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RFI (rec. 5.06.26) 2567 - Appendix C - Waste Management Plan (WMP) (Ver. 2)
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WASTE MANAGEMENT PLAN
In Association with the Material Change of Use Application
for the Proposed Industrial Development
at
18 Taylor Court, Cooroy
Lot 2 on SP197517
for
RMD Capital Pty Ltd
Ref: 2576-WMP-01_Version 2.0
April 2026
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Full text of sections 2 to 19 (of 25)
Section 2
DOCUMENT INFORMATION
Document Title: Waste Management Plan
Document Reference No. 2576-WMP-01 – Version 2.0
Commissioned By: RMD Capital Pty Ltd
Prepared By: Barlow Shelley Pty Ltd
Author: Ebony Afiouni (DipEng)
Tim Burke (BEng (Civil), CPEng, MIEAust, RPEQ,
Reviewed & Authorised By:
NER)
DOCUMENT CONTROL
Version Date Author Reviewer
1.0 February 2026 Ebony Afiouni Tim Burke
2.0 April 2026 Ebony Afiouni Tim Burke
“©2026 Barlow Shelley Pty Ltd All Rights Reserved. Copyright in the whole and every part of this document belongs to
Barlow Shelley Pty Ltd and may not be used, sold, transferred, copied or reproduced in whole or in part in any manner or
form or in or on any media to any person without the prior written consent of Barlow Shelley Pty Ltd”.
Section 3
EXECUTIVE SUMMARY An assessment of the waste management requirements has been carried out for the proposed industrial development at 18 Taylor Court, Cooroy, in accordance with the Noosa Council Planning Scheme Policy (PSP). The proposed development on Lot 2 on SP19751 consists of fifty-four (54) individual tenancies, each with an approximate gross floor area (GFA) of 150m², with one caretaker’s residence. The intended uses of the tenancies will be consistent with the definition of Low Impact Industry as prescribed in Schedule 1 of the Noosa Council Planning Scheme. This waste management plan aims to document the proposed development with respect to waste generation, storage, disposal and handling on site. Based on the estimated waste generation rate, a total of eleven (11) 2 cubic litre bins is to be stored in the proposed bin storage facilities on site. Each tenant will be responsible for disposing of their own waste into the general waste bins, with no kerbside collection provided, as all recycling and general waste will be collected by a waste collection vehicle entering the site. There is no expected adverse impact on the amenity associated with the collection of waste from the development. Waste collection can be conducted in line with Noosa Council requirements.
Section 4
CONTENTS 1.0 INTRODUCTION..................................................................................................... 3 2.0 BASIS OF ASSESSMENT ...................................................................................... 4 3.0 WASTE GENERATION, STORAGE AND COLLECTION ...................................... 5 3.1 Indicative Waste Generation and Minimum Service Level ............................. 5 3.2 Recyclable Waste .............................................................................................. 6 3.3 General Waste ................................................................................................... 7 4.0 WASTE BIN STORAGE AND HANDLING ............................................................. 8 4.1 Waste Collection ............................................................................................... 8 5.0 CONCLUSION ...................................................................................................... 10 6.0 LIMITATIONS AND CLOSURE ............................................................................ 11
Section 5
APPENDICES APPENDIX A - Proposed Site Layout Plan by Elevation Architecture APPENDIX B - Proposed Turning Path of Waste Collection Vehicle 2576-WMP-01 v2 (April 2026) Page 2 of 16 EA/TB
Section 6
1.0 INTRODUCTION
Barlow Shelley Pty Ltd was commissioned by RMD Capital Pty Ltd to prepare a Waste
Management Plan (WMP) for a proposed industrial development located at 18 Taylor Court.
The subject development is proposed to be delivered in 5 stages (Refer to Figure 1 – Locality
Map).
The proposed development consists of fifty-four (54) individual tenancies, each with an
approximate gross floor area (GFA) of 150m², together with one caretaker’s residence. The
intended uses of the tenancies will be consistent with the definition of Low Impact Industry as
prescribed in Schedule 1 of the Noosa Council Planning Scheme.
This WMP has been developed to address the waste management requirements for the
proposed development and will form part of the Material Change of Use Application to Council.
This report proposes measures to gather, store, dispose and handle waste generated on site
to meet the requirements as set by the Noosa Council Planning Scheme Policy, Section 6.10,
Waste Management. “A waste management plan is required where the development has the
potential to generate significant quantities of waste or waste that is of a hazardous nature and
should have a waste management plan as part of the information required to assess the
application.”
Figure 1 - Locality map of subject site (Purple circles show bin storage areas).
2576-WMP-01 v2 (April 2026) Page 3 of 16
EA/TB
Section 7
2.0 BASIS OF ASSESSMENT
The following documentation has been consulted as the basis of this assessment.
• Drawings and site plans prepared by Building Suncoast Green, dated 26/02/2026
• Discussions and correspondence with the client.
• Noosa Council Planning Scheme Policy, Section 6.10 – Waste Management
The proposed site plan shows the location of the bin storage area on site relative to the
proposed buildings, carparks and driveway (See Figure 1).
2576-WMP-01 v2 (April 2026) Page 4 of 16
EA/TB
Section 8
3.0 WASTE GENERATION, STORAGE AND COLLECTION
The proposed development is located in the Low Impact Industrial zone in Noosaville. Table
1 provides a summary of the proposed tenancies and expected gross floor areas (GFA).
Table 1 - Tenancy Composition
Number of Total GFA (Total
Stage Number Usage
Tenancies ground area)
1 11 1797 m²
2 11 2157 m²
3 9 1124 m² Low impact
4 14 2541 m² industrial
5 10 1375 m²
Total 55 8994 m²
3.1 Indicative Waste Generation and Minimum Service Level
The Noosa Council PSP provides no indicative waste generation rates or minimum service
levels for Low Impact Industries. For the purpose of this report waste generation rates have
been taken from Appendix 1 in SC6.10 where an average of the uses applicable to this site
have been used. Based on this, the recycling rate has been determined to be 0.043 kg/m2/day
and the general rate as 0.036 kg/m2/day.
Based on the proposed floor area for each of the fifty-four (54) tenancies, it is expected that
waste will not be generated in significant quantities or be of hazardous nature. Therefore, for
the purposes of this evaluation, the tenancies are being treated as the other uses category in
Table SC6.10.5.1 with the Minimum Service Level to be determined as part of this proposal.
The resultant requirement for waste and recycling storage is 10900 L/week and 15120 L/week
respectively, assuming business operations over a standard 5-day week. This equates to 195
L/week of general waste and 270 L/week of recycling per unit. Adopting a standard 2m3 bin
(2000mm long, 900mm high and 900mm wide), this equates to 6 (six) 2 cubic litre general
waste storage bins as well as 5 (five) 2 cubic litre recycle bins. The combined 11 storage bins
are comfortably accommodated in the bin storage area proposed as shown on the site layout
plan (Figure 1).
Should any future tenant generate waste other than commercial waste, these tenants would
be required to manage, store and adequately dispose of such waste using specialist waste
service providers. Such waste streams include hard waste, waste metal storage, bailing of
paper/cardboard, paints and chemicals, medical wastes etc.
2576-WMP-01 v2 (April 2026) Page 5 of 16
EA/TB
Section 9
3.2 Recyclable Waste
The Waste Management Planning Scheme Policy does not specify minimum recyclable
waste service levels for low impact industrial development. Recyclable waste volumes have
therefore been calculated using a consistent industry-standard waste generation rate applied
across all stages of development. Recyclable waste volumes generated by the development
are broken down as per Table 2.
Table 2 - Recyclable Waste Bin Calculations
Stage Mixed Recycling
Generation Adopted No. of 2m³
No. of 2m³ Bins
(m³/week) Bins
Stage 1 1.6 0.8 1
Stage 2 2.0 1.0 1
Stage 3 1.0 0.5 1
Stage 4 2.3 1.2 1
Stage 5 1.3 0.6 1
All Stages Total 8.2 4.1 5
The total amount of bins needed to accommodate the general waste generated by the low
impact industrial uses across all stages is 5 (five) 2 cubic litre bins per week
2576-WMP-01 v2 (April 2026) Page 6 of 16
EA/TB
Section 10
3.3 General Waste
The Waste Management Planning Scheme Policy does not specify minimum general waste
service levels for low impact industrial development. General waste volumes have therefore
been calculated using a consistent industry-standard waste generation rate applied across
all stages of development. General waste volumes generated by the development are
broken down as per Table 3.
Table 3 - General Waste Bin Calculations
Stage General Waste
Generation Adopted No. of 2m³
No. of 2m³ Bins
(m³/week) Bins
Stage 1 2.1 1.1 1
Stage 2 2.6 1.3 1
Stage 3 1.3 0.7 1
Stage 4 3.0 1.5 2
Stage 5 1.6 0.8 1
All Stages Total 10.7 5.4 6
The total amount of bins needed to accommodate the general waste generated by the low
impact industrial uses across all stages is 6 (six) 2 cubic litre bins per week.
2576-WMP-01 v2 (April 2026) Page 7 of 16
EA/TB
Section 11
4.0 WASTE BIN STORAGE AND HANDLING Each tenant is responsible for moving their own waste to the bin storage facility where the rubbish bins will be picked up once per week. The bin storage area will be accessible for tenants on foot. The caretaker will wheel the bins out from the storage areas for the waste collection vehicle to collect. 4.1 Bin Storage All bin storage areas shall be constructed to meet the minimum requirements provided in Noosa Council PSP, Schedule 6.10.5 – Waste management design criteria. A bunded area is to be provided for bin washdown to ensure that all washdown water is contained and directed to a sewer connection in accordance with Council requirements. A water supply, including a tap with hose connection, will be provided within the bin storage area to facilitate cleaning. The design of the internal hydraulics has not yet been completed but will be undertaken to meet the requirements of Noosa Council PSP. All bins shall be washed within the designated bunded area. 4.2 Waste Collection Building Management is responsible for coordinating waste collection with the waste collection service provider and/or Council. Waste collection for the development is proposed to be undertaken on site, with waste collection vehicles entering and exiting the site in a forward direction. Servicing will be undertaken using a front lift waste collection vehicle (HRV) suitable for emptying 2 m³ bins, with a total service frequency of one (1) collection of the eleven (11) bins per week. The design vehicle for waste servicing has smaller turning path and height requirements than the 12.5 m HRV and 18m AV design vehicles and is appropriate for the internal access roads and service areas provided. Vehicle access, turning and manoeuvring have been designed to ensure that waste collection vehicles can safely enter, service the bins, and exit the site without reversing onto the public road. Manoeuvring paths are provided in Appendix B. The bin storage and collection areas are located on the ground level in close proximity to the internal service route. These areas are generally level to facilitate the safe handling and movement of the 2 m³ bins to the waste collection vehicle, minimising manual handling requirements and potential safety risks. 2576-WMP-01 v2 (April 2026) Page 8 of 16 EA/TB
Section 12
There is no expected adverse impact on the amenity associated with the collection of waste from the development. Waste collection can be conducted in line with Noosa Council requirements. 4.3 Servicing Manoeuvres The design vehicle turning paths have been considered for the staged development and ensure that the waste collection vehicle (HRV) can safely manoeuvre at each stage of the development. For Stage 1, the HRV will enter the site via Taylors Court, undertake a three- point turn at the end of Stage 1, and collect the Stage 1 bins in a front-on orientation before exiting the site in a forward direction (See Appendix B). With the construction of Stage 2, the HRV can extend its path into this area, where adequate space is available to safely manoeuvre and service the bins (See Appendix B). Upon completion of Stage 4, the HRV is able to drive through the site in a clockwise direction to the northern portion of the site, with the turning paths confirming that the vehicle can manoeuvre within this stage and return to the site access in a forward direction (See Appendix B). Servicing for an articulated vehicle (AV) has been provided where the AV can safely manoeuvre by reversing in and forward out as shown on turning paths (Appendix B). Temporary AV parking has been provided in Stage1 until Stage 4 has been built. 2576-WMP-01 v2 (April 2026) Page 9 of 16 EA/TB
Section 13
5.0 CONCLUSION This waste management plan has reviewed the proposed development with respect to waste generation, storage and disposal on site. It is determined that waste generated on site will not be of significant quantities and that the generated waste will not be of a hazardous nature. Based on the estimated waste generation rate, a total of eleven (11) 2 cubic meter bins are to be stored in the proposed bin storage facility on site. Each tenant is responsible for disposing of their own waste into the general waste bins, with no kerbside collection provided, as all recycling and general waste will be collected by a waste collection vehicle entering the site. The internal driveway and manoeuvring areas have been designed to accommodate a Heavy Rigid Vehicle (HRV), allowing safe entry, servicing and exit in a forward direction. 2576-WMP-01 v2 (April 2026) Page 10 of 16 EA/TB
Section 14
6.0 LIMITATIONS AND CLOSURE This report has been commissioned by RMD Capital Pty Ltd and specifically investigates the subject site as described in this report. We consider that the study addresses the requirements for development of the subject site at the time the study was undertaken. If these conditions are known to change, the results of this study should be reviewed. This report is only to be used in full and may not be used to support objectives other than those set out herein, except where written approval is provided by Barlow Shelley Pty Ltd. Barlow Shelley Pty Ltd accept no responsibility for the accuracy of information supplied to them by second and third parties. Should further information be required please contact the undersigned. AUTHORED BY ___________________________ EBONY AFIOUNI – Undergraduate Civil Engineer DipEng(Civil) APPROVED BY ______________________________________ TIM BURKE – Director BEng (Civil), CPEng, MIEAust, RPEQ, NER For and on behalf of: BARLOW SHELLEY PTY LTD 2576-WMP-01 v2 (April 2026) Page 11 of 16 EA/TB
Section 15
A
Appendix
Proposed Site Layout
Prepared by Elevation Architecture
[OCR of page images]
Proposed Site Layout
Prepared by Elevation Architecture
Section 16
150 10000 150 10000 150 10000 150
Chainwire Fence
8°57'15" 213.928
550
FFL 125.00
FFL 125.00 FFL 125.00
BUILDING D FFL 125.00
7.0
12 124 m 2
125 m 2
125 m 2
125 m 2
125 m 2
125 m 2
125 m 2
125 m 2
125 m 2
125 m 2
125 m 2
125 m 2 125 m2 125 m2 125 m2 125 m2 125 m2 125 m2 250 m2
6.5
TENANCY TENANCY TENANCY TENANCY TENANCY TENANCY TENANCY TENANCY TENANCY TENANCY TENANCY
18
17 TENANCY TENANCY 18 18
17 17 TENANCY TENANCY 18 18
17 17 TENANCY TENANCY 18 18
17 17 TENANCY 18
17
12
18 18 18 18 18 18 18 18 18 18 18 18 16 16 16 16 16 16 16 16
17 17 17 17 17 17 17 17 17 17 17 17 15 15 15 15 15 15 15 15
16 16 16 16 16 16 16 16 16 16 16 16 14 14 14 14 14 14 14 14
15
14
13
12
11
10 37
15 15
14 14
13 13
12 12
11 11
10 10 38 39
15 15
14 14
13 13
12 12
11 11
10 10 40 41
15 15
14 14
13 13
12 12
11 11
10 10 42 43
15 15
14 14
13 13
12 12
11 11
10 10 44 45
15 15
14 14
13 13
12 12
11 11
10 10 46 47
15 13
14 12
13 11
12 10
11 9
10 8
48 49 13 13
12 12
11 11
10 10
9 9
8 8
50 51 13 13
12 12
11 11
10 10
9 9
8 8
52 53 13 13
12 12
11 11
10 10
9 9
8 8
54 13
12
11
10
9
8
9 9 9 9 9 9 9 9 9 9 9 9 7 7 7 7 7 7 7 7
8
7
6
5 MEZZ. MEZZ. MEZZ.
8 8
7 7
6 6
5 5 MEZZ. MEZZ.
8 8
7 7
6 6
5 5 MEZZ. MEZZ.
8 8
7 7
6 6
5 5 MEZZ.
8 8
7 7
MEZZ.
6 6
5 5 MEZZ. MEZZ.
8 8
7 7
6 6
5 5 MEZZ.
8 6
7 5
6 4
5 3
MEZZ. MEZZ. MEZZ.
6 6
5 5
4 4
3 3
MEZZ. MEZZ. 6 6
5 5
4 4
3 3
MEZZ. MEZZ.
6 6
5 5
4 4
3 3
MEZZ. 6
5
4
3
4
3
2
47 m2 47 m2 UP UP 47 m2
4 4
3 3
2 2
47 m2 UP UP 47 m2
4 4
3 3
2 2
47 m2 UP UP 47 m2
4 4
3 3
2 2
4 4
3 3
47 m2 UP UP 47 m2
2 2
47 m2 UP UP 47 m2
4 4
3 3
2 2
47 m2 UP
4 2
3 1
2
1 UP
47 m2 47 m2 UP UP 47 m2
2 2
1 1 47 m2 UP UP 47 m2 2 2
1 1 47 m2 UP UP 50 m2
2 2
1 1 52 m2 UP 2
1
1300
nce
1 1 1 1 1 1 1 1 1 1 1
UP
e Fe
1300
1300
0 5 m2 5 m2 5 m2
inwir
6. 5 m2 5 m2 5 m2 5 m2 5 m2 6 m2
12
mb
Cha
5400
5400
5400
4 CAR PARKS 4 CAR PARKS 4 CAR PARKS 4 CAR PARKS 4 CAR PARKS 4 CAR PARKS 4 CAR PARKS 4 CAR PARKS 4 CAR PARKS
SCREENED BIN ENCLOSURE 3x3m MIN POROUS PAVED STAFF
5 / 1.3m3 & BIN WASH DOWN RECREATIONAL AREA (COVERED
.5 AREA REFER CIVIL DETAILS OUTDOOR TABLE & SEATING) AS
7000
125
6500
6500
URBAN ALUMINIUM COVERED PICNIC
10150 150 10000 150 10000 150 10000 150 10000 150 10000 150 10000 150 SETTING - WIDE (MODULAR-CODE 47-
MCPS2) 2200L X 2400W X 2300H
EMT J
mb
mb
.0 mb STAFF
SP197517 125
AREA
C
FFL 125.00 UP UP UP UP
FFL 125.00 UP UP FFL 125.00 UP UP UP UP UP UP FFL 125.00 UP
crete
1 1 1 1 1 1 1 1 1 1 1 1 1
2 2 2 2 2 2 2 2 2 2 2 2 2
3 3 3 3 3 3 3 3 3 3 3 3 3
70 m2
4 4 4 4 4 4 4 4 4 4 4 4 4
5 m2 5 m2
5 5 5 5 5 5 5 5 5 5 5 5 5
2 2 2 2 2 2 2 2 2 2 2
173 m2 175 m2
6 6 6 6 6 6 6 6 6 6 6 6 6
169 m 7 7
169 m 173 m 7 7
173 m 173 m 7 7
175 m 173 m 7 7
173 m 173 m 7 7
173 m 173 m 7 7 7
Chainwire Fence
Con
8 8 8 8 8 8 8 8 8 8 8 8 8
9 9 9 9 9 9 9 9 9 9 9 9 9
10 10 10 10 10 10 10 10 10 10 10 10 10
11 11 11 11 11 11 11 11 11 11 11 11 11
12 12 12 12 12 12 12 12 12 12 12 12 12
13 13 13 13 13 13 13 13 13 13 13 13 13
14 14 14 14 14 Section 17
14 14 14 14 14 14 14 14
15 15 15 15 15 15 15 15 15 15 15 15 15
16 16 16 16 16 16 16 16 16 16 16 16 16
17 17 17 17 17 17 17 17 17 17 17 17 17
18 18 18 18 18 18 18 18 18 18 18 18 18
Chainwire Fence
TENANCY 36 TENANCY 35 TENANCY 34 TENANCY 33 TENANCY 32 TENANCY 31 TENANCY 30 TENANCY 29 TENANCY 28 TENANCY 27 TENANCY 26 TENANCY 25 TENANCY 24
13 CAR PARKS
124.5
Shelter
12 CAR PARKS
MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ.
12 CAR PARKS
59 m2 59 m2 60 m2 60 m2 60 m2 60 m2 60 m2 60 m2 60 m2 60 m2 60 m2 60 m2 60 m2
2
BUILDING B BUILDING C
SP197517
266°0
7
MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ.
103.8
117 m2 60 m2 60 m2 60 m2 60 m2 60 m2 60 m2 60 m2 60 m2 124.60
0 m 2
60 m2 60 m2
2'45"
18 18 18 18 18 18 18 18 18 18 18 18
17 17 17 17 17 17 17 17 17 17 17 17
16 16 16 16 16 16 16 16 16 16 16 16
15 15 15 15 15 15 15 15 15 15 15 15
14 14 14 14 14 14 14 14 14 14 14 14
13 13 13 13 13 13 13 13 13 13 13 13
2.016 ha 19
12 12 12 12 12 12 12 12 12 12 12 12
11
10
TENANCY 12 TENANCY 13 11 11
10 10
TENANCY 14 TENANCY 15 TENANCY 16 11 11
10 10
TENANCY 17 11 11
10 10
TENANCY 18 TENANCY 11 11
10 10
TENANCY 20 TENANCY 21 11 11
10 10
TENANCY 22 TENANCY 23 11
10 5 m2
"
9 9 9 9 9 9 9 9 9 9 9 9
8 8 8 8 8 8 8 8 8 8 8 8
5'20
7 7 7 7 7 7 7 7 7 7 7 7
6 6 6 6 6 6 6 6 6 6 6 6
102.5
5 5 5 5 5 5 5 5 5 5 5 5
4 4 4 4 4 4 4 4 4 4 4 4
3 3 3 3 3 3 3 3 3 3 3 3
2 2 2 2 2 2 2 2 2 2 2 2
1 1 1 1 1 1 1 1 1 1 1 1
UP 368 m2 UP UP UP UP UP UP UP UP UP UP UP
4
114°
5 m2 5 m2
95
FFL 124.50 FFL 124.50
FFL 124.50 FFL 124.50
189 m2 189 m2 189 m2 190 m2 5400 6500 5400
190 m2 189 m2 189 m2 189 m2 189 m2 189 m2 190 m2
5400 6500 4800 600
C mb
12
3.5
mb
STORM
IN THIS
7000
SCREENED BIN ENCLOSURE
Chain
3 / 1.3m3 & BIN WASH DOWN
AREA REFER CIVIL DETAILS
WATER
5 m2 5 m2 5 m2 5 m2 5 m2 5 m2
wire F
VICINIT
RECOR
EMT G
868 m2
WARNIN
mb
ence
5400
mb
INFRAS
Y PLOT
DS ONLY
19 CAR PARKS 11500 Chainwire Fen
ce
G
SP197
TRUCT
TED FR
.
51
7000
7
URE
941 m2
OM
BALCONY
OVER 18 m2
SCREENED BIN
C 0 R
00 E T
ConUR
ENCLOSURE 3 / 1.3m3 &
10 SOV
CO te
BIN WASH DOWN AREA cre
care S
Demountable FFL 124.40
BUILDING A FFL 124.40 UP
takers
REFER CIVIL DETAILS
CR
O
S
OR
Taylor
1
2
3
4545RD
YL
4
5
6
7
TA
8
140 m2 138 m2 163 m2 163 m2 163 m2 163 m2 163 m2 163 m2 188 m2 188 m2 147 m2
9
10
11
Dwa
12
Shelter
13
y
14
15
Court
16
Demountable UP UP
1 1
UP UP
1 1
UP UP
1 1
UP UP
1 1
UP UP
1 1
17
18
2 2 2 2 2 2 2 2 2 2
3 3 3 3 3 3 3 3 3 3
4 4 4 4 4 4 4 4 4 4
5 5 5 5 5 5 5 5 5 5
6 6 6 6 6 6 6 6 6 6
TENANCY TENANCY TENANCY 9 TENANCY 8 TENANCY 7 TENANCY
17836m2 TENANCY 5 TENANCY 4 TENANCY 3 TENANCY 2 TENANCY 1 EMT AA
7 7 7 7 7 7 7 7 7 7
8 8 8 8 8 8 8 8 8 8
9 9 9 9 9 9 9 9 9 9
10 10 10 10 10 10 10 10 10 10
11 11
12 12 Shelter 11 11
12 12
11 11
12 12
11 11
12 12
11 11
12 12
11 10 SP316697
13 13 13 13 13 13 13 13 13 13
500 m2
14 14 14 14 14 14 14 14 14 14
15 15 15 15 15 15 15 15 15 15
16 16 16 16 16 16 16 16 16 16
17 17 17 17 17 17 17 17 17 17
E
18 18 18 18 18 18 18 18 18 18
MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. MEZZ. CARETAKERS
47 m2 47 m2 55 m2 55 m2 55 m2 55 m2 55 m2 55 m2 63 m2 63 m2 OVER 65 m2 WARNING 566 m2
ELECTRICAL INFRASTRUCTURE IN THIS VICINITY
PLOTTED FROM RECORDS ONLY.
EMT C
150
188°57' 138.787 SP197517
12
EMT B
01 SITE PLAN
2.
5
16.737
SP197517
AREA
AREA SCHEDULE
SCHEDULE FFL 121.40
- LEVEL 1 Scale @ A3 1:550 FFL 121.40
9991 75
Existing Building
BUILDING A BUILDING B BUILDING C Section 18
BUILDING
150 D
7200 150 7200 150 8545 150 8545 150 8545 150 8545 150 8545 150 8545 150 9841 150 9841 150 8645 150
279°03'35"
184 m2
LEVEL 1 MEZZ. LEVEL 1 MEZZ. LEVEL 1 MEZZ. LEVEL 1 MEZZ.
T 1 147.00 T 12 368.00 120.00 T 17 190.00 60.00 T 37 124.00 47.00
RP DESCRIPTION STAGE LEGEND
EMT I
T 2 188.00 63.00 T 13 189.00 60.00 T 18 189.00 60.00 T 38 125.00 47.00 LOT 2 (18) STAGE 1 BOUNDARY
SP197517
SP1975
REGISTERED PLAN: SP197518
EMT A
T 3 188.00 63.00 T 14 189.00 60.00 T 19 189.00 60.00 T 39 125.00 47.00 STAGE 2 BOUNDARY
LOCALITY: COOROY STAGE 3 BOUNDARY EMT H
T 4 163.00 55.00 T 15 189.00 60.00 T 20 189.00 60.00 T 40 125.00 47.00
.92
LOCAL AUTHORITY: Noosa Shire Council
17
STAGE 4 BOUNDARY SP197517
5
T 5 163.00 55.00 T 16 190.00 60.00 T 21 189.00 60.00 T 41 125.00 47.00
04"
STAGE 5 BOUNDARY
3'4
3
T 6 163.00 55.00 T 31 175.00 60.00 T 22 189.00 60.00 T 42 125.00 47.00 TOTAL SITE AREA 20,160sqm
NORTH
.81
9°4
T 7 163.00 55.00 T 32 173.00 60.00 T 23 190.00 60.00 T 43 125.00 47.00
19
12
T 8 163.00 55.00 T 33 173.00 60.00 T 24 176.00 60.00 T 44 125.00 47.00 SITE COVER ( 44.51%) 8,974.0sqm
T 9 163.00 55.00 T 34 173.00 60.00 T 25 173.00 60.00 T 45 125.00 47.00 LANDSCAPE REQUIRED (15%) 3,024 sqm
T 10 138.00 47.00 T 35 169.00 60.00 T 26 173.00 60.00 T 46 125.00 47.00 LANDSCAPE PROVIDED (15.09%) 3,043 sqm
T 11 140.00 47.00 T 36 169.00 60.00 T 27 173.00 60.00 T 47 125.00 47.00 REMI RAFTER
T 28 173.00 60.00 T 48 125.00 47.00
CAR PARKING REQUIRED (12,032sqm) 125.32 Parks
CAR PARKING PROVIDED 125 Parks LOT 18 TAYLOR COURT
T 29 173.00 60.00 T 49 125.00 47.00 COOROY
T 30 173.00 60.00 T 50 125.00 47.00
CARETAKERS 1 Park
T 51 125.00 47.00 MOTORBIKES PROVIDED 8 Parks
T 52 125.00 47.00 126 Parks ST DJ
T 51 125.00 47.00
T 54 125.00 47.00
IMPERVIOUS AREA (84.90%) 17,134.0 sqm As Indicated 03.12.25
T 55 250.00 102.00
C 01.05.26 Revised stages & bin locations ST DJ 2025-68 04
1779.00 550.00 2157.00 720.00 2539.00 840.00 2499.00 948.00 MATERIAL CHANGE OF USE FOR LOW IMPACT INDUSTRY AND B 30.04.26 550mm setback to Bldg D Tenancies 37 - 47 ST DJ
SUBTOTAL 2329.00 2877.00 3379.00 3447.00
ANCILLARY TRANSPORT DEPOT (CONTRACTORS DEPOT) A 27.02.26 Preliminary DA Issue ST DJ DA DRAWINGS C
GROSS FLOOR AREA: Level 1 8974.00 Mezzanine 3058.00 TOTAL: 12032.00
GSPublisherVersion 525.0.97.0
SITE / FLOOR PLAN LEVEL 1-OPT 05
[OCR of page images]
Chainwire Fence
8°57'15"
L
213.928
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125 45 m? ae 435 m2 125 45 m? 125 fds m2 125 i 425 me vst 125 m? 1254 250m?
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FFL 125.00 FFL 125.00
FFL 125.00
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169 m?
169 m2
173 m2
175 m2 173 m2 173 m2 173 m2 173 m? 173 m?
TENANCY 32) TENANCY 31
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60 m?
TENANCY 33
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TENANCY 27} TENANCY 26 § TENANCY 25
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TENANCY 30§ TENANCY 29} TENANCY 28
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* NANCY 12 TENANCY 1 TE CY 1 NANCY 16 TENANCY 1 NANCY 18} TENANCY 1 'Y 20 | TENANCY 2 NANCY 22 | TENANCY
8 368 m? |
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DING A
163 m?
FFL 124.40
163 m?
163 m? 163 m? 188 m2
YY 6 TENANCY
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INFRASTRUCTURE INTHIS
PLOTTED FROM RECORDS ONLY.
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AREA SCHEDULE VT LEVEL 1 Scale @ AS 1:550
BUILDINGA BUILDING B BUILDING C BUILDING D
LEVEL 1 | MEZZ. LEVEL 1 | MEZZ. LEVEL1 — MEZZ. LEVEL1 — MEZZ. STAGE LEGEND
Ta_[147.00 T12 [368.00 [120.00 |t17]190.00 [60.00 [137 ]124.00__|47.00 RP DESCRIPTION
T2 [1iss.0o [63.00 [713 189.00 [60.00 Tig [189.00 [60.00 [138 f125.00 [47.00 LOT 2 (18) = STAGE 1 BOUNDARY.
r3 [1ss.00 [63.00 |rt14]is9.00 [60.00 |t19[189.00 [60.00 [139 125.00 [47.00 REGISTERED PLAN: SP197518 STAGE 2 BOUNDARY
t4 [163.00 [55.00 [rs |189.00 [60.00 [t20[189.00 [60.00 [t40]125.00 [47.00 OOTY HORITY GOOROY. Cc | STAGE 3 BOUNDARY
“ “ Noosa Shire Counci
ts [163.00 [55.00 |rT16]190.00 [60.00 [t21|189.00 [60.00 [141 ]125.00 [47.00 STAGE 4 BOUNDARY.
T6 [163.00 [55.00 [131 ]175.00 [60.00 T22 [189.00 [60.00 [142 f125.00 [47.00 TOTAL SITE AREA 20,160sqm STAGE 5 BOUNDARY, &
t7 [163.00 [5500 |132|173.00 [60.00 |t23|190.00 [60.00 [14312500 [47.00
Ts [163.00 [55.00 T33 [173.00 [60.00 24 {176.00 {60.00 744 $125.00 [47.00 SITE COVER ( 44.51%) 8,974.0sqm ‘
T9 [163.00 [5500 |134|173.00 [60.00 |t25|173.00 [60.00 [145 125.00 [47.00 LANDSCAPE REQUIRED (15%) 3,024 sqm
T10 [138.00 [47.00 T35 J169.00 [60.00 26 |173.00 {60.00 746 $125.00 [47.00 LANDSCAPE PROVIDED (15.09%) 3,043 sqm 5
Tai |14000 [47.00 _|136|169.00 [60.00 |t27|173.00 [60.00 |t47 125.00 [47.00 GAR PARKING REQUIRED (12,032sqm) 125.32 Park Client REMI RAFTER
,032sqm 32 Parks
728 4173-00 160.00 pres 4025-00 147.00 CAR PARKING PROVIDED 125 Parks LOT 18 TAYLOR COURT
r29 [173.00 [6000 _|149 [125.00 [47.00 COOROY
30 [173.00 [6000 |150|125.00 [47.00 CARETAKERS 1 Park buildi
rrs1 |125.00 [47.00 MOTORBIKES PROVIDED 8 Parks ullaing
frs2 |125.00 [47.00 TR Parks Drawn ST Checked DJ Steen
T5i [125.00 [47.00 9 A
sa eoo 14700 IMPERVIOUS AREA (84.90%) 17,134.0 sqm Scale As Indicated Pate 03.12.25 pulling Laccignltswan placnine
7155 $250.00 _ 1102.00 C 01.05.26 Revised stages & bin locations st_py| Project No. 2025-68 Sheet No. 04 | 6 Lorraine Avenue
1779.00 1550.00 2157.00] 72000 7539.00 1840.00 2499.00 1948.00 MATERIAL CHANGE OF USE FOR LOW IMPACT INDUSTRY AND B S0O426 Ss0nm setback io Sldy DTonances 37-47 ST Dd Marcoola Beach, QLD, 4573
|ANCILLARY TRANSPORT DEPOT (CONTRACTORS DEPOT) . st bi DADRAWINGS Issue C | 07 5448 8500
SUBTOTAL 2329.00 2877.00 3379.00 3447.00 A 27.02.26 Preliminary DA Issue [email protected]
GROSS FLOOR AREA: _|evel1 8974.00 [Mezzanine 3058.00 TOTAL: _12032.00] Issue Date Subect Inital_auth | Drawing Description www. buildingsuncoasigreen.com.au
Amendments SITE / FLOOR PLAN LEVEL 1-OPT 05 QBCC Licence No 65942
Section 19
B
Appendix
Proposed Turning Path of Waste Collection Vehicle
Prepared by Barlow Shelley
[OCR of page images]
Proposed Turning Path of Waste Collection Vehicle
Prepared by Barlow Shelley
The text continues on section 20.