
i . Exo} - z ss = ws = Jf
| me Existing Brick Fence ~1.5M high Site Boundary 50.286M, 171° 59' Existing Brick Fence ~1.5M high Existing Briex Fence -1.5M high
' ' f I |
t 16300 19400 ~14600 | CAI 4 WA
| \ |
§| |
S| | \
' N |
| | ca 0.9 or | LAYOUT PLAN
I , ‘ a
2 Bitumen Car Parkin {
1 $ \ LOT 2 ON SP 248165 '
2! | f
a} | ‘ | SCALE 1: 100
\
"Aadtional On Ske Relenton/Detention Tank added 2012-2023 [© TMC Building Design Group 2023 4
Bulsing root Tres updated & extended. Takeaway cule window!doors, © Design Copyright > ee, “eee
ea aera ee | wee [Freedom my rtoecpecnwnae|| ISSUED FOR PLANNING APPROVAL PROPOSED CAR WASH + A SLOTS 8 ae EC eTREET, = a
ieee For OA lan towers Faw mmae_|9"" part without the weiten consent of TMC NOT TOBE USED FOR CONSTRUCTION PURPOSES FPRVPVOEL AN Wor COOROY, QLD, 4563 oe TMC | Building Design G
Building Design Group. any changes D uilding Design Group
caved For Noosa Gounel Pre Lodgement Mooing2 sarcoet | sropscad by ihe Glow Gounod or the TAKE AWAY FOOD & DRINK esign 1 \ ne
Taaued For SARA Pre Lodgement Meeing 7622001 [relevant Planning Approval Authority shall SAE OATES EE Eee FOR: CHRIS KING & JOANNE HILL Matters °°? Jona. IC, 9981. Phone No. 0416 11
Tesued For Noosa Counel Pre-Lodgement Meating Je evanton por sad changes being OUTLET : 4 E:malt- [email protected]
Tssued For intial Comments 26-11-2020 | authorisation prior to said changes being MYUILEL National ‘Scale:1:100(A1) _[Date: DEC 2023 Issue:
. - The
1SSUE DESCRIPTION DATE Drawn: Designed: ‘balding design profession F
REVISIONS To 20 Dec 2023 10-35 PH TTMCI202120-082 Gris King-Cooroy, QLO20-092 DA Rev DG T. MICHAELS T. MICHAELS ilonber Sheet No: 3 of 9. |Job No: 20-032 DA
Page 24
Low-Level Eaves Gutter #2 Site Boundary 46.262M, 351° 59'
RTT] T Mitty !
a ie oe Roof Outline Over
Fascia Truss Under CT ee TET Z
Ss iH 1
x = |
a
r 1
Hatched area indicates the approx 2 = |
extent of the sloping Seating area = ie
PVC canvas shade roof. 2 ie '
6 js
3 Tower ROOT ig 2 a Re |
BI fe Entry Canopy Roof ul 5 |
iJ se ‘S"Roor Slope 9 2
1 3 is |
8 4 : ie
af & =
i
4
=
ig ed
L 4s
rig
ras 0H
as © SasseSTee = in
= ee & = = mae iB }
: | 5 |prmema—= 4d =4|1]28 H
: a 3 - ge >
< 4 ee ee Wee e
2 +4 | Fos" Root Slope —& gs g |
2 ft & | fet 1 8 =
a pu a E “alte Siepe— Slope. mill
g fH 3 2 Low-Level gcc Bay;
2 4 2 = Eaves Gutter #3 = LIZ Root Slope. i
z i alle 2 =H! 5 és a
3 ti = s ©
{ 5 EE st s 3 lg DRAINAGE LEGEND
=f s Rool Outine Over a Bet ‘Upper-Level ia io SNE EENEE SEEDER
—— Toner Tine Eaves Gutter #1 3 8 °
= ¥ | & Down Pipe
a 3 2 $ We Ipper Level Roof
Ss 2 3
ou 1 5 = = fs be uo Lower Level Roof
= 3 2 R
& = a E 3 NOTE: Refer he future DrainagerRootng
= eal? & + = ts Specifications for all down pipe, sump & overflow sizing.
2 + — Ee [4
2 =| i E &
8 | SIS teat-sene Baye bE ig
(a shane g
s Fai Outine Over | 8
2
5
3
a
2
5
S
is
a
TH THN Sane [ATT TOGaH
Upper Roof Outline Over
%,
q
|
|
|
|
|
|
|
|
i
|
‘PROPOSED ROOF LAYOUT PLAN
SCALE 1: 100
[© TMC Building Design Group 2023,
: eee
PER ROEES Pee EH 6 AT: 34 (LOT 4, 5 & 6) ELM STREET, .
J© Design Copyright
These drawings may not be copied in whole ISSUED FOR PLANNING APPROVAL
lor in part without the written consent of TMC NOT-TO1BE USED Fon CONSTRUCTION PURPOSES:
Building Design Group. Any changes
F "No changes made fo this sheet 20-12-2023 lproposed by the Client, Council or the
SS COOROY, QLD, 4563 & peas :
TAKE AWAY FOOD & DRINK Design TMC |Building Design Group
relevant Planning Approval Authority shall
| __FostPan gates, own pipes Drahage Legeaptina | ieasaas [e/evan! Planning Approval Autnodly shal OUTLET FOR: CHRIS KING & JOANNE HILL Matters 2 oe eines tacey@mecesign coma
D Issued For DA Planning Approval 20.9.2022 authorisation prior to said changes being Poe Scale:1:100(A1) _[Date: DEC 2023 Issue:
ISSUE DESCRIPTION DATE = Drawn: Designed: building design profession
REVISIONS TC 20 Des 2003 10:5 PM- TATMC\B02000-002 Chis King-Cooroy, OLO.20-092 DA Rev F.DG T. MICHAELS T. MICHAELS inenier Sheet No: 4 of 9. |Job No:20-032 DA
Page 25
*Cooroy EcoWash open Sam - {0pm tet sign tobe
12° Colorbond comugated root ~4.2M x 1.0M, ~200-600mm high text. Tex! tobe
Numbers indicate colour type of the
‘material, refer Color Schedule.
Huepunog aS
Timber battens fied to FC.
clad fascia trusses, ypical. 5° Colotbond corugated
roof & gute to Auto Widsevel shade sal conned to- 12° Colorbond corugated
Bay Entry Canopy. buldng, refer Sh: 23 fr locations. teal ovens plone
roa
5 Colorbond corrugated root sheeting &
‘utters, with feature beam perimeter.
Site Boundary
‘Timber battens fixed to F.C. clad
to end fascia truss.
Timber battens fixed to F.C.
clad fascia trusses, typical
Dashed ine indicates appr: - Dotted areas inicates concrete panels Landscaping ah, ee
location ofthe existing surface level with lower level profied filet rebates cast Landscape Arch digs.
— panels where shown, ‘Solid dark line indicates: 7 Dotted areas indicates concrete panels with
WEST ELEVATION fished surface lve, typical, lower evel poe lt rebates cast into
np RE concrete panels where shown, typical.
VACUUM BAY STRUCTURE, CAR WASH BUILDING + TAKE-AWAY BUILDING
BUILDING COLOUR & MATERIAL SCHEDULE
' Soden debe sls |
| ; (6M, -500mm high text 1. | Light Grey- Grey Pail *
12° Colorbond corrugated roof “Bay # signs tobe ~1.2M x0.5M, Concrete Panels
& gutters to Auto Wash Bay & Cooray EooWash sign to be ~3.4M x 0.6M, [~ -toommhightet. = 2. | White- Lexicon *
“Touch Fee" sign o be -30M x0.5M. Plant Room roo! areas. ~80.min high text. “open Sam- 10pm" sign fo a | | : ; :
450mm high text. “Auto # signs tobe 5° Colorbond comugated root be -2.4M x 0.35M, ~ 350mm high text. "Numbers indicate colour type ofthe Conerete Panel Capping 3. | Light Grey- "Shale Grey" #
| =1.2M 05M, -400mm high text. aeeeuam acele per Wash Bay Sections | material, refer Color Schedule.
> ery a Vaan ees ee Timber battens fived to F.C, clad fe ' Fascia Truss Cladding 4, | Black painted cladding with
z Mice meee . rae aoe fascia uses, jypcal g Aluminium Timber look Slats over
E | fascia ses, 2 @
3 i 3 2 5
é 3 @ ig Columns/Beams 5. | Black - "Night Sky" #
a' © it § 6. | Light Grey- "Shale Grey" #
- BAY BAY 2 5
; Doors 7. | Black - "Night Sky" #
rasta HETOUCH FREE Auto 2 + Zz 8 | Windows Fratning 8. | Black - "Night Sky" #
@ Ie a = Se TNE : Fascia iz = 8
Fascia 3 = 5 8 5 1 Roofing Sheeting & Flashing | 9. | Light Grey- "Shale Grey" #
z Auto Auto 3}. 8 it he 8) re } ——— - a
3 - S| wash | yf] 8. wesh 2” 4 @Wash Bay 1? Eh Wash Bay? Super aye Super bie | Ceiling Lining Sheeting 10. | Off White- *Surimist" #
8 ity 8 000 af S|_sooo _ | a aor aig J coum 5s Gutters & Fascia Purlin 11..| Black - "Night Sky" #
i i He . = ae FSL 109.85 ae
a} [Fst 109.85 |S FSL 109.85 = FSL 109:
= 1 : $L.109.65_ VY ESL soebD a Wash Bay Internal Panel 42. | Off White
i; yf} a iG J. a ae separ lela \ Footpath Ni =
it i fi i sal Fence claddin. 13. | Black - "Night Sky" #
Lancing at er jum fy ea emerone-bneleta ‘Stee! column wit lower ‘Solid dark ine indicates fished bs ° ae
pe 9s. “Aluminium glazed window au af yond, level concrete panel ie 7
rel concrete panel beyond. pavement level, | PVC Canvas Shade Sail 14. | Silver
reset cane eae Dashed lin indicates approx. -
SOUTH ELEVATION ‘Metal clad security door. ‘Dotted areas indicates concrete panels location ofthe existing surface level. Perforated Sheeting 15. | White- Lexicon *
See wih lower level profied filet rebates cast
CAR WASH BUILDING into concrete panels where shown, typical. Beams/Purlins/Roof Sheeting} N/A | non-visible (Galvanised Steel)
Colour has been taken from the Colorbond steel range.
* Colour has been taken from the Dulux paint range.
| 12 Colrbond corrugated rot
g & gute throughout. sacietonecansie
' mir battens fixed to 2
© | PVC shade sal canopy Céad fascia trusses, typical e
| root ove seating area. ceataena =a a — 2
4 erlorated screen to ar Bass 3
5 ‘epakeen Ecow sh (for ventilation). aa fe i x iS
| se : BANE rR BUILDING MATERIALS SCHEDULE
' Walls | Predominately painted concrete panel walls with windows,
aluminium timber look feature Slats & panel rebate areas.
‘The concrete panel along the eastern boundary (facing the
= Bowls Club) to be a full height painted mural in consultation
[HEALTHY BITES tai Cn OO with Council & Bowls Club.
. Bena Roof Steel deck roof pitched between 2°-12° to all building areas.
D & Canvas PVC shade sail over Seating Area.
i Ble lely = Fascias [Painted FC panel cladcing with, feature aluminium timber sats
i | = |
a a = 5 fixed to fascia trusses as shown.
Saad we rveway Footpath | Doors | Commercial Security door + Soild core metal clad Security
e door to Secure Storage/Plant Room.
‘Auto Wash Bay clear roller doors (at exit end only)
Dotted areas inccates concrete panels
SOUTH ELEVATION gr ed with lower lve profld fet ebates cast Rainwater lGolorsond gutters & downpipes
‘Numrinium siding window to into concrete panels where shown, typical. a
TAKE AWAY OUTLET BUILDING Survery area, Drivews ‘Coloured concrete in all Wash Bays.
'8Y | Concrete in all Driveway & Vacuum Bay areas.
Je TMC Bung Design Group 2025
sign Copyrig 5
These drawings may not be copied in whole | | |GSUED FOR PLANNING APPROVAL PROPOSED CAR WASH + AT: 34 (LOT 4, 5 & 6) ELM STREET,
F No changes made to this sheet 20-12-2028 Jor in es li oan of TMC NOT TO BE USED FOR CONSTRUCTION PURPOSES oe ee eee COOROY, QLD, 4563 TMC | Building Design Grou p
: En ne in waren popned oye Cn Comet te TAKE AWAY FOOD & DRINK in De
relevant Planning Approval Authority shall ae ee eee P.0. Box 3494, Momington, VIC, 3931. Phone No. 0416 114.873,
2 {seed Fst BA jonbsa Avenel 28920 Ibe reported to TMC Building Design Group OUTLET FOR: CHRIS KING & JOANNE HILL Matters Exmail- [email protected]
c Issued For Initial Comments 5-07-2021 Jauthorisation prior to said changes being National Seale:1:100(A1) _|Date:_ DEC 2023 Issue:
ISSUE DESCRIPTION DATE _[mplemented. Drawn: D a: ‘The peak body forthe
REVISIONS Te 20Dee 2023 10.35 PM- TATMCI2020120-092 Chris King-Coory, QLO\20-032 DA Rev F_DWG ran. MICHAELS jesigned: 7. MICHAELS Member” |sheet No: 5 of 9. [Job No: 20-032 DA F
Page 26
"Cooroy EcoWash’ sign to be
-3.4M x 06M, -500mm high |
Dashed ine indicates th text. open Sam-0pm' sign to
era ‘Auminium glazed window panel 12° Colorbond comugated rot be -2.4M x 0.35M, ~ 350mm
ofthe fascia truss beyond, typical.
1
|
i Numbers indicate colour type of the ‘ ies ‘A gutters to Auto Bay Entry high text. ®
‘material, refer Color Schedule. e comrugate 7 i ig
a | Wu aoe ante om HI} ] Canopy & Plant Room root. Timber battens ned to g
§ = if | ~ fascia tuss, typical z
é HAUNT ( seated |11)]|)) oon | IE
'
@® b
Ste z
ier
| ‘ :
| 6 a
2+| ® 3
| = 2 Auto Auto S
Super Bay 2 Super Bay 1 Wash Bay 2 Wash 281 [/ piv] Wash 1 8
\ @-4 a Cc 3000 QS 3000 ~
v aa aes ecREN © FSL 109.85 Fsu 109.5 | [© FSL 109.85
Footpath eee
a gla ar _ a
= “Aluminium glazed window ‘Landscaping as per
tes: ‘Steel column with lower: Dotted areas indicates conerete panels
Dashed iine indicates approx.. fe floor level of the Plant Room ane's, typical. Lands¢ ‘Arch dwgs.
finished pavement level. focaton of the exising surface level evel concrete panel beyond. with lower level profiled filet rebates cast a panels, type scape Arch dwg
into concrete panels where shown, typical,
Metal clad security door.
NORTH ELEVATION
CAR WASH BUILDING
Site Boundary
< Ee Dashed line indicates top of
we driveway kerb, beyond.
a : « } Driveway yah g
2.1M high Colorbond:
fence around Bin Area
|
|
|
\
Chates ara ins cone kero
NGL
Tadhalina baer aproc ean Dashed line indicates floor level of the thickening to lower level footpath,
ofthe exising suface evel. Indicative mural shown for reference only. Wall ‘Super Bay beyond.
EAST ELEVATION bepaniedasa nua Hal theme TEC with Solid dark line indicates fished
er, Council & adjoning Owner. pavement level of footpath.
CAR WASH BUILDING
jepunog ais
Hi
NOL.
[© TMC Building Design Group 2023,
Shece cawnge may not be cpie’n wro | | [SSUED FOR PLANNING APPROVAL PROPOSED CAR WASH +
lor in part without the written consent of TMC NOTTOBE UseD FOR'CONSTHUCTION RIRPOSES:
Buildin Group.
F No ctanes aca o i not 20-2002 [proposed by he lt, Counel or he TAKE AWAY FOOD & DRINK
relevant Planning Approval Authority shall
AT: 34 (LOT 4, 5 & 6) ELM STREET,
COOROY, QLD, 4563
FOR: CHRIS KING & JOANNE HILL
4
“17 .
Design
Matters
National
eee
TMC | Building Design Group
P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573
E:mall- [email protected]
E Elevations updated 10.05.2028
be reported to TMC Building Design Group OUTLET
o Issued For DA Planning Approval 29:9:2022 | authorisation prior to said changes being Scale:1:100(A1) _|Date: DEC 2023 Issue:
ISSUE DESCRIPTION Date _pme a Drawn: Designed: ee as F
REVISIONS TC 20De0-2023 10:35 PM - T:\TMC\2020%20-092 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG T. MICHAELS _ T. MICHAELS Member Sheet No: 6 of 9. }dob No: 20-032 DA
Page 27
ao Sta ro staat exten Dotted areas indicate Concrete g
(gules foStpen eye. Panels with painted finish to upper D
7 + t ‘wash bay areas, typical g
0 — LF x Numbers indicate colour type of the 5° Colotbond corugated roo sheeting & 2
5 = material, refer Color Schedule. \ gutters, with feature beam. fs
}+=-Service 7 PA
channel. are] 3 BS Beam( Timber battens fixed to F.C. clad
Timber battens fixed to F.C. clad + channel. eS fascia trusses al end of roof, typ.
fascia trusses, typical Super Bay 3 i
6300 MAX
~5150
Driveway ;
~ ‘Dog Wash unit & Pool
fecal A ‘Cleanboard wall panels (or simiar)
\ nat ay Sump Pt fixed to lower level of conc panes rem ar
Dashed ine indicates approx. ;
locaton ofthe exsting surface lave. Sold dark ine indicates fished
SECTION foo or rished pavement eves
SUPER BAY 2 + VAC BAY STRUCTURE
Cantilevered roof area to have Hardieflex pane (or sila) Senvces channel ‘Numbers indicate colour type ofthe
Colorbond cling in finish to fascia truss with timber _ mmatefal, eter Color Schedule.
proud ofthe fascia truss. battens fixed to front, typical pose. © (
1
7
iat
8 Wash
S| Bay2
Driveway Driveway
| Sold dark ine indicates fished
{oor or finished pavement levels.
a internal Bay Sump Pit —=|
NGL-------—--------
Cleanboard wall panels (or similar)
Dashed ine indicates appro. fied to internal walls of Auto Bays,
SECTION @) location ofthe eistng sutace level ‘ypcal
NEW,
SELF-SERVE BAY 2
12" Colorbond corrugated root
sheeting & gutlers.
D
‘Vending canopy area to have Roof canopy over Vending Sa
CColrbond celing ning, areatobe sloped at. Step ladder & suitable
9 handraling.
Harilex panel (r simi) eg Seve channel: ini 2
finish o fascia truss with timber 8 Mezzanine +—Roof canopy over
battens fixed to front, typical. Storage Sy Plant Room Entry
ay" ~FFL 112.88 jB door, spe 5.
ie
zt .
=| & 8
g Vending || Secure || wo|||& Store Plant g ;
Area || Store s Room Room =) Driveway
Diivaway %, | FFL 109.95, l FFL 109.95 }| FFL 109.95 1
H a
NGL--------------------—---- eo - TO ‘Solid dark tne indicates finished
Dashed line indicates approx. flor or finished pavement levels.
location ofthe exiting suriace level
PLANT ROOM + SECURE STORE
ailing sheeting mounted
to ceiling putins.
12° rool slope:
Service channel
‘Auto Bay entry canopy area to
have Colorbond ceing lining.
Roof canopy over Auto Wash
entry to be sloped at 5°
=
g
3|
&
a
Arepunog us
12° Colorbond corrugated root
& gutters to lower level root,
with ceiling under, typical
Hardietlex panel (or similar)
finish to fascia truss with timber
battens fixed to front, typical. sl N
Eon
Horizontal timber batten fed —-ST SDF
to F.C. clad fascia trusses, —F-—4) Take Away &
typical © Food & Drink 8
7] 7] 4 vinenay |
|
fess TT Vacuum Bay unt. i
foo nshed pavement feiss leo Aas fren the ning Soe |
SECTION @)
NEW,
TAKE AWAY BUILDING, AUTO BAY 2 + VAC BAY 142
[© TMC Building Design Group 2023
1}© Design Copyright .
Foose ae 3 not be copiedin uno | | ISSUED FOR PLANNING APPROVAL PROPOSED CAR WASH AT: 34 (LOT 4, 5 & 6) ELM STREET, ee
‘or in part without the written consent of TMC + i
Bulg Design Group. Any changes NOT TOBE USED FOR CONSTRUCTION PURPOSES —— OE COOROY, QLD, 4563 ‘ TMC | Building Design Group
F Noehange mado oi shot 20122023 [proposed by he Giom, Councilor the TAKE AWAY FOOD & DRINK Design dere taminen. We stes. prat was onte aid
evant Planni ! Authority shall ————————————— EEE eee P.O. Box 3494, Mornington, VIC, 3931. Phone No.
& | serine vrs SestonsRenine.Sactenasiet | roasamee [erer este TH: Gulung Desigy Group OU FOR: CHRIS KING & JOANNE HILL Maiters Emaitaccy@imecesigneomau |
D Issued For DA Planning Approval 299.2022 J authorisation prior to said changes being TLET National Scale:1:100(A1) _[Date: DEC 2023 Issu
1SSUE DESCRIPTION DATE implemented. Drawn: Designed: apeminetrtors
REVISIONS To 2020 2028 1035 PM -TATMO\B02020-062 Ors King Coory, L.D20-032 DA Rev OWS awn’. MICHAELS esignec 7. MICHAELS maa Sheet No: 7 of 9. |Job No: 20-032 DA F
Page 28
tute oats 5 a SUPER BAY 1 CAR + VAN SWEPT PATH, SUPER BAY 2 CAR + VAN SWEPT PATH, VEHICLE SWEPT PATH LEGEND Path centreline AUTO BAY 1 + VAC BAY 1 CAR SWEPT PATH, Pen tow AUTO BAY 2 CAR SWEPT PATH. SCALE 1:200 CAR & CARAVAN Car Width : 1868mm Trailer Width: 2470mm Car Track : 1600mm Trailer Track: 2470mm Lock to Lock Time: 6.0 sec Steering Angle: 35.2° Articulating Angle : 70.0° TMC Building Design Group 2023 Design Copyright To changes made ois shee! 10052025 a acadleaed drawings may not be copied in whole latoed Fore andiog Ape 2992022 Jor in part without the written consent of TMC Tssued For Noosa Counc Pre-Ledgement Meetng 2 507-2081 Design Group. Any changes eitG aire indensdiieg by the Client, Councilor the STORES eee 1622971 _Trelevant Planning Approval Authority shall Issued For Noosa Counc Pre-Lodgement Meeting 157-2021 |e reported to TMC Building Design Group Issued For Intl Comments 26-11-2020 prior to said changes being DATE Path direction of reverse travel Vehicle body envelope Front tyre envelope Rear tyre envelope CAR - B99 Vehicle 2 1940mm 2 1840mm Lock to Lock Time: 6.0 sec Steering Angle: 33.9° ISSUED FOR PLANNING APPROVAL NOT TO BE USED FOR CONSTRUCTION PURPOSES ‘TC 20 Dec 2023 10:35 PM - T:\TMC\2020%20-032 Chis King- Cooroy, OLD\20-032 DA Rev F.DWG eee is GENERAL PARKING LAYOUT SCALE 1:200 PROPOSED CAR WASH + TAKE AWAY FOOD & DRINK OUTLET CAR PARKING ANALYSIS PARKING AREA Parking Spaces| Car spaces provided in Carwash Bays 6 Car Spaces Car spaces queuing for Carwash (MIN) 124 Cars Car spaces provided in Vacuum Bays 3.Car Spaces Car spaces provided for Car Wash Staff 1 Car Space Car spaces provided for Take-Away Premisis, 4 Car Spaces AT: 34 (LOT 4, 5 & 6) ELM STREET, COOROY, QLD, 4563 FOR: CHRIS KING & JOANNE HILL Drawn: T. MICHAELS Designed: T. MICHAELS ee 4 TMC [Building Design G Design ullaing esign roup P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573 Matters ema National Scale: 1:100 (A1 Date: DEC 2023 Issue: “The peek body forthe Member sotewion | Sheet No: 8 of 9. No: 20-032 DA F
Page 29
7
= sein Bis 8p {2g
+. Bd. Exising Bus SIP of
Site Boundary 46.262M, 351° 59"
+
ie
Site Boundary 36.19M, 262
1
1
1
1
1
t
1
i
1
1
1
1
i
1
1
1
1
i
\
PROPOSE
\
|
DC
vel
—_—
0S 00 . 8 ‘WELZ'Or. Alepunog aug
J
—— '
UT & FILL LAYOUT PLAN
SCALE 1: 100
Site Boundary 50.286M, 171° 59'
CUT + FILL LEGEND
Cut 2750 - 4000mm
Fill 0 - 250mm
Fill 250 - 500mm
Fill 500 - 750mm
Fill 750 - 1000mm
Cut 1000 - 1500mm
In Bay Silt Pits
Deep Pits
DIAL BEFORE
YOU DIG
www.1100.com.au
[© TMC Building Design Group 2023)
© Design Copyright
These drawings may not be copied in whole
Plan updated to include new Rootwater Tank excavation
20-12-2023
lor in part without the written consent of TMC
No changes made to this sheet
10-05-2023,
Building Design Group. Any changes
proposed by the Client, Council or the
relevant Planning Approval Authority shall
be reported to TMC Building Design Group
jauthorisation prior to said changes being
ISSUED FOR PLANNING APPROVAL
NOT TO BE USED FOR CONSTRUCTION PURPOSES
° leeved For DA Planning Approval 29.9-2022
Skt {sued For Inal Comments 26-11-2020
ISSUE DESCRIPTION DATE
REVISIONS:
TC 20 Dec 2023 10:35 PM- T\TMC\2020120-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG
PROPOSED CAR WASH +
TAKE AWAY FOOD & DRINK
OUTLET
AT: 34 (LOT 4, 5 & 6) ELM STREET,
COOROY, QLD, 4563
FOR: CHRIS KING & JOANNE HILL
Drawn: Designed:
T. MICHAELS T. MICHAELS
4
aig
Design
Matters
National
‘The peak body forthe
‘building design profession
Member
er
TMC | Building Design Group
P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114.573
E:mail- [email protected]
‘Scale: 1:100 (A1)
Date: DEC 2023
Sheet No: 9 of 9.
Job No: 20-032 DA
Issue:
F
Page 30
Ss
=
FFL 109.08
FFL 109.
me)
Pe pines rl
bacterin pipes),
been inc and edn |
saeaaioertos
; | |
ht |
TreGusdioninao soba showy
wide x: MIN deep (sloping fo ~
4eep)-Adoo! Aco Dah K200 wih hea! sale
grate ove} & end ining pt. |
8 No. SPEL Hydrochahnels are tobe
| tape perm
| |
rene |
an
SS
SCALE 1: 100
TMC Building Design Group 2023
Design Copyright
drawings may not be copied in whole
in part without the written consent of TMC
Design Group. Any changes
by the Client, Council or the
Planning Approval Authority shall
reported to TMC Building Design Group
Prior to said changes being
© | _OnSieDetenton Fics &adsiona Root Water RetensonDetnton Tak added | 20-12-2028
STW pi pps & STW Quay Treatment Diagram ute, AdstonalRacain Padded | 10-05-2023
8
A
Issued For DA Planning Approval 29-9-2022
TC 20Dec 2023 4:35 PM - TATMC\202020-082 Chis King- Cooroy, QLDI20-092 DA Rev C.DWG
Ev EW
Existing Bus Stop
dp gully
Pit PS is the SPEL Basin Modular Welland System 2.0- 10LPS General
‘Arrangement. This system will teat al stormwater that enters into Pit 4. Pit
is fitted with a high level overtiow pipe that connects into Pit P6- to ensure
that larger storm events are catered for within te internal drainage network,
ISSUED FOR PLANNING APPROVAL
NOT TO BE USED FOR CONSTRUCTION PURPOSES.
PRELIMINARY STORMWATER LAYOUT PLAN .
DIAL BEFORE
YOU DIG
www.1100.com.ou
a ~ a ~
Stormwater OSD Balancing
FFL 109.95
lines to
‘on Mezz level.
L
1. Contractor / builder are to acquaint themselves with
location of all services prior to commencement of work - no
responsibility willbe taken for any damage to services
whether shown or not.
2. All work (including Pits & Crossovers) is to comply with the
Noosa City Council specications & Standard Stormwater,
Drawings. ;
3. All drainage works & installation of same shall comply with
AS 3600.2 Part 3 Stormwater Drainage. Stormwater pipes
shall be located in sufficient proximity to other services as
per AS 3500.3 C16.2.6.
4. Agricultural drains shall be 90/100mm diameter ‘Draincoil
laid in continuous lengths to a minimum grade of 1 in 400
-alternatively- they are to be specified by the Structural
Engineer.
5. _Alllexcess spoil to be disposed of offsite as directed.
6. All concrete to be fc 32 MPa MIN.
7. The contractor shall arrange all inspections and obtain
certificates of approval plas as any additional instructions
from the relevant authorities prior to backfiling/enclosing
new services.
8. Backfiling of trenches is to be in accordance with the
relevant Council Standard Specifications, Manufacturers
specifications and/or in accordance with the Soil report.
9. Forty-eight hours notice shall be given to the relevant
Council before starting works outside property boundary.
10. Connect to legal point of discharge to the satisfaction of the
Noosa City Council's Engineer.
114. Any footpaths, driveways or existing features disturbed,
broken or affected by the works are to be reinstated to the
complete satisfaction of Noosa City Council's
Supervisor/Engineer.
12, Dial 1100 Before You Dig for existing underground services
which may be affected by the proposed services.
13._All excess spoil to be disposed of off site as directed.
LEGEND
New Stormwater Drainage Pipe
jamu~smms — New Stormwater Retention Pipe
&
[lap
Down Pipe
Downpipe 150mm @ Raised Sump Box
with PVC Grate over.
ir Existing surface levels
0
#7198 Finished surface levels
B Grated/Junction Drainage Pit
Grated Strip Drain
SERVICES LEGEND
es—ss—es— Existing Sewer Pipe
Existing Stormwater Drainage
Existing Water Mains Pipe
CT
FSU 10000
CT
o 1
AT: 34 (LOT 4, 5 & 6) ELM STREET,
COOROY, QLD, 4563
FOR: CHRIS KING & JOANNE HILL
SCALE 1: 100 AT ORIGINAL SIZE
PROPOSED CAR WASH + TAKE
AWAY FOOD & DRINK OUTLET gewon TMC | Building Design Group
Existing Telecom Cables
[ARNING:
‘The existing services shown on this plan have been
derived either from field survey or plotted from records of
the relevant authorities and no guarantee is given as to
their accuracy. Itis the responsibility of the contractor to
verify on site the location of all services prior to the
commencement of works.
AIlSTW drainage pipe sizes, inverts & quality treatment
shown are preliminary and are subject to final engineering
design and approval.
A
SITE QUALITY TREATMENT:
394 ~=«65 10M
Drawn:
T. MICHAELS of
TMC Building Design Group
Designed:
T. T. MICHAELS of
Design Group
ae
Chas Gianarakis of
CMG
re
We HERgey CERTIFY THE GML DETALS 20.12.28
THESE DRAWINGS.
RPEQ 1370
G MG. SoNnsuetine | zee 8 BUCHAN ST.
a Js ENGINEERS er in.| SA! °(5>y 4031 2775
AEN sit cos 78 Fax tony 4051 9013
Scale:1:100,(A1) __[Date:__ DEC 2023
Issue:
PyL|Sheet No: C1 of 1. no: 46143,
etesess P.O. Box 3494, Momington, VIC, 3931.
—— Phone No. 0416 114 573, Fax No. (03) 8669 4486
Engineering Drafting E:mail- [email protected]
Contact Website- www.tmedesign.com.au
Cc
Page 31
GENERAL NOTES:
|. This drawing is preliminary and only to be used to demonstrate the
adequacy of the Hydraulic design for the Car Wash operation only.
Further documentation (during the construction drawing stage) will specify
all pipe sizes, venting, invert levels et...
Do not scale the drawings.
Al works shall be completed by suitably qualified trades people with
current licence and insurance cover.
‘The Plumbing Contractor/Builder is to consult with the Crvil/ Structural
Engineer regards to all excavations & placement of all below ground tanks
& drains to ensure the integrity of the building and the foundations are not
Compromised due to excavation within the zone of influence to any
structure.
All works are to be constructed in accordance with the standard
‘& Water Supply Laws 1998, National Construction Code (BCA), AS 2149,
‘AS 2441, AS 2444, National Plumbing & Drainage Code, AS 3500 Parts
4-4, al other relevant Australian Standards & local laws.
‘The Builder/Contractor is to check interpretation of Bylaws with Counci.
‘The Builder/Contractor isto verify all surface levels, invert levels & cover
over waste drainage lines are correct & obtainable before construction
commences.
8. The locations of any existing services shown on the drawing/s are
approximate only & have not been verified. The Builder/Contractor shall
verify locations of services before commencement of work. The
Builder/Contractor shall not work near these services without personal
supervision or the written permission of the Relevant Authority.
9. All pipes laid underground in landscaped areas are to be a MIN of 400mm
to the invert level & shall be MIN [email protected]. Water service pipework sizes shown as nominal bore. Any altematives
sed must be equal or exceed those shown.
14. The Builder is to ensure that all services Contractors co-ordinate together
before commencing to determine the correct construction sequence.
12. The Contractor is to provide ‘As Constructed’ documents to the
‘Superintendent on completion of the contract.
413. The Contractor shall allow for the supply of all labour, materials & plant
oN
EM
&.
Existing Bus stop
*
4 No. 3,900 Litre MIN Reclaim Pits
S00 ae Race
peepee eerie
other approved cover) gas tight trafficable access covers.
j Al
Auto Bay 1
Seating Area
Vac Bay 1
2,000 Litre
sit Pit AL,
rated core,
2
|
1
V
2 ‘necessary forthe installation, testing & commissioning of the works as
Take ig Aue Beye Vac Bay 2 described on the drawings & in the speciication. The works shal be
Away Eo ooo ti complete with ful alowance forall minor & incidental tems requied
& 11 22000 Cire: though not specifically mentioned or detailed. The Contractor shall also
Sm GREL, allow for all work required to make
‘good.
14, All materials shall be new, proven in service & suitable for the intended
purpose. a
415. Testing & commissioning shall be carried out prior to practical completion
to clearly demonstrate & record that the works efficiently meet the
Outlet
gate cover,
2
1s i , -cified performaces & have been successfully commissioned as a
‘F re j ¢ te sa
Ios re / VaoiBiayas 7 SITE SPECIFIC SEWERAGE NOTES:
12< viper tage , fi 1. The equipment for the treatment of liquid trade waste is to be kept clean
= Auwiater Separator Treatment capacity = and maintained (by ongoing removal of accumulated material from
Store Room ‘channels, silt traps and coalescing plate packs, and timely removal of
Store Room § wcll. metwosnans ‘er un Ni: 216 este ee ee oe ea
iene, * sued Interceptor Pit by a licensed liquid waste contractor etc) in an efficient
delivers oily waste water from Holding Pit to
above ground mechanical oll water
separaior to be connected to waste oil
container & disconnector gully.
‘Treatment system to be in accordance with
local Council & Water Authority Guidelines.
‘condition to the satisfaction of the Relevant Authority & must not be
‘modified without approval in writing of the Relevant Authority
Spillsleaks should be cleaned up using dry cleaning mé
Al liquid trade waste from the Auto Wash bays shall pass through a
series of Reclaim Pits (4 No. 4,000 L MIN). Effluent water from the
Reclaim Pits is to pass into the PetroV/Oll Interceptor Pit (4.000 L MIN)
We for Trade Waste Discharges.
ne ah Bay 1 \\ Oil/Water Separator to be located ina bbe tren bbe discharged to the sewer property house connection drain
es ars UMS“ =r, 4, Each Dog Wash tub is to have a hair trap installed, The hair trap/s shall
fa eS
i be cleaned on a regular (weekly MIN) basis.
5. Animal droppings, litter, etc. shall nat be disposed of into the sewerage
system.
‘All pumps, reclaim suction lines, conduits, venting, filters ete... are to be
installed as per the Hydraulic Engineers, Manufacturers details & Car
Wash Suppliers specifications. These are all to be specified during the
construction documentation stage.
7. Extension risers for Raciaim Pits or the Petrol/Oil Interceptor Pit shall be
made to fit the unit to the exact depth shall be 300mm MIN high.
8. Itis recommended that back flow prevention devices be installed in
applications that are at risk of having sewerage backing up into them.
11,000 Litre MIN
Tobe castunde the paving slab complet wih 2
Nia Cis "ham duty fan (rahe
-pproved cove) gas ight access covers.
7
@
LEGEND
wecomcomen = Domestic Sewer Drain
Drainage
100mm @ Trade Waste Drain- HDPE
Super Bay 1 Recycled Water Pipe
Dog Wash unit
‘complete with hai
trap @ places),
2,000 Litre Silt Pit
Si Pit RL Top: 109.60,
Precast concete sit pit conplete
eth HD. gated cover.
Pipe up
9801 1S
Flow direction
pests
Inspection Opening Surface
Tundish
Floor Waste Grate
eo
Drainage = a
Pt =}
Retlux Valve
Overflow Relief Gully
2,000 Litre Silt Pit:
Sit Pit RL Top: 109.60,
Pra cast concrete st pil compete
wih AO. grated cover,
we0i 1S
Disconnector Gully
Existing surtace levels
Finished surface levels
= Authority Sewer Connection Point
ig Services shown on.
this plan have been derived SD. 200mm wide x 150mm MIN deep SD
SERVICES LEGEND
either from field survey or plotted ‘Overspray strip drain to drain into ‘Pipe
mts—es—es— Existing Sewer Pipe from records of the vewrant vee
authorities and no guarantee is
ono eso Existing Stormwater Drainage given as to their accuracy. It is ‘Stormwater Drainage Grated Pit, |
the responsibilty of the i
contractor to verify on site the Junction Pit & Grated Strip Drain as
location of all services prior to EEETETIN per Givi Eng dwos.
the commencement of works. —
Existing Overhead Power Lines
DIAL BEFORE Existing Water Mains Pipe
YOU DIG
www.1100.com.ou
PRELIMINARY SANITARY DRAINAGE LAYOUT PLAN
SCALE 1: 100
—— hen —— Existing Telecom Cables.
==
TMC Building Design Group 2023
Design Copyright
drawings may not be copied in whole
in part without the written consent of TMC
Design Group. Any changes
by the Client, Council or the
Planning Approval Authority shall
reported to TMC Building Design Group
29-9202 | authorisation prior to said changes being
DATE
ISSUED FOR PLANNING APPROVAL
NOT TO BE USED FOR CONSTRUCTION PURPOSES
AT: 34 (LOT 4, 5 & 6) ELM STREET,
COOROY, QLD, 4563
PROPOSED CAR WASH +
TAKE AWAY FOOD & DRINK
OUTLET
- eee
ee pili ‘
Design MC [Building Design Group
P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114573
Matters
National
“The peak body for the
building design profession
Member
Additional On-Site Retantion/Detention Tank added 20-12-2023
Additional Reclaim Pit added. STW pits updated.
1005-2028
FOR: CHRIS KING & JOANNE HILL
Issued For DA Planning Approval
SCALE 1: 100 AT ORIGINAL SIZE
TC 20 Dec 2023 9:35 PM - T:\TMC\2020120-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG
Date: DEC 2023 Issue:
no: 20-032 DA
Scale’
00
Drawn:
T. MICHAELS Destnedt
T. MICHAELS Sheet No: H1 of 1.