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                              AGENDA


             General Committee
                  Meeting

                 Monday, 12 August 2024

                      commencing at 12:30 PM
               Council Chambers, 9 Pelican Street, Tewantin




Committee: Crs Brian Stockwell (Chair), Karen Finzel, Amelia Lorentson, Jessica Phillips, Tom
Wegener, Frank Wilkie, Nicola Wilson




                          “Noosa Shire – different by nature”




                                                                                       Page 1 of 731
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Full text of sections 2 to 28 (of 731)

Section 2

GENERAL COMMITTEE MEETING                                             12 AUGUST 2024



1.      ATTENDANCE & APOLOGIES

2.      CONFIRMATION OF MINUTES

3.      PRESENTATIONS

4.      DEPUTATIONS

        1   DEPUTATION - Planning Scheme Amendments Relating to Delorme St, Noosa Heads
            Applicant - Suzie McDonald
            Speakers - Suzie McDonald

5.      ITEMS REFERRED FROM COMMITTEES


            MCU22/0201 APPLICATION FOR MATERIAL CHANGE OF USE FOR CAR WASH
     5.1.
            AND FOOD & DRINK OUTLET AT 34 ELM STREET, COOROY

6.      REPORTS DIRECT TO GENERAL COMMITTEE


            APPEAL D96 OF 2024 RELATING TO REFUSUAL OF MCU24/0003 MATERIAL
     6.1.   CHANGE OF USE FOR SHORT TERM ACCOMMODATION AT 428 COOTHARABA
            ROAD, COOTHARABA


            APPEAL 1997 OF 2024 RELATING TO REFUSUAL OF MCU23/0101 MATERIAL
     6.2.   CHANGE OF USE FOR SHORT TERM ACCOMMODATION AT 561 GYMPIE KIN
            KIN ROAD, KIN KIN


            APPEAL 1998 OF 2024 RELATING TO REFUSUAL OF MCU22/0094 MATERIAL
     6.3.   CHANGE OF USE FOR CHILDCARE CENTRE AT 28 EENIE CREEK ROAD,
            NOOSAVILLE


     6.4.   ANNUAL REVIEW - REGISTER OF DELEGATIONS - COUNCIL TO CEO


     6.5.   BUDGET REVIEW 1 (BR1) FOR THE 2024/25 FINANCIAL YEAR


     6.6.   FINANCIAL PERFORMANCE REPORT – JUL 2024


            ANNUAL PERFORMANCE REPORT INCLUDING Q4 OPERATIONAL PLAN 2023-24
     6.7.
            PROGRESS REPORT


     6.8.   EMU MOUNTAIN ROAD - SHARED PATHWAY


            GO NOOSA TRANSPORT INITIATIVES 2023/24 EVALUATION AND 2024/25
     6.9.
            IMPLEMENTATION



                                                                                  Page 2 of 731

Section 3

GENERAL COMMITTEE MEETING   12 AUGUST 2024



7.   CLOSED SESSION

8.   MEETING CLOSURE




                                     Page 3 of 731

Section 4

GENERAL COMMITTEE MEETING                                                   12 AUGUST 2024


5.1     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




                                                                                         Page 4 of 731

Section 5

GENERAL COMMITTEE MEETING                                                             12 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.




                                                                                                    Page 5 of 731

Section 6

GENERAL COMMITTEE MEETING                                                             12 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.




                                                                                                    Page 6 of 731

Section 7

          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




                                                                                              Page 7 of 731

Section 8

Figure 1 – Locality




Figure 2 – Site Plan




                       Page 8 of 731

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5	1	1	1	55	4	1355	2114	76	50	38	eat
5	1	1	1	55	5	1451	2109	57	69	2	sail
5	1	1	1	55	6	1665	2125	7	35	76	{
5	1	1	1	55	7	1753	2123	13	54	16	{|
5	1	1	1	55	8	1895	2140	74	17	31	yey
5	1	1	1	55	9	2184	2159	67	13	45	Aa
5	1	1	1	55	10	2261	2154	38	49	34	Se
5	1	1	1	55	11	2458	2169	107	43	22	Mets
5	1	1	1	55	12	2596	2170	33	62	0	cy
5	1	1	1	55	13	2755	2175	47	52	27	a
5	1	1	1	55	14	2942	2195	1	3	22	a
5	1	1	1	55	15	3013	2189	247	50	33	Soy
5	1	1	1	55	16	3106	2185	30	58	48	oo
5	1	1	1	55	17	3169	2185	45	58	21	de
4	1	1	1	56	0	694	2126	2312	117	-1	
5	1	1	1	56	1	694	2126	81	39	20	Bee]
5	1	1	1	56	2	852	2138	131	36	0	|elzlo
5	1	1	1	56	3	1330	2139	98	60	37	elit
5	1	1	1	56	4	1451	2153	30	61	54	i
5	1	1	1	56	5	1492	2157	48	47	0	Ae
5	1	1	1	56	6	1714	2202	93	15	0	TeRMERE
5	1	1	1	56	7	1872	2206	30	9	0	Fee
5	1	1	1	56	8	2315	2202	34	26	31	or”
5	1	1	1	56	9	2447	2224	4	1	0	:
5	1	1	1	56	10	2548	2214	13	27	0	H
5	1	1	1	56	11	2847	2237	12	6	7	:
5	1	1	1	56	12	2952	2230	54	11	91	=
4	1	1	1	57	0	51	2140	1918	102	-1	
5	1	1	1	57	1	51	2140	30	23	21	a
5	1	1	1	57	2	694	2153	80	51	38	ey
5	1	1	1	57	3	852	2170	30	26	27	>
5	1	1	1	57	4	1329	2174	103	67	9	HHT
5	1	1	1	57	5	1451	2191	30	48	0	AM
5	1	1	1	57	6	1491	2170	48	87	0	ATP
5	1	1	1	57	7	1546	2193	64	49	0	BRL
5	1	1	1	57	8	1637	2193	58	49	0	[ST
5	1	1	1	57	9	1702	2170	91	87	0	RTTRET
5	1	1	1	57	10	1796	2193	173	49	40	Teele
4	1	1	1	58	0	50	2166	1514	71	-1	
5	1	1	1	58	1	50	2166	23	20	48	a
5	1	1	1	58	2	694	2198	77	31	0	Bieh|
5	1	1	1	58	3	852	2200	30	24	63	|S
5	1	1	1	58	4	1342	2219	80	18	30	a
5	1	1	1	58	5	1548	2228	16	9	0	_
4	1	1	1	59	0	42	2189	729	51	-1	
5	1	1	1	59	1	42	2189	31	44	53	@
5	1	1	1	59	2	694	2217	30	21	50	my
5	1	1	1	59	3	745	2221	26	19	31	as
4	1	1	1	60	0	50	2248	31	20	-1	
5	1	1	1	60	1	50	2248	31	20	26	0
4	1	1	1	61	0	50	2282	32	35	-1	
5	1	1	1	61	1	53	2278	13	46	0	2g
4	1	1	1	62	0	56	2325	7	27	-1	
5	1	1	1	62	1	56	2325	7	27	1	~N
4	1	1	1	63	0	50	2352	31	19	-1	
5	1	1	1	63	1	50	2352	31	19	76	o
4	1	1	1	64	0	51	2377	30	12	-1	
5	1	1	1	64	1	51	2377	30	12	53	=

Section 9

Figure 3 – Roof Plan




                       Page 9 of 731

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5	1	1	1	26	2	1732	723	10	10	41	©
5	1	1	1	26	3	1772	706	70	46	25	ol.
5	1	1	1	26	4	1865	727	19	19	34	|e
5	1	1	1	26	5	1895	723	22	44	28	ily
4	1	1	1	27	0	1761	742	160	25	-1	
5	1	1	1	27	1	1761	742	95	21	22	epee
5	1	1	1	27	2	1906	752	15	15	37	iit
4	1	1	1	28	0	1159	735	762	59	-1	
5	1	1	1	28	1	1159	735	160	5	10	eg
5	1	1	1	28	2	1366	737	8	3	27	-
5	1	1	1	28	3	1380	737	16	3	35	—
5	1	1	1	28	4	1800	758	55	32	38	SE
5	1	1	1	28	5	1895	766	26	28	28	|
4	1	1	1	29	0	594	721	1322	115	-1	
5	1	1	1	29	1	594	735	128	4	25	orn
5	1	1	1	29	2	728	726	105	13	15	BR
5	1	1	1	29	3	876	721	38	37	31	EE,
5	1	1	1	29	4	918	737	7	3	0	°
5	1	1	1	29	5	929	736	19	4	45	—
5	1	1	1	29	6	958	736	36	4	42	-—
5	1	1	1	29	7	999	737	7	3	24	-
5	1	1	1	29	8	1748	751	107	85	16	bell
5	1	1	1	29	9	1895	778	21	58	49	if!
4	1	1	1	30	0	357	708	1564	167	-1	
5	1	1	1	30	1	357	708	203	79	8	-—————
5	1	1	1	30	2	1706	806	149	65	34	(ae
4	1	1	1	31	0	329	825	2432	198	-1	
5	1	1	1	31	1	376	825	213	18	36	TATA
5	1	1	1	31	2	1706	909	18	32	23	i
5	1	1	1	31	3	1811	919	30	49	0	-
5	1	1	1	31	4	1868	912	38	50	0	>.
5	1	1	1	31	5	2429	979	109	3	20	ee
5	1	1	1	31	6	2551	969	75	13	41	ee
5	1	1	1	31	7	2753	987	8	36	91	j
4	1	1	1	32	0	329	855	2430	175	-1	
5	1	1	1	32	1	329	855	1	3	92	|
5	1	1	1	32	2	1704	929	15	37	65	il
5	1	1	1	32	3	1819	956	6	7	39	.
5	1	1	1	32	4	1904	960	5	8	54	}
5	1	1	1	32	5	2043	969	220	13	0	-—-4-—_
5	1	1	1	32	6	2214	962	29	37	15	-_
5	1	1	1	32	7	2307	987	3	1	18	——_.
5	1	1	1	32	8	2752	1019	7	11	0	&
4	1	1	1	33	0	329	865	2448	206	-1	
5	1	1	1	33	1	329	865	2	11	36	|
5	1	1	1	33	2	366	891	3	5	74	|
5	1	1	1	33	3	1784	965	124	48	3	<i
5	1	1	1	33	4	1973	979	98	37	23	re
5	1	1	1	33	5	2227	1010	10	13	43	9
5	1	1	1	33	6	2268	989	45	43	58	of
5	1	1	1	33	7	2763	1039	14	32	19	7
4	1	1	1	34	0	329	907	2435	187	-1	
5	1	1	1	34	1	329	907	2	11	35	|
5	1	1	1	34	2	366	898	4	25	57	4
5	1	1	1	34	3	702	945	2	3	37	i
5	1	1	1	34	4	1782	1000	57	20	38	Se
5	1	1	1	34	5	1853	1001	27	40	20	fh
5	1	1	1	34	6	2009	1019	36	22	60	if
5	1	1	1	34	7	2051	1005	33	47	33	Ht
5	1	1	1	34	8	2111	1037	92	14	6	i
5	1	1	1	34	9	2272	1030	20	28	50	J
5	1	1	1	34	10	2689	1063	52	27	66	__
5	1	1	1	34	11	2752	1059	12	35	64	+t}
4	1	1	1	35	0	329	926	2446	210	-1	
5	1	1	1	35	1	329	936	2	21	58	j
5	1	1	1	35	2	701	947	17	47	39	l
5	1	1	1	35	3	967	982	4	22	51	|
5	1	1	1	35	4	1688	1015	220	37	23	Home
5	1	1	1	35	5	2011	1043	73	37	46	al
5	1	1	1	35	6	2118	1055	247	46	20	ld,
5	1	1	1	35	7	2643	1093	88	32	20	ff
4	1	1	1	36	0	701	978	1893	172	-1	
5	1	1	1	36	1	701	978	72	37	19	aU
5	1	1	1	36	2	1492	1043	20	20	0	<
5	1	1	1	36	3	1689	1051	60	34	5	tipi
5	1	1	1	36	4	1771	1061	19	12	18	9°
5	1	1	1	36	5	1814	1053	49	73	19	=
5	1	1	1	36	6	2009	1075	16	37	40	i
5	1	1	1	36	7	2040	1080	81	51	13	HHP]
5	1	1	1	36	8	2282	1098	85	52	41	lial
5	1	1	1	36	9	2589	1122	5	18	0	.
5	1	1	1	36	10	2675	1125	92	39	31	=
4	1	1	1	37	0	329	986	2444	209	-1	
5	1	1	1	37	1	329	986	2	34	93	|
5	1	1	1	37	2	1485	1066	28	55	93	=
5	1	1	1	37	3	1754	1100	99	35	39	irs
5	1	1	1	37	4	2024	1109	117	34	21	SH
5	1	1	1	37	5	2249	1122	9	27	0	Id
5	1	1	1	37	6	2674	1157	99	38	30	ug
4	1	1	1	38	0	319	1027	2275	188	-1	
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5	1	1	1	38	2	1125	1114	4	3	52	.
5	1	1	1	38	3	1277	1116	5	7	0	:
5	1	1	1	38	4	1484	1108	25	47	0	we
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5	1	1	1	38	6	1806	1133	28	47	81	>|
5	1	1	1	38	7	2118	1135	3	49	91	|
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5	1	1	1	38	9	2311	1167	54	40	59	Hi
5	1	1	1	38	10	2584	1188	10	27	52	;
4	1	1	1	39	0	311	1048	2282	195	-1	
5	1	1	1	39	1	311	1048	20	41	24	Fi
5	1	1	1	39	2	765	1116	4	1	0	;
5	1	1	1	39	3	972	1116	3	1	18	me
5	1	1	1	39	4	1492	1144	21	21	62	°
5	1	1	1	39	5	1610	1162	3	15	0	1,
5	1	1	1	39	6	1672	1157	99	31	16	Holille
5	1	1	1	39	7	2148	1209	141	1	39	et
5	1	1	1	39	8	2321	1198	16	10	29	if!
5	1	1	1	39	9	2584	1217	9	26	78	i
4	1	1	1	40	0	319	1088	2442	196	-1	
5	1	1	1	40	1	319	1088	12	32	70	i
5	1	1	1	40	2	715	1114	55	35	64	i
5	1	1	1	40	3	971	1136	170	27	46	MTT
5	1	1	1	40	4	1497	1159	11	39	32	3°
5	1	1	1	40	5	1610	1174	78	36	63	Hod
5	1	1	1	40	6	1812	1189	22	23	68	+4
5	1	1	1	40	7	2118	1176	171	86	24	[=
5	1	1	1	40	8	2754	1274	7	10	17	.
4	1	1	1	41	0	319	1117	2441	193	-1	
5	1	1	1	41	1	319	1117	7	12	0	q
5	1	1	1	41	2	705	1138	65	27	17	Mok
5	1	1	1	41	3	1485	1189	27	26	79	&
5	1	1	1	41	4	1610	1199	78	26	0	nO
5	1	1	1	41	5	1798	1217	36	21	19	a
5	1	1	1	41	6	2250	1265	6	3	65	i
5	1	1	1	41	7	2285	1268	2	3	65	3
5	1	1	1	41	8	2589	1285	5	3	20	:
5	1	1	1	41	9	2754	1286	6	24	66	i
4	1	1	1	42	0	319	1136	2441	185	-1	
5	1	1	1	42	1	319	1136	12	44	83	j
5	1	1	1	42	2	705	1153	15	24	75	if
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5	1	1	1	42	5	1610	1216	16	40	52	Hj
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5	1	1	1	42	12	2249	1273	37	20	27	i}
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5	1	1	1	44	3	700	1205	38	49	22	LH
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4	1	1	1	46	0	337	1244	2490	228	-1	
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5	1	1	1	46	2	503	1244	118	70	30	iit
5	1	1	1	46	3	665	1269	73	57	24	WWIII
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5	1	1	1	46	7	1407	1326	30	26	65	2
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5	1	1	1	46	12	2065	1368	189	69	12	ums
5	1	1	1	46	13	2277	1393	60	46	29	da
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5	1	1	1	46	15	2736	1435	91	37	72	4.
4	1	1	1	47	0	499	1278	2329	232	-1	
5	1	1	1	47	1	337	1278	284	77	25	en
5	1	1	1	47	2	665	1310	25	57	6	HT
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5	1	1	1	47	4	1293	1353	72	57	43	|
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5	1	1	1	47	6	1638	1387	176	56	17	eo
5	1	1	1	47	7	2078	1414	30	24	48	‘CO
5	1	1	1	47	8	2245	1431	37	39	37	Gli
5	1	1	1	47	9	2667	1455	161	55	31	ett
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5	1	1	1	48	1	441	1342	69	19	28	=
5	1	1	1	48	2	543	1357	51	62	14	ai
5	1	1	1	48	3	665	1353	21	75	42	ij
5	1	1	1	48	4	737	1365	130	50	35	NA
5	1	1	1	48	5	1293	1396	5	42	0	p
5	1	1	1	48	6	1356	1411	8	37	47	|
5	1	1	1	48	7	1407	1407	30	24	59	a
5	1	1	1	48	8	1623	1431	65	26	38	Ag
5	1	1	1	48	9	1837	1468	1	3	37	ae
5	1	1	1	48	10	2248	1485	19	15	21	i
5	1	1	1	48	11	2566	1497	17	65	22	hy
5	1	1	1	48	12	2643	1505	133	41	40	oN
5	1	1	1	48	13	2799	1510	28	48	38	i!
4	1	1	1	49	0	326	1361	2501	219	-1	
5	1	1	1	49	1	326	1372	56	32	0	ESe
5	1	1	1	49	2	512	1361	109	80	34	HAA
5	1	1	1	49	3	741	1408	3	5	22	A
5	1	1	1	49	4	1293	1443	70	26	4	of
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5	1	1	1	49	6	1672	1468	185	41	31	Vases
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Section 10

                                         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.




                                                                                              Page 10 of 731

Section 11

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.




                                                                                             Page 11 of 731

Section 12

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 12 of 731

Section 13

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.




                                                                                              Page 13 of 731

Section 14

                                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.



                                                                                               Page 14 of 731

Section 15

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;




                                                                                           Page 15 of 731

Section 16

         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




                                                                                             Page 16 of 731

Section 17

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



                                                                                               Page 17 of 731

Section 18

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




                                                                                              Page 18 of 731

Section 19

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




                                                                                               Page 19 of 731

Section 20

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.




                                                                                                    Page 20 of 731

Section 21

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 21 of 731

Section 22

                                                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 22 of 731

Section 23

     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 23 of 731

Section 24

ATTACHMENT 2 - (MCU22/0201) - PROPOSAL PLANS




                                               Page 24 of 731

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4	1	256	1	1	0	2295	3046	17	41	-1	
5	1	256	1	1	1	2295	3046	17	41	0	,
2	1	257	0	0	0	2396	3067	18	15	-1	
3	1	257	1	0	0	2396	3067	18	15	-1	
4	1	257	1	1	0	2396	3067	18	15	-1	
5	1	257	1	1	1	2396	3067	18	15	46	a
2	1	258	0	0	0	393	3088	17	10	-1	
3	1	258	1	0	0	393	3088	17	10	-1	
4	1	258	1	1	0	393	3088	17	10	-1	
5	1	258	1	1	1	393	3088	17	10	89	=
2	1	259	0	0	0	393	3097	20	15	-1	
3	1	259	1	0	0	393	3097	20	15	-1	
4	1	259	1	1	0	393	3097	20	15	-1	
5	1	259	1	1	1	393	3097	20	15	45	mi
2	1	260	0	0	0	2339	3025	49	75	-1	
3	1	260	1	0	0	2339	3025	49	75	-1	
4	1	260	1	1	0	2339	3025	49	75	-1	
5	1	260	1	1	1	2339	3025	49	75	75	4
2	1	261	0	0	0	392	3137	18	7	-1	
3	1	261	1	0	0	392	3137	18	7	-1	
4	1	261	1	1	0	392	3137	18	7	-1	
5	1	261	1	1	1	395	3125	7	28	69	Zz
2	1	262	0	0	0	879	3076	73	62	-1	
3	1	262	1	0	0	879	3076	73	62	-1	
4	1	262	1	1	0	879	3076	73	62	-1	
5	1	262	1	1	1	879	3076	73	62	24	-
2	1	263	0	0	0	1352	3101	28	23	-1	
3	1	263	1	0	0	1352	3101	28	23	-1	
4	1	263	1	1	0	1352	3101	28	23	-1	
5	1	263	1	1	1	1352	3101	28	23	33	Oo
2	1	264	0	0	0	1919	3124	27	17	-1	
3	1	264	1	0	0	1919	3124	27	17	-1	
4	1	264	1	1	0	1919	3124	27	17	-1	
5	1	264	1	1	1	1919	3124	27	17	76	>*
2	1	265	0	0	0	2086	3106	40	27	-1	
3	1	265	1	0	0	2086	3106	40	27	-1	
4	1	265	1	1	0	2086	3106	40	27	-1	
5	1	265	1	1	1	2086	3106	40	27	40	ray
2	1	266	0	0	0	2353	3118	31	21	-1	
3	1	266	1	0	0	2353	3118	31	21	-1	
4	1	266	1	1	0	2353	3118	31	21	-1	
5	1	266	1	1	1	2353	3118	31	21	37	Zz
2	1	267	0	0	0	328	3161	8	9	-1	
3	1	267	1	0	0	328	3161	8	9	-1	
4	1	267	1	1	0	328	3161	8	9	-1	
5	1	267	1	1	1	328	3161	8	9	14	1
2	1	268	0	0	0	335	3138	8	16	-1	
3	1	268	1	0	0	335	3138	8	16	-1	
4	1	268	1	1	0	335	3138	8	16	-1	
5	1	268	1	1	1	335	3138	8	16	26	i
2	1	269	0	0	0	569	3088	22	64	-1	
3	1	269	1	0	0	569	3088	22	64	-1	
4	1	269	1	1	0	569	3088	22	64	-1	
5	1	269	1	1	1	569	3088	22	64	32	I
2	1	270	0	0	0	870	3140	7	12	-1	
3	1	270	1	0	0	870	3140	7	12	-1	
4	1	270	1	1	0	870	3140	7	12	-1	
5	1	270	1	1	1	870	3140	7	12	73	/
2	1	271	0	0	0	2393	3142	17	15	-1	
3	1	271	1	0	0	2393	3142	17	15	-1	
4	1	271	1	1	0	2393	3142	17	15	-1	
5	1	271	1	1	1	2393	3142	17	15	88	N
2	1	272	0	0	0	3110	3137	60	25	-1	
3	1	272	1	0	0	3110	3137	60	25	-1	
4	1	272	1	1	0	3110	3137	60	25	-1	
5	1	272	1	1	1	3110	3137	60	25	65	=
5	1	272	1	1	2	3155	3133	10	35	0	ow
2	1	273	0	0	0	2048	3146	46	42	-1	
3	1	273	1	0	0	2010	3146	84	42	-1	
4	1	273	1	1	0	2048	3146	46	42	-1	
5	1	273	1	1	1	2048	3146	32	42	29	ee
5	1	273	1	1	2	2083	3150	11	27	27	7
2	1	274	0	0	0	3110	3158	60	25	-1	
3	1	274	1	0	0	3110	3158	60	25	-1	
4	1	274	1	1	0	3110	3158	60	25	-1	
5	1	274	1	1	1	3120	3154	10	35	0	oO
2	1	275	0	0	0	316	3191	12	30	-1	
3	1	275	1	0	0	316	3191	12	30	-1	
4	1	275	1	1	0	316	3191	12	30	-1	
5	1	275	1	1	1	316	3191	12	30	84	/
2	1	276	0	0	0	3110	3202	60	17	-1	
3	1	276	1	0	0	3110	3202	60	17	-1	
4	1	276	1	1	0	3110	3202	60	17	-1	
5	1	276	1	1	1	3110	3202	60	17	55	Qe«
2	1	277	0	0	0	3110	3181	60	25	-1	
3	1	277	1	0	0	3110	3181	60	25	-1	
4	1	277	1	1	0	3110	3181	60	25	-1	
5	1	277	1	1	1	3110	3181	60	25	70	ae
2	1	278	0	0	0	753	3198	86	30	-1	
3	1	278	1	0	0	753	3198	86	30	-1	
4	1	278	1	1	0	753	3198	86	30	-1	
5	1	278	1	1	1	753	3198	50	30	45	Nr
5	1	278	1	1	2	806	3204	33	24	26	ee
2	1	279	0	0	0	839	3204	31	22	-1	
3	1	279	1	0	0	839	3204	31	22	-1	
4	1	279	1	1	0	839	3204	31	22	-1	
5	1	279	1	1	1	839	3204	31	22	65	J
2	1	280	0	0	0	1785	3206	49	20	-1	
3	1	280	1	0	0	1785	3206	49	20	-1	
4	1	280	1	1	0	1785	3206	49	20	-1	
5	1	280	1	1	1	1785	3206	14	20	0	y
5	1	280	1	1	2	1825	3206	9	13	81	*
2	1	281	0	0	0	3110	3219	60	21	-1	
3	1	281	1	0	0	3110	3219	60	21	-1	
4	1	281	1	1	0	3110	3219	60	21	-1	
5	1	281	1	1	1	3110	3219	60	21	36	es
5	1	281	1	1	2	3155	3214	10	35	3	ze
2	1	282	0	0	0	185	3260	7	1	-1	
3	1	282	1	0	0	185	3260	7	1	-1	
4	1	282	1	1	0	185	3260	7	1	-1	
5	1	282	1	1	1	185	3260	7	1	3	Lo
2	1	283	0	0	0	888	3247	62	16	-1	
3	1	283	1	0	0	888	3247	62	16	-1	
4	1	283	1	1	0	888	3247	62	16	-1	
5	1	283	1	1	1	888	3247	62	16	41	eet
2	1	284	0	0	0	3110	3240	59	30	-1	
3	1	284	1	0	0	3110	3240	59	30	-1	
4	1	284	1	1	0	3110	3240	59	30	-1	
5	1	284	1	1	1	3110	3240	59	30	32	tz
2	1	285	0	0	0	949	3260	34	23	-1	
3	1	285	1	0	0	949	3260	34	23	-1	
4	1	285	1	1	0	949	3260	34	23	-1	
5	1	285	1	1	1	949	3260	34	23	59	>>
2	1	286	0	0	0	3109	3270	60	26	-1	
3	1	286	1	0	0	3109	3270	60	26	-1	
4	1	286	1	1	0	3109	3270	60	26	-1	
5	1	286	1	1	1	3109	3270	60	26	27	O§
2	1	287	0	0	0	855	3284	9	29	-1	
3	1	287	1	0	0	855	3284	9	29	-1	
4	1	287	1	1	0	855	3284	9	29	-1	
5	1	287	1	1	1	855	3284	9	29	62	\
2	1	288	0	0	0	2006	3283	26	29	-1	
3	1	288	1	0	0	2006	3283	26	29	-1	
4	1	288	1	1	0	2006	3283	26	29	-1	
5	1	288	1	1	1	2006	3283	26	29	33	J.
2	1	289	0	0	0	3110	3292	59	18	-1	
3	1	289	1	0	0	3110	3292	59	18	-1	
4	1	289	1	1	0	3110	3292	59	18	-1	
5	1	289	1	1	1	3110	3292	59	18	84	=2
2	1	290	0	0	0	212	3292	77	60	-1	
3	1	290	1	0	0	212	3292	77	60	-1	
4	1	290	1	1	0	212	3292	77	60	-1	
5	1	290	1	1	1	212	3292	77	60	36	Re
2	1	291	0	0	0	860	3307	10	26	-1	
3	1	291	1	0	0	860	3307	10	26	-1	
4	1	291	1	1	0	860	3307	10	26	-1	
5	1	291	1	1	1	860	3307	10	26	92	\
2	1	292	0	0	0	2331	3245	54	100	-1	
3	1	292	1	0	0	2331	3245	54	100	-1	
4	1	292	1	1	0	2331	3245	54	100	-1	
5	1	292	1	1	1	2331	3245	54	100	15	i
2	1	293	0	0	0	3109	3308	60	31	-1	
3	1	293	1	0	0	3109	3308	60	31	-1	
4	1	293	1	1	0	3109	3308	60	31	-1	
5	1	293	1	1	1	3109	3308	60	31	0	zs
2	1	294	0	0	0	444	3298	19	57	-1	
3	1	294	1	0	0	444	3298	19	57	-1	
4	1	294	1	1	0	444	3298	19	57	-1	
5	1	294	1	1	1	444	3298	19	57	74	/
2	1	295	0	0	0	859	3352	16	13	-1	
3	1	295	1	0	0	859	3352	16	13	-1	
4	1	295	1	1	0	859	3352	16	13	-1	
5	1	295	1	1	1	865	3348	7	25	0	i}
2	1	296	0	0	0	910	3292	103	73	-1	
3	1	296	1	0	0	910	3292	182	77	-1	
4	1	296	1	1	0	910	3292	103	73	-1	
5	1	296	1	1	1	910	3292	103	73	20	a
2	1	297	0	0	0	1983	3361	14	12	-1	
3	1	297	1	0	0	1983	3361	14	12	-1	
4	1	297	1	1	0	1983	3361	14	12	-1	
5	1	297	1	1	1	1983	3361	14	12	25	/
2	1	298	0	0	0	3109	3340	60	23	-1	
3	1	298	1	0	0	3109	3340	60	23	-1	
4	1	298	1	1	0	3109	3340	60	23	-1	
5	1	298	1	1	1	3109	3340	60	23	39	Zé
2	1	299	0	0	0	1793	3379	18	19	-1	
3	1	299	1	0	0	1793	3379	18	19	-1	
4	1	299	1	1	0	1793	3379	18	19	-1	
5	1	299	1	1	1	1793	3379	18	19	43	x
2	1	300	0	0	0	1880	3420	16	3	-1	
3	1	300	1	0	0	1880	3420	16	3	-1	
4	1	300	1	1	0	1880	3420	16	3	-1	
5	1	300	1	1	1	1880	3420	16	3	11	—
2	1	301	0	0	0	2396	3386	33	33	-1	
3	1	301	1	0	0	2396	3386	33	33	-1	
4	1	301	1	1	0	2396	3386	33	33	-1	
5	1	301	1	1	1	2396	3386	33	33	38	Ss
2	1	302	0	0	0	3109	3398	60	16	-1	
3	1	302	1	0	0	3109	3398	60	16	-1	
4	1	302	1	1	0	3109	3398	60	16	-1	
5	1	302	1	1	1	3117	3394	8	29	53	qa
2	1	303	0	0	0	433	3411	7	22	-1	
3	1	303	1	0	0	433	3411	16	25	-1	
4	1	303	1	1	0	433	3411	7	22	-1	
5	1	303	1	1	1	433	3411	7	22	33	Hs
2	1	304	0	0	0	3109	3417	60	32	-1	
3	1	304	1	0	0	3109	3417	60	32	-1	
4	1	304	1	1	0	3109	3417	60	32	-1	
5	1	304	1	1	1	3109	3425	30	18	68	a
5	1	304	1	1	2	3156	3417	13	32	48	3
2	1	305	0	0	0	660	3458	23	22	-1	
3	1	305	1	0	0	660	3458	23	22	-1	
4	1	305	1	1	0	660	3458	23	22	-1	
5	1	305	1	1	1	660	3458	23	22	30	re
2	1	306	0	0	0	1389	3453	23	14	-1	
3	1	306	1	0	0	1389	3453	23	14	-1	
4	1	306	1	1	0	1389	3453	23	14	-1	
5	1	306	1	1	1	1389	3453	23	14	33	ad
2	1	307	0	0	0	3108	3445	61	21	-1	
3	1	307	1	0	0	3108	3445	61	21	-1	
4	1	307	1	1	0	3108	3445	61	21	-1	
5	1	307	1	1	1	3108	3445	61	21	0	O>2
2	1	308	0	0	0	408	3485	10	17	-1	
3	1	308	1	0	0	408	3485	10	17	-1	
4	1	308	1	1	0	408	3485	10	17	-1	
5	1	308	1	1	1	408	3485	10	17	69	/
2	1	309	0	0	0	1175	3479	18	11	-1	
3	1	309	1	0	0	1175	3479	18	11	-1	
4	1	309	1	1	0	1175	3479	18	11	-1	
5	1	309	1	1	1	1175	3479	18	11	41	a
2	1	310	0	0	0	3109	3465	60	21	-1	
3	1	310	1	0	0	3109	3465	60	21	-1	
4	1	310	1	1	0	3109	3465	60	21	-1	
5	1	310	1	1	1	3109	3465	60	21	50	ws
2	1	311	0	0	0	402	3510	9	15	-1	
3	1	311	1	0	0	402	3510	9	15	-1	
4	1	311	1	1	0	402	3510	9	15	-1	
5	1	311	1	1	1	402	3510	9	15	0	/
2	1	312	0	0	0	405	3502	9	8	-1	
3	1	312	1	0	0	405	3502	9	8	-1	
4	1	312	1	1	0	405	3502	9	8	-1	
5	1	312	1	1	1	405	3502	9	8	83	/
2	1	313	0	0	0	649	3495	73	37	-1	
3	1	313	1	0	0	649	3495	74	37	-1	
4	1	313	1	1	0	649	3495	73	37	-1	
5	1	313	1	1	1	649	3495	31	36	43	za
5	1	313	1	1	2	705	3499	17	33	30	Vv
2	1	314	0	0	0	2263	3430	119	92	-1	
3	1	314	1	0	0	2263	3430	119	92	-1	
4	1	314	1	1	0	2263	3430	119	92	-1	
5	1	314	1	1	1	2263	3430	119	92	75	A
2	1	315	0	0	0	224	3528	10	27	-1	
3	1	315	1	0	0	224	3528	10	27	-1	
4	1	315	1	1	0	224	3528	10	27	-1	
5	1	315	1	1	1	224	3528	10	27	63	/
2	1	316	0	0	0	1185	3548	20	9	-1	
3	1	316	1	0	0	1185	3548	20	9	-1	
4	1	316	1	1	0	1185	3548	20	9	-1	
5	1	316	1	1	1	1185	3548	20	9	59	a4
2	1	317	0	0	0	1203	3532	21	15	-1	
3	1	317	1	0	0	1203	3532	21	15	-1	
4	1	317	1	1	0	1203	3532	21	15	-1	
5	1	317	1	1	1	1203	3532	21	15	1	Pi
2	1	318	0	0	0	3108	3535	60	18	-1	
3	1	318	1	0	0	3108	3535	60	18	-1	
4	1	318	1	1	0	3108	3535	60	18	-1	
5	1	318	1	1	1	3108	3535	60	18	91	Dz
2	1	319	0	0	0	3109	3514	59	25	-1	
3	1	319	1	0	0	3109	3514	59	25	-1	
4	1	319	1	1	0	3109	3514	59	25	-1	
5	1	319	1	1	1	3109	3514	59	25	67	Luk
2	1	320	0	0	0	209	3538	13	34	-1	
3	1	320	1	0	0	209	3538	13	34	-1	
4	1	320	1	1	0	209	3538	13	34	-1	
5	1	320	1	1	1	209	3538	13	34	0	l/
2	1	321	0	0	0	667	3527	44	36	-1	
3	1	321	1	0	0	667	3527	44	36	-1	
4	1	321	1	1	0	667	3527	44	36	-1	
5	1	321	1	1	1	667	3527	44	36	58	eth
2	1	322	0	0	0	714	3530	12	59	-1	
3	1	322	1	0	0	714	3530	12	59	-1	
4	1	322	1	1	0	714	3530	12	59	-1	
5	1	322	1	1	1	714	3530	12	59	0	:
2	1	323	0	0	0	1670	3562	34	42	-1	
3	1	323	1	0	0	1670	3562	34	42	-1	
4	1	323	1	1	0	1670	3562	34	42	-1	
5	1	323	1	1	1	1670	3562	34	42	10	7
2	1	324	0	0	0	528	3613	12	16	-1	
3	1	324	1	0	0	528	3613	12	16	-1	
4	1	324	1	1	0	528	3613	12	16	-1	
5	1	324	1	1	1	528	3613	12	16	66	i)
2	1	325	0	0	0	1105	3625	18	10	-1	
3	1	325	1	0	0	1105	3625	18	10	-1	
4	1	325	1	1	0	1105	3625	18	10	-1	
5	1	325	1	1	1	1122	3628	1	7	54	iy
2	1	326	0	0	0	1268	3607	32	19	-1	
3	1	326	1	0	0	1268	3607	32	19	-1	
4	1	326	1	1	0	1268	3607	32	19	-1	
5	1	326	1	1	1	1268	3607	32	19	74	+
2	1	327	0	0	0	1848	3553	72	99	-1	
3	1	327	1	0	0	1848	3553	72	99	-1	
4	1	327	1	1	0	1848	3553	72	99	-1	
5	1	327	1	1	1	1848	3553	72	99	27	iN
2	1	328	0	0	0	361	3641	12	33	-1	
3	1	328	1	0	0	361	3641	12	33	-1	
4	1	328	1	1	0	361	3641	12	33	-1	
5	1	328	1	1	1	361	3641	12	33	50	/
2	1	329	0	0	0	518	3691	62	24	-1	
3	1	329	1	0	0	518	3691	62	24	-1	
4	1	329	1	1	0	518	3691	62	24	-1	
5	1	329	1	1	1	518	3691	62	24	5	[to
2	1	330	0	0	0	880	3688	8	14	-1	
3	1	330	1	0	0	880	3688	8	14	-1	
4	1	330	1	1	0	880	3688	8	14	-1	
5	1	330	1	1	1	880	3688	8	14	1	f
2	1	331	0	0	0	3119	3695	39	15	-1	
3	1	331	1	0	0	3119	3695	39	15	-1	
4	1	331	1	1	0	3119	3695	39	15	-1	
5	1	331	1	1	1	3119	3695	39	15	62	os
2	1	332	0	0	0	3123	3681	36	13	-1	
3	1	332	1	0	0	3123	3681	36	13	-1	
4	1	332	1	1	0	3123	3681	36	13	-1	
5	1	332	1	1	1	3123	3681	36	13	63	2O
2	1	333	0	0	0	537	3715	13	25	-1	
3	1	333	1	0	0	537	3715	13	25	-1	
4	1	333	1	1	0	537	3715	13	25	-1	
5	1	333	1	1	1	537	3715	13	25	71	|
2	1	334	0	0	0	873	3720	8	12	-1	
3	1	334	1	0	0	873	3720	8	12	-1	
4	1	334	1	1	0	873	3720	8	12	-1	
5	1	334	1	1	1	873	3720	8	12	17	7
2	1	335	0	0	0	875	3707	9	10	-1	
3	1	335	1	0	0	875	3707	9	10	-1	
4	1	335	1	1	0	875	3707	9	10	-1	
5	1	335	1	1	1	875	3707	9	10	56	|
2	1	336	0	0	0	2409	3693	34	25	-1	
3	1	336	1	0	0	2409	3693	34	25	-1	
4	1	336	1	1	0	2409	3693	34	25	-1	
5	1	336	1	1	1	2402	3689	12	33	0	.
5	1	336	1	1	2	2409	3693	34	25	53	al
2	1	337	0	0	0	3119	3710	39	25	-1	
3	1	337	1	0	0	3119	3710	39	25	-1	
4	1	337	1	1	0	3119	3710	39	25	-1	
5	1	337	1	1	1	3119	3710	39	25	33	pale
2	1	338	0	0	0	3216	3716	64	18	-1	
3	1	338	1	0	0	3216	3716	64	18	-1	
4	1	338	1	1	0	3216	3716	64	18	-1	
5	1	338	1	1	1	3216	3716	64	18	41	£22
2	1	339	0	0	0	2147	3739	24	15	-1	
3	1	339	1	0	0	2147	3739	24	15	-1	
4	1	339	1	1	0	2147	3739	24	15	-1	
5	1	339	1	1	1	2147	3739	24	15	36	2
2	1	340	0	0	0	3122	3734	37	17	-1	
3	1	340	1	0	0	3122	3734	37	17	-1	
4	1	340	1	1	0	3122	3734	37	17	-1	
5	1	340	1	1	1	3122	3734	37	17	45	eo
2	1	341	0	0	0	3123	3751	36	5	-1	
3	1	341	1	0	0	3123	3751	36	5	-1	
4	1	341	1	1	0	3123	3751	36	5	-1	
5	1	341	1	1	1	3123	3752	11	3	35	=
5	1	341	1	1	2	3137	3737	22	28	31	as
2	1	342	0	0	0	3171	3746	37	20	-1	
3	1	342	1	0	0	3171	3746	37	20	-1	
4	1	342	1	1	0	3171	3746	37	20	-1	
5	1	342	1	1	1	3171	3746	37	20	76	gs
2	1	343	0	0	0	3196	3735	84	14	-1	
3	1	343	1	0	0	3196	3735	84	14	-1	
4	1	343	1	1	0	3196	3735	84	14	-1	
5	1	343	1	1	1	3196	3735	84	14	0	oOo
2	1	344	0	0	0	3244	3750	36	15	-1	
3	1	344	1	0	0	3244	3750	36	15	-1	
4	1	344	1	1	0	3244	3750	36	15	-1	
5	1	344	1	1	1	3244	3750	36	15	46	e2
2	1	345	0	0	0	200	3715	6	63	-1	
3	1	345	1	0	0	200	3715	6	63	-1	
4	1	345	1	1	0	200	3715	6	63	-1	
5	1	345	1	1	1	200	3715	6	63	95	|
2	1	346	0	0	0	331	3763	10	10	-1	
3	1	346	1	0	0	331	3763	10	10	-1	
4	1	346	1	1	0	331	3763	10	10	-1	
5	1	346	1	1	1	331	3763	10	10	0	}
2	1	347	0	0	0	783	3772	23	12	-1	
3	1	347	1	0	0	783	3772	23	12	-1	
4	1	347	1	1	0	783	3772	23	12	-1	
5	1	347	1	1	1	783	3772	23	12	0	a
2	1	348	0	0	0	1256	3725	121	51	-1	
3	1	348	1	0	0	1256	3725	121	51	-1	
4	1	348	1	1	0	1256	3725	121	51	-1	
5	1	348	1	1	1	1256	3725	121	51	32	eae
2	1	349	0	0	0	1532	3761	28	27	-1	
3	1	349	1	0	0	1532	3761	28	27	-1	
4	1	349	1	1	0	1532	3761	28	27	-1	
5	1	349	1	1	1	1532	3761	28	27	54	ch
2	1	350	0	0	0	1950	3772	22	16	-1	
3	1	350	1	0	0	1950	3772	22	16	-1	
4	1	350	1	1	0	1950	3772	22	16	-1	
5	1	350	1	1	1	1950	3772	22	16	1	set
2	1	351	0	0	0	2364	3764	33	12	-1	
3	1	351	1	0	0	2364	3764	33	12	-1	
4	1	351	1	1	0	2364	3764	33	12	-1	
5	1	351	1	1	1	2364	3764	33	12	0	e
2	1	352	0	0	0	3118	3757	40	15	-1	
3	1	352	1	0	0	3118	3757	40	15	-1	
4	1	352	1	1	0	3118	3757	40	15	-1	
5	1	352	1	1	1	3118	3757	40	15	45	oe
2	1	353	0	0	0	3122	3773	158	15	-1	
3	1	353	1	0	0	3122	3773	158	15	-1	
4	1	353	1	1	0	3122	3773	158	15	-1	
5	1	353	1	1	1	3122	3773	158	15	0	Qaeosge
2	1	354	0	0	0	3171	3767	36	11	-1	
3	1	354	1	0	0	3171	3767	36	11	-1	
4	1	354	1	1	0	3171	3767	36	11	-1	
5	1	354	1	1	1	3171	3767	36	11	47	OL
2	1	355	0	0	0	3244	3766	36	10	-1	
3	1	355	1	0	0	3244	3766	36	10	-1	
4	1	355	1	1	0	3244	3766	36	10	-1	
5	1	355	1	1	1	3244	3766	36	10	90	Da
2	1	356	0	0	0	328	3773	11	24	-1	
3	1	356	1	0	0	328	3773	11	24	-1	
4	1	356	1	1	0	328	3773	11	24	-1	
5	1	356	1	1	1	328	3773	11	24	60	/
2	1	357	0	0	0	560	3811	12	9	-1	
3	1	357	1	0	0	560	3811	12	9	-1	
4	1	357	1	1	0	560	3811	12	9	-1	
5	1	357	1	1	1	560	3811	12	9	49	KR
2	1	358	0	0	0	756	3787	10	16	-1	
3	1	358	1	0	0	756	3787	10	16	-1	
4	1	358	1	1	0	756	3787	10	16	-1	
5	1	358	1	1	1	756	3787	10	16	29	|
2	1	359	0	0	0	867	3780	7	19	-1	
3	1	359	1	0	0	867	3780	7	19	-1	
4	1	359	1	1	0	867	3780	7	19	-1	
5	1	359	1	1	1	867	3780	7	19	59	|
2	1	360	0	0	0	3122	3788	61	11	-1	
3	1	360	1	0	0	3122	3788	61	11	-1	
4	1	360	1	1	0	3122	3788	61	11	-1	
5	1	360	1	1	1	3122	3788	61	11	26	aca
2	1	361	0	0	0	3147	3799	36	11	-1	
3	1	361	1	0	0	3147	3799	36	11	-1	
4	1	361	1	1	0	3147	3799	36	11	-1	
5	1	361	1	1	1	3147	3799	36	11	35	o£
2	1	362	0	0	0	3192	3781	87	34	-1	
3	1	362	1	0	0	3192	3781	87	34	-1	
4	1	362	1	1	0	3192	3781	87	34	-1	
5	1	362	1	1	1	3192	3781	87	34	0	sae
2	1	363	0	0	0	315	3820	10	19	-1	
3	1	363	1	0	0	315	3820	10	19	-1	
4	1	363	1	1	0	315	3820	10	19	-1	
5	1	363	1	1	1	315	3820	10	19	75	/
2	1	364	0	0	0	752	3810	8	16	-1	
3	1	364	1	0	0	752	3810	8	16	-1	
4	1	364	1	1	0	752	3810	8	16	-1	
5	1	364	1	1	1	752	3810	8	16	0	/
2	1	365	0	0	0	1325	3833	19	9	-1	
3	1	365	1	0	0	1325	3833	19	9	-1	
4	1	365	1	1	0	1325	3833	19	9	-1	
5	1	365	1	1	1	1325	3833	19	9	59	—
2	1	366	0	0	0	1728	3807	103	24	-1	
3	1	366	1	0	0	1728	3807	103	24	-1	
4	1	366	1	1	0	1728	3807	103	24	-1	
5	1	366	1	1	1	1728	3807	103	24	26	ae
2	1	367	0	0	0	2080	3809	9	25	-1	
3	1	367	1	0	0	2080	3809	9	25	-1	
4	1	367	1	1	0	2080	3809	9	25	-1	
5	1	367	1	1	1	2080	3809	9	25	52	1
2	1	368	0	0	0	3147	3824	60	12	-1	
3	1	368	1	0	0	3147	3824	60	12	-1	
4	1	368	1	1	0	3147	3824	60	12	-1	
5	1	368	1	1	1	3147	3824	60	12	7	et
2	1	369	0	0	0	3147	3810	84	17	-1	
3	1	369	1	0	0	3147	3810	84	17	-1	
4	1	369	1	1	0	3147	3810	84	17	-1	
5	1	369	1	1	1	3147	3810	84	17	39	SCOCE
2	1	370	0	0	0	312	3839	8	9	-1	
3	1	370	1	0	0	312	3839	8	9	-1	
4	1	370	1	1	0	312	3839	8	9	-1	
5	1	370	1	1	1	312	3839	8	9	32	/
2	1	371	0	0	0	359	3820	41	43	-1	
3	1	371	1	0	0	359	3820	41	43	-1	
4	1	371	1	1	0	359	3820	41	43	-1	
5	1	371	1	1	1	371	3816	17	66	10	Bi
2	1	372	0	0	0	528	3819	13	40	-1	
3	1	372	1	0	0	528	3819	13	40	-1	
4	1	372	1	1	0	528	3819	13	40	-1	
5	1	372	1	1	1	528	3819	13	40	61	|
2	1	373	0	0	0	575	3841	22	20	-1	
3	1	373	1	0	0	575	3841	22	20	-1	
4	1	373	1	1	0	575	3841	22	20	-1	
5	1	373	1	1	1	575	3841	22	20	46	Tp
2	1	374	0	0	0	1076	3850	28	9	-1	
3	1	374	1	0	0	1076	3850	28	9	-1	
4	1	374	1	1	0	1076	3850	28	9	-1	
5	1	374	1	1	1	1076	3850	28	9	0	e
2	1	375	0	0	0	2080	3840	7	10	-1	
3	1	375	1	0	0	2080	3840	7	10	-1	
4	1	375	1	1	0	2080	3840	7	10	-1	
5	1	375	1	1	1	2080	3840	7	10	67	1
2	1	376	0	0	0	580	3855	7	20	-1	
3	1	376	1	0	0	580	3855	7	20	-1	
4	1	376	1	1	0	580	3855	7	20	-1	
5	1	376	1	1	1	580	3855	7	20	70	rt
2	1	377	0	0	0	1058	3857	52	38	-1	
3	1	377	1	0	0	1058	3857	52	38	-1	
4	1	377	1	1	0	1058	3857	52	38	-1	
5	1	377	1	1	1	1058	3857	52	38	45	a
2	1	378	0	0	0	1456	3884	6	7	-1	
3	1	378	1	0	0	1456	3884	6	7	-1	
4	1	378	1	1	0	1456	3884	6	7	-1	
5	1	378	1	1	1	1456	3884	1	7	13	fT
2	1	379	0	0	0	1608	3865	42	16	-1	
3	1	379	1	0	0	1608	3865	42	16	-1	
4	1	379	1	1	0	1608	3865	42	16	-1	
5	1	379	1	1	1	1608	3865	42	16	11	Se
2	1	380	0	0	0	2078	3863	9	12	-1	
3	1	380	1	0	0	2078	3863	9	12	-1	
4	1	380	1	1	0	2078	3863	9	12	-1	
5	1	380	1	1	1	2078	3863	9	12	38	|
2	1	381	0	0	0	3122	3869	64	14	-1	
3	1	381	1	0	0	3122	3869	64	14	-1	
4	1	381	1	1	0	3122	3869	64	14	-1	
5	1	381	1	1	1	3122	3869	64	14	62	esa
2	1	382	0	0	0	299	3883	11	17	-1	
3	1	382	1	0	0	299	3883	11	17	-1	
4	1	382	1	1	0	299	3883	11	17	-1	
5	1	382	1	1	1	299	3883	11	17	28	|
2	1	383	0	0	0	384	3892	111	19	-1	
3	1	383	1	0	0	384	3892	111	19	-1	
4	1	383	1	1	0	384	3892	111	19	-1	
5	1	383	1	1	1	408	3897	87	12	33	Te
2	1	384	0	0	0	856	3905	8	13	-1	
3	1	384	1	0	0	856	3905	8	13	-1	
4	1	384	1	1	0	856	3905	8	13	-1	
5	1	384	1	1	1	856	3905	8	13	60	|
2	1	385	0	0	0	957	3899	49	10	-1	
3	1	385	1	0	0	957	3899	49	10	-1	
4	1	385	1	1	0	957	3899	49	10	-1	
5	1	385	1	1	1	994	3899	12	7	21	en
2	1	386	0	0	0	1343	3882	27	21	-1	
3	1	386	1	0	0	1343	3882	27	21	-1	
4	1	386	1	1	0	1343	3882	27	21	-1	
5	1	386	1	1	1	1343	3882	27	21	57	#*
2	1	387	0	0	0	2000	3873	47	32	-1	
3	1	387	1	0	0	2000	3873	47	32	-1	
4	1	387	1	1	0	2000	3873	47	32	-1	
5	1	387	1	1	1	2000	3873	47	32	0	Bd
2	1	388	0	0	0	3070	3902	88	22	-1	
3	1	388	1	0	0	3070	3902	88	22	-1	
4	1	388	1	1	0	3070	3902	88	22	-1	
5	1	388	1	1	1	3070	3902	88	22	19	Ooge
2	1	389	0	0	0	3073	3894	61	13	-1	
3	1	389	1	0	0	3073	3894	61	13	-1	
4	1	389	1	1	0	3073	3894	61	13	-1	
5	1	389	1	1	1	3073	3894	61	13	42	Pes
2	1	390	0	0	0	3215	3898	40	14	-1	
3	1	390	1	0	0	3215	3898	40	14	-1	
4	1	390	1	1	0	3215	3898	40	14	-1	
5	1	390	1	1	1	3215	3898	40	14	4	tO
2	1	391	0	0	0	1249	3920	20	22	-1	
3	1	391	1	0	0	1249	3920	20	22	-1	
4	1	391	1	1	0	1249	3920	20	22	-1	
5	1	391	1	1	1	1249	3920	20	22	41	a
2	1	392	0	0	0	3073	3924	109	20	-1	
3	1	392	1	0	0	3073	3924	109	20	-1	
4	1	392	1	1	0	3073	3924	109	20	-1	
5	1	392	1	1	1	3073	3924	109	20	0	25a5°
2	1	393	0	0	0	3166	3909	89	20	-1	
3	1	393	1	0	0	3166	3909	89	20	-1	
4	1	393	1	1	0	3166	3909	89	20	-1	
5	1	393	1	1	1	3166	3909	89	20	44	Glogs
2	1	394	0	0	0	3194	3929	84	13	-1	
3	1	394	1	0	0	3194	3929	84	13	-1	
4	1	394	1	1	0	3194	3929	84	13	-1	
5	1	394	1	1	1	3194	3929	84	13	54	ecre
2	1	395	0	0	0	647	3928	42	26	-1	
3	1	395	1	0	0	647	3928	42	26	-1	
4	1	395	1	1	0	647	3928	42	26	-1	
5	1	395	1	1	1	647	3928	42	26	0	a*
2	1	396	0	0	0	852	3965	28	8	-1	
3	1	396	1	0	0	852	3965	28	8	-1	
4	1	396	1	1	0	852	3965	28	8	-1	
5	1	396	1	1	1	852	3965	28	8	54	NS
2	1	397	0	0	0	955	3958	37	15	-1	
3	1	397	1	0	0	955	3958	37	15	-1	
4	1	397	1	1	0	955	3958	37	15	-1	
5	1	397	1	1	1	967	3958	15	15	38	=~
2	1	398	0	0	0	982	3937	77	26	-1	
3	1	398	1	0	0	982	3937	77	26	-1	
4	1	398	1	1	0	982	3937	77	26	-1	
5	1	398	1	1	1	982	3937	77	26	16	bine
2	1	399	0	0	0	1212	3937	42	33	-1	
3	1	399	1	0	0	1212	3937	42	33	-1	
4	1	399	1	1	0	1212	3937	42	33	-1	
5	1	399	1	1	1	1212	3937	42	33	0	-
2	1	400	0	0	0	1404	3946	22	26	-1	
3	1	400	1	0	0	1404	3946	22	26	-1	
4	1	400	1	1	0	1404	3946	22	26	-1	
5	1	400	1	1	1	1404	3946	22	26	22	Si,
2	1	401	0	0	0	1524	3931	63	27	-1	
3	1	401	1	0	0	1524	3931	63	27	-1	
4	1	401	1	1	0	1524	3931	63	27	-1	
5	1	401	1	1	1	1516	3927	28	41	5	vi
2	1	402	0	0	0	1648	3939	34	14	-1	
3	1	402	1	0	0	1648	3939	34	14	-1	
4	1	402	1	1	0	1648	3939	34	14	-1	
5	1	402	1	1	1	1648	3939	34	14	16	a
2	1	403	0	0	0	3073	3937	157	19	-1	
3	1	403	1	0	0	3073	3937	157	19	-1	
4	1	403	1	1	0	3073	3937	157	19	-1	
5	1	403	1	1	1	3073	3937	157	19	0	ESoSSSe
2	1	404	0	0	0	3142	3952	68	20	-1	
3	1	404	1	0	0	3142	3952	68	20	-1	
4	1	404	1	1	0	3142	3952	68	20	-1	
5	1	404	1	1	1	3142	3948	36	34	52	235
5	1	404	1	1	2	3195	3961	11	11	67	>
2	1	405	0	0	0	431	3942	18	41	-1	
3	1	405	1	0	0	431	3942	18	41	-1	
4	1	405	1	1	0	431	3942	18	41	-1	
5	1	405	1	1	1	431	3942	18	41	92	/
2	1	406	0	0	0	1517	3964	79	32	-1	
3	1	406	1	0	0	1517	3964	79	32	-1	
4	1	406	1	1	0	1517	3964	79	32	-1	
5	1	406	1	1	1	1517	3964	79	32	10	rd
2	1	407	0	0	0	1924	3981	8	13	-1	
3	1	407	1	0	0	1924	3981	8	13	-1	
4	1	407	1	1	0	1924	3981	8	13	-1	
5	1	407	1	1	1	1924	3981	8	13	92	\
2	1	408	0	0	0	3069	3981	64	14	-1	
3	1	408	1	0	0	3069	3981	64	14	-1	
4	1	408	1	1	0	3069	3981	64	14	-1	
5	1	408	1	1	1	3069	3981	64	14	70	acs
2	1	409	0	0	0	3073	3963	60	19	-1	
3	1	409	1	0	0	3073	3963	60	19	-1	
4	1	409	1	1	0	3073	3963	60	19	-1	
5	1	409	1	1	1	3073	3963	60	19	55	505
2	1	410	0	0	0	3145	3971	61	16	-1	
3	1	410	1	0	0	3145	3971	61	16	-1	
4	1	410	1	1	0	3145	3971	61	16	-1	
5	1	410	1	1	1	3145	3971	61	16	25	EoOa
2	1	411	0	0	0	3218	3967	37	25	-1	
3	1	411	1	0	0	3218	3967	37	25	-1	
4	1	411	1	1	0	3218	3967	37	25	-1	
5	1	411	1	1	1	3218	3967	12	11	0	r
5	1	411	1	1	2	3239	3970	16	22	65	3
2	1	412	0	0	0	1024	3975	79	30	-1	
3	1	412	1	0	0	1024	3975	79	30	-1	
4	1	412	1	1	0	1024	3975	79	30	-1	
5	1	412	1	1	1	1036	3971	48	48	0	we
2	1	413	0	0	0	1356	3995	45	17	-1	
3	1	413	1	0	0	1356	3995	45	17	-1	
4	1	413	1	1	0	1356	3995	45	17	-1	
5	1	413	1	1	1	1356	3995	45	17	21	PS)
2	1	414	0	0	0	3069	4002	40	18	-1	
3	1	414	1	0	0	3069	4002	40	18	-1	
4	1	414	1	1	0	3069	4002	40	18	-1	
5	1	414	1	1	1	3069	4002	40	18	30	OG
2	1	415	0	0	0	3117	4000	112	18	-1	
3	1	415	1	0	0	3117	4000	112	18	-1	
4	1	415	1	1	0	3117	4000	112	18	-1	
5	1	415	1	1	1	3117	4000	112	18	10	DTREoVe
2	1	416	0	0	0	3266	3987	36	24	-1	
3	1	416	1	0	0	3266	3987	36	24	-1	
4	1	416	1	1	0	3266	3987	36	24	-1	
5	1	416	1	1	1	3266	3987	36	24	64	$5
2	1	417	0	0	0	258	4024	8	15	-1	
3	1	417	1	0	0	258	4024	8	15	-1	
4	1	417	1	1	0	258	4024	8	15	-1	
5	1	417	1	1	1	258	4024	8	15	72	|
2	1	418	0	0	0	404	4036	11	9	-1	
3	1	418	1	0	0	404	4036	11	9	-1	
4	1	418	1	1	0	404	4036	11	9	-1	
5	1	418	1	1	1	404	4036	11	9	26	({
2	1	419	0	0	0	3069	4017	40	29	-1	
3	1	419	1	0	0	3069	4017	40	29	-1	
4	1	419	1	1	0	3069	4017	40	29	-1	
5	1	419	1	1	1	3069	4017	40	29	55	za
2	1	420	0	0	0	3194	4019	36	13	-1	
3	1	420	1	0	0	3194	4019	36	13	-1	
4	1	420	1	1	0	3194	4019	36	13	-1	
5	1	420	1	1	1	3194	4019	36	13	84	og
2	1	421	0	0	0	3242	4005	60	31	-1	
3	1	421	1	0	0	3242	4005	60	31	-1	
4	1	421	1	1	0	3242	4005	60	31	-1	
5	1	421	1	1	1	3242	4005	60	31	9	255
2	1	422	0	0	0	402	4052	9	16	-1	
3	1	422	1	0	0	402	4052	9	16	-1	
4	1	422	1	1	0	402	4052	9	16	-1	
5	1	422	1	1	1	402	4052	9	16	40	1
2	1	423	0	0	0	1215	4048	28	11	-1	
3	1	423	1	0	0	1215	4048	28	11	-1	
4	1	423	1	1	0	1215	4048	28	11	-1	
5	1	423	1	1	1	1215	4048	28	11	86	>
2	1	424	0	0	0	3068	4056	41	16	-1	
3	1	424	1	0	0	3068	4056	41	16	-1	
4	1	424	1	1	0	3068	4056	41	16	-1	
5	1	424	1	1	1	3068	4056	41	16	13	Cc)
2	1	425	0	0	0	3262	4034	40	34	-1	
3	1	425	1	0	0	3262	4034	40	34	-1	
4	1	425	1	1	0	3262	4034	40	34	-1	
5	1	425	1	1	1	3262	4034	40	34	56	ze
2	1	426	0	0	0	255	4067	7	20	-1	
3	1	426	1	0	0	255	4067	7	20	-1	
4	1	426	1	1	0	255	4067	7	20	-1	
5	1	426	1	1	1	255	4067	7	20	54	J
2	1	427	0	0	0	399	4096	9	12	-1	
3	1	427	1	0	0	399	4096	9	12	-1	
4	1	427	1	1	0	399	4096	9	12	-1	
5	1	427	1	1	1	399	4096	9	12	30	I
2	1	428	0	0	0	1255	4093	58	37	-1	
3	1	428	1	0	0	1255	4093	58	37	-1	
4	1	428	1	1	0	1255	4093	58	37	-1	
5	1	428	1	1	1	1255	4093	58	37	16	MS
2	1	429	0	0	0	1429	4104	31	18	-1	
3	1	429	1	0	0	1429	4104	31	18	-1	
4	1	429	1	1	0	1429	4104	31	18	-1	
5	1	429	1	1	1	1429	4104	31	18	16	Le
2	1	430	0	0	0	3268	4092	45	26	-1	
3	1	430	1	0	0	3268	4092	45	26	-1	
4	1	430	1	1	0	3268	4092	45	26	-1	
5	1	430	1	1	1	3268	4092	11	26	70	8
5	1	430	1	1	2	3278	4092	35	26	48	Jw
2	1	431	0	0	0	1343	4108	48	28	-1	
3	1	431	1	0	0	1343	4108	48	28	-1	
4	1	431	1	1	0	1343	4108	48	28	-1	
5	1	431	1	1	1	1343	4108	48	28	6	—
2	1	432	0	0	0	866	4160	21	12	-1	
3	1	432	1	0	0	866	4160	21	12	-1	
4	1	432	1	1	0	866	4160	21	12	-1	
5	1	432	1	1	1	866	4160	21	12	12	a
2	1	433	0	0	0	1044	4154	18	19	-1	
3	1	433	1	0	0	1044	4154	18	19	-1	
4	1	433	1	1	0	1044	4154	18	19	-1	
5	1	433	1	1	1	1044	4154	18	19	45	SJ
2	1	434	0	0	0	1382	4166	55	6	-1	
3	1	434	1	0	0	1382	4166	55	6	-1	
4	1	434	1	1	0	1382	4166	55	6	-1	
5	1	434	1	1	1	1382	4166	55	6	0	oe
2	1	435	0	0	0	392	4177	8	12	-1	
3	1	435	1	0	0	392	4177	8	12	-1	
4	1	435	1	1	0	392	4177	8	12	-1	
5	1	435	1	1	1	392	4177	8	12	49	|
2	1	436	0	0	0	1168	4188	62	10	-1	
3	1	436	1	0	0	1168	4188	62	10	-1	
4	1	436	1	1	0	1168	4188	62	10	-1	
5	1	436	1	1	1	1168	4188	62	10	2	———
2	1	437	0	0	0	1259	4157	47	34	-1	
3	1	437	1	0	0	1259	4157	47	34	-1	
4	1	437	1	1	0	1259	4157	47	34	-1	
5	1	437	1	1	1	1259	4168	12	10	37	T
5	1	437	1	1	2	1274	4157	32	34	37	aX
2	1	438	0	0	0	1704	4188	39	10	-1	
3	1	438	1	0	0	1704	4188	39	10	-1	
4	1	438	1	1	0	1704	4188	39	10	-1	
5	1	438	1	1	1	1704	4188	39	10	55	=
2	1	439	0	0	0	1659	4209	10	14	-1	
3	1	439	1	0	0	1659	4209	10	14	-1	
4	1	439	1	1	0	1659	4209	10	14	-1	
5	1	439	1	1	1	1659	4209	10	14	52	\V
2	1	440	0	0	0	2041	4225	10	10	-1	
3	1	440	1	0	0	2041	4225	10	10	-1	
4	1	440	1	1	0	2041	4225	10	10	-1	
5	1	440	1	1	1	2041	4225	10	10	57	/
2	1	441	0	0	0	2426	4172	37	39	-1	
3	1	441	1	0	0	2426	4172	37	39	-1	
4	1	441	1	1	0	2426	4172	37	39	-1	
5	1	441	1	1	1	2426	4172	37	39	15	=)
2	1	442	0	0	0	506	4221	11	23	-1	
3	1	442	1	0	0	506	4221	11	23	-1	
4	1	442	1	1	0	506	4221	11	23	-1	
5	1	442	1	1	1	506	4221	11	23	30	I
2	1	443	0	0	0	527	4180	35	76	-1	
3	1	443	1	0	0	527	4180	35	76	-1	
4	1	443	1	1	0	527	4180	35	76	-1	
5	1	443	1	1	1	527	4180	35	76	36	i
2	1	444	0	0	0	571	4239	18	14	-1	
3	1	444	1	0	0	571	4239	18	14	-1	
4	1	444	1	1	0	571	4239	18	14	-1	
5	1	444	1	1	1	571	4239	18	14	63	\
2	1	445	0	0	0	1079	4233	8	13	-1	
3	1	445	1	0	0	1079	4233	8	13	-1	
4	1	445	1	1	0	1079	4233	8	13	-1	
5	1	445	1	1	1	1079	4233	8	13	71	U
2	1	446	0	0	0	1530	4255	32	5	-1	
3	1	446	1	0	0	1530	4255	32	5	-1	
4	1	446	1	1	0	1530	4255	32	5	-1	
5	1	446	1	1	1	1530	4255	32	5	25	=a
2	1	447	0	0	0	566	4249	10	25	-1	
3	1	447	1	0	0	566	4249	10	25	-1	
4	1	447	1	1	0	566	4249	10	25	-1	
5	1	447	1	1	1	566	4249	10	25	16	\
2	1	448	0	0	0	1967	4256	49	7	-1	
3	1	448	1	0	0	1967	4256	49	7	-1	
4	1	448	1	1	0	1967	4256	49	7	-1	
5	1	448	1	1	1	1967	4256	49	7	21	al
2	1	449	0	0	0	2054	4303	25	1	-1	
3	1	449	1	0	0	2054	4303	25	1	-1	
4	1	449	1	1	0	2054	4303	25	1	-1	
5	1	449	1	1	1	2054	4303	25	1	63	—=
2	1	450	0	0	0	885	4305	33	15	-1	
3	1	450	1	0	0	885	4305	33	15	-1	
4	1	450	1	1	0	885	4305	33	15	-1	
5	1	450	1	1	1	885	4305	33	15	0	Loi)
2	1	451	0	0	0	965	4308	43	12	-1	
3	1	451	1	0	0	965	4308	43	12	-1	
4	1	451	1	1	0	965	4308	43	12	-1	
5	1	451	1	1	1	965	4308	43	12	25	ww
2	1	452	0	0	0	1531	4320	19	11	-1	
3	1	452	1	0	0	1531	4320	19	11	-1	
4	1	452	1	1	0	1531	4320	19	11	-1	
5	1	452	1	1	1	1531	4320	19	11	58	x
2	1	453	0	0	0	334	4292	27	55	-1	
3	1	453	1	0	0	334	4292	27	55	-1	
4	1	453	1	1	0	334	4292	27	55	-1	
5	1	453	1	1	1	334	4292	27	55	27	1
2	1	454	0	0	0	2157	4326	44	38	-1	
3	1	454	1	0	0	2157	4326	44	38	-1	
4	1	454	1	1	0	2157	4326	44	38	-1	
5	1	454	1	1	1	2157	4326	44	38	23	iy
2	1	455	0	0	0	328	4340	27	52	-1	
3	1	455	1	0	0	328	4340	32	52	-1	
4	1	455	1	1	0	328	4340	27	52	-1	
5	1	455	1	1	1	328	4340	27	52	68	if
2	1	456	0	0	0	499	4368	8	18	-1	
3	1	456	1	0	0	499	4368	8	18	-1	
4	1	456	1	1	0	499	4368	8	18	-1	
5	1	456	1	1	1	499	4368	8	18	84	\
2	1	457	0	0	0	1495	4350	99	17	-1	
3	1	457	1	0	0	1495	4350	99	17	-1	
4	1	457	1	1	0	1495	4350	99	17	-1	
5	1	457	1	1	1	1486	4346	50	30	32	Bunpied
5	1	457	1	1	2	1538	4346	56	30	0	0}9/0N09
2	1	458	0	0	0	501	4396	9	12	-1	
3	1	458	1	0	0	501	4396	9	12	-1	
4	1	458	1	1	0	501	4396	9	12	-1	
5	1	458	1	1	1	501	4396	9	12	48	iy
2	1	459	0	0	0	570	4376	18	33	-1	
3	1	459	1	0	0	570	4376	18	33	-1	
4	1	459	1	1	0	570	4376	18	33	-1	
5	1	459	1	1	1	570	4376	18	33	61	1
2	1	460	0	0	0	2129	4389	74	7	-1	
3	1	460	1	0	0	2129	4389	74	7	-1	
4	1	460	1	1	0	2129	4389	74	7	-1	
5	1	460	1	1	1	2129	4389	74	7	0	j—~F
2	1	461	0	0	0	3325	4392	16	26	-1	
3	1	461	1	0	0	3325	4392	16	26	-1	
4	1	461	1	1	0	3325	4392	16	26	-1	
5	1	461	1	1	1	3325	4392	16	26	51	2
2	1	462	0	0	0	603	4425	9	18	-1	
3	1	462	1	0	0	603	4425	9	18	-1	
4	1	462	1	1	0	603	4425	9	18	-1	
5	1	462	1	1	1	599	4421	7	32	40	iM
2	1	463	0	0	0	948	4379	87	51	-1	
3	1	463	1	0	0	948	4379	94	51	-1	
4	1	463	1	1	0	948	4379	87	51	-1	
5	1	463	1	1	1	948	4379	11	51	81	|
5	1	463	1	1	2	995	4380	40	27	8	DS
2	1	464	0	0	0	1447	4396	250	29	-1	
3	1	464	1	0	0	1447	4396	250	29	-1	
4	1	464	1	1	0	1447	4396	250	29	-1	
5	1	464	1	1	1	1447	4396	250	29	33	a
2	1	465	0	0	0	3265	4420	75	20	-1	
3	1	465	1	0	0	3265	4420	75	20	-1	
4	1	465	1	1	0	3265	4420	75	20	-1	
5	1	465	1	1	1	3265	4428	13	12	66	3
5	1	465	1	1	2	3280	4420	60	20	0	]a.|2
2	1	466	0	0	0	504	4425	9	20	-1	
3	1	466	1	0	0	504	4425	9	20	-1	
4	1	466	1	1	0	504	4425	9	20	-1	
5	1	466	1	1	1	504	4425	9	20	80	\
2	1	467	0	0	0	506	4457	8	13	-1	
3	1	467	1	0	0	506	4457	8	13	-1	
4	1	467	1	1	0	506	4457	8	13	-1	
5	1	467	1	1	1	506	4457	8	13	71	1
2	1	468	0	0	0	569	4416	18	39	-1	
3	1	468	1	0	0	569	4416	18	39	-1	
4	1	468	1	1	0	569	4416	18	39	-1	
5	1	468	1	1	1	569	4416	18	39	49	a
2	1	469	0	0	0	886	4429	47	41	-1	
3	1	469	1	0	0	886	4429	47	41	-1	
4	1	469	1	1	0	886	4429	47	41	-1	
5	1	469	1	1	1	886	4429	47	41	10	a
2	1	470	0	0	0	1752	4438	29	11	-1	
3	1	470	1	0	0	1752	4438	29	11	-1	
4	1	470	1	1	0	1752	4438	29	11	-1	
5	1	470	1	1	1	1752	4438	29	11	47	—
2	1	471	0	0	0	1776	4452	33	10	-1	
3	1	471	1	0	0	1776	4452	33	10	-1	
4	1	471	1	1	0	1776	4452	33	10	-1	
5	1	471	1	1	1	1776	4452	33	10	62	—
2	1	472	0	0	0	3296	4441	44	17	-1	
3	1	472	1	0	0	3296	4441	44	17	-1	
4	1	472	1	1	0	3296	4441	44	17	-1	
5	1	472	1	1	1	3296	4441	44	17	7	x2
2	1	473	0	0	0	506	4472	11	22	-1	
3	1	473	1	0	0	506	4472	11	22	-1	
4	1	473	1	1	0	506	4472	11	22	-1	
5	1	473	1	1	1	506	4472	11	22	41	i
2	1	474	0	0	0	832	4488	28	6	-1	
3	1	474	1	0	0	832	4488	28	6	-1	
4	1	474	1	1	0	832	4488	28	6	-1	
5	1	474	1	1	1	832	4488	28	6	74	—
2	1	475	0	0	0	515	4492	3	17	-1	
3	1	475	1	0	0	515	4492	3	17	-1	
4	1	475	1	1	0	515	4492	3	17	-1	
5	1	475	1	1	1	515	4492	3	17	57	)
2	1	476	0	0	0	3265	4473	75	26	-1	
3	1	476	1	0	0	3265	4473	75	26	-1	
4	1	476	1	1	0	3265	4473	75	26	-1	
5	1	476	1	1	1	3265	4473	75	26	0	2B
5	1	476	1	1	2	3313	4469	23	39	0	)e
2	1	477	0	0	0	734	4491	16	48	-1	
3	1	477	1	0	0	734	4491	16	48	-1	
4	1	477	1	1	0	734	4491	16	48	-1	
5	1	477	1	1	1	734	4491	16	48	90	\
2	1	478	0	0	0	512	4504	87	94	-1	
3	1	478	1	0	0	512	4504	87	94	-1	
4	1	478	1	1	0	512	4504	87	94	-1	
5	1	478	1	1	1	512	4504	87	94	11	i
2	1	479	0	0	0	1737	4572	76	4	-1	
3	1	479	1	0	0	1737	4572	76	4	-1	
4	1	479	1	1	0	1737	4572	76	4	-1	
5	1	479	1	1	1	1723	4556	29	28	5	pk
5	1	479	1	1	2	1768	4572	13	4	26	a
2	1	480	0	0	0	266	4600	11	16	-1	
3	1	480	1	0	0	266	4600	11	16	-1	
4	1	480	1	1	0	266	4600	11	16	-1	
5	1	480	1	1	1	266	4600	11	16	0	t
2	1	481	0	0	0	1756	4612	38	14	-1	
3	1	481	1	0	0	1756	4612	38	14	-1	
4	1	481	1	1	0	1756	4612	38	14	-1	
5	1	481	1	1	1	1756	4612	38	14	50	Vc
2	1	482	0	0	0	468	4631	10	14	-1	
3	1	482	1	0	0	468	4631	10	14	-1	
4	1	482	1	1	0	468	4631	10	14	-1	
5	1	482	1	1	1	468	4631	10	14	65	|
2	1	483	0	0	0	1656	4631	44	2	-1	
3	1	483	1	0	0	1656	4631	44	2	-1	
4	1	483	1	1	0	1656	4631	44	2	-1	
5	1	483	1	1	1	1656	4631	44	2	41	tN
2	1	484	0	0	0	811	4665	24	2	-1	
3	1	484	1	0	0	811	4665	24	2	-1	
4	1	484	1	1	0	811	4665	24	2	-1	
5	1	484	1	1	1	811	4665	24	2	82	—
2	1	485	0	0	0	932	4664	85	2	-1	
3	1	485	1	0	0	932	4664	85	2	-1	
4	1	485	1	1	0	932	4664	85	2	-1	
5	1	485	1	1	1	932	4664	85	2	34	a
2	1	486	0	0	0	1236	4656	178	9	-1	
3	1	486	1	0	0	1236	4656	178	9	-1	
4	1	486	1	1	0	1236	4656	178	9	-1	
5	1	486	1	1	1	1236	4656	178	9	30	ae
2	1	487	0	0	0	1333	4667	75	2	-1	
3	1	487	1	0	0	1333	4667	75	2	-1	
4	1	487	1	1	0	1333	4667	75	2	-1	
5	1	487	1	1	1	1333	4667	75	2	27	—__—
2	1	488	0	0	0	1612	4662	159	4	-1	
3	1	488	1	0	0	1612	4662	159	4	-1	
4	1	488	1	1	0	1612	4662	159	4	-1	
5	1	488	1	1	1	1612	4662	159	4	46	a
2	1	489	0	0	0	1849	4669	47	2	-1	
3	1	489	1	0	0	1849	4669	47	2	-1	
4	1	489	1	1	0	1849	4669	47	2	-1	
5	1	489	1	1	1	1849	4669	47	2	23	—_—
2	1	490	0	0	0	2079	4642	268	24	-1	
3	1	490	1	0	0	2079	4642	268	24	-1	
4	1	490	1	1	0	2079	4642	268	24	-1	
5	1	490	1	1	1	2079	4642	106	24	29	NRE
5	1	490	1	1	2	2204	4638	48	40	4	STL
5	1	490	1	1	3	2255	4638	34	40	22	DE
5	1	490	1	1	4	2305	4663	42	3	14	ae
2	1	491	0	0	0	3061	4705	227	72	-1	
3	1	491	1	0	0	3061	4705	227	72	-1	
4	1	491	1	1	0	3061	4705	227	72	-1	
5	1	491	1	1	1	3061	4705	227	72	0	oll

Section 25

Page 25 of 731

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2	1	523	0	0	0	2726	2902	93	50	-1	
3	1	523	1	0	0	2726	2902	93	50	-1	
4	1	523	1	1	0	2726	2902	93	50	-1	
5	1	523	1	1	1	2726	2902	93	50	14	Hee
2	1	524	0	0	0	133	2973	4	15	-1	
3	1	524	1	0	0	133	2973	4	15	-1	
4	1	524	1	1	0	133	2973	4	15	-1	
5	1	524	1	1	1	133	2973	4	15	50	i
2	1	525	0	0	0	435	2966	80	10	-1	
3	1	525	1	0	0	435	2966	80	10	-1	
4	1	525	1	1	0	435	2966	80	10	-1	
5	1	525	1	1	1	435	2966	22	10	43	as
5	1	525	1	1	2	504	2966	11	4	33	a
2	1	526	0	0	0	813	2963	32	18	-1	
3	1	526	1	0	0	813	2963	32	18	-1	
4	1	526	1	1	0	813	2963	32	18	-1	
5	1	526	1	1	1	813	2963	32	18	40	(ee
2	1	527	0	0	0	1024	2644	46	340	-1	
3	1	527	1	0	0	1024	2644	46	340	-1	
4	1	527	1	1	0	1024	2644	46	340	-1	
5	1	527	1	1	1	1024	2644	46	340	19	:
2	1	528	0	0	0	1081	2966	96	17	-1	
3	1	528	1	0	0	1081	2966	96	17	-1	
4	1	528	1	1	0	1081	2966	96	17	-1	
5	1	528	1	1	1	1081	2966	96	17	0	Lo—#st409.
2	1	529	0	0	0	1179	2965	54	18	-1	
3	1	529	1	0	0	1179	2965	54	18	-1	
4	1	529	1	1	0	1179	2965	54	18	-1	
5	1	529	1	1	1	1179	2961	28	32	0	o—
5	1	529	1	1	2	1212	2961	25	32	69	—!
2	1	530	0	0	0	1906	2971	164	20	-1	
3	1	530	1	0	0	1906	2971	164	20	-1	
4	1	530	1	1	0	1906	2971	164	20	-1	
5	1	530	1	1	1	1906	2978	101	13	6	——
5	1	530	1	1	2	2012	2971	58	20	6	er
2	1	531	0	0	0	2233	2963	34	16	-1	
3	1	531	1	0	0	2233	2963	34	16	-1	
4	1	531	1	1	0	2233	2963	34	16	-1	
5	1	531	1	1	1	2233	2963	34	16	51	=
2	1	532	0	0	0	2529	2957	198	48	-1	
3	1	532	1	0	0	2529	2957	198	48	-1	
4	1	532	1	1	0	2529	2957	198	48	-1	
5	1	532	1	1	1	2529	2960	48	24	2	+
5	1	532	1	1	2	2591	2976	37	18	40	ot
5	1	532	1	1	3	2642	2957	56	48	41	Sai
5	1	532	1	1	4	2710	2983	17	13	0	i)
2	1	533	0	0	0	556	2989	30	15	-1	
3	1	533	1	0	0	556	2989	30	15	-1	
4	1	533	1	1	0	556	2989	30	15	-1	
5	1	533	1	1	1	556	2989	30	15	55	2
2	1	534	0	0	0	767	2981	471	22	-1	
3	1	534	1	0	0	767	2981	471	22	-1	
4	1	534	1	1	0	767	2981	471	22	-1	
5	1	534	1	1	1	767	2989	35	14	14	SS
5	1	534	1	1	2	800	2977	57	35	14	ESS
5	1	534	1	1	3	856	2977	42	35	12	NN
5	1	534	1	1	4	897	2977	65	35	12	NSS
5	1	534	1	1	5	961	2977	62	35	27	PSN
5	1	534	1	1	6	1022	2977	91	35	11	CRBS
5	1	534	1	1	7	1114	2981	124	21	11	SSNS
2	1	535	0	0	0	822	3013	135	4	-1	
3	1	535	1	0	0	822	3013	135	4	-1	
4	1	535	1	1	0	822	3013	135	4	-1	
5	1	535	1	1	1	822	3013	135	4	6	——————
2	1	536	0	0	0	1080	3013	153	4	-1	
3	1	536	1	0	0	1080	3013	153	4	-1	
4	1	536	1	1	0	1080	3013	153	4	-1	
5	1	536	1	1	1	1080	3013	153	4	0	_—————
5	1	536	1	1	2	1164	2998	34	28	0	Sa
2	1	537	0	0	0	1450	2998	37	12	-1	
3	1	537	1	0	0	1450	2998	37	12	-1	
4	1	537	1	1	0	1450	2998	37	12	-1	
5	1	537	1	1	1	1450	2998	37	12	65	Sw,
2	1	538	0	0	0	2244	3006	39	13	-1	
3	1	538	1	0	0	2244	3006	39	13	-1	
4	1	538	1	1	0	2244	3006	39	13	-1	
5	1	538	1	1	1	2244	3006	39	13	71	=a
2	1	539	0	0	0	2588	3005	68	15	-1	
3	1	539	1	0	0	2588	3005	68	15	-1	
4	1	539	1	1	0	2588	3005	68	15	-1	
5	1	539	1	1	1	2588	3005	37	13	71	2a
5	1	539	1	1	2	2645	3011	10	9	72	x
2	1	540	0	0	0	2591	2994	65	11	-1	
3	1	540	1	0	0	2591	2994	65	11	-1	
4	1	540	1	1	0	2591	2994	65	11	-1	
5	1	540	1	1	1	2591	2994	65	11	54	ea
5	1	540	1	1	2	2640	2986	15	28	44	wo
2	1	541	0	0	0	2843	2962	71	58	-1	
3	1	541	1	0	0	2843	2962	71	58	-1	
4	1	541	1	1	0	2843	2962	71	58	-1	
5	1	541	1	1	1	2843	2962	71	58	22	we
2	1	542	0	0	0	2929	2974	69	46	-1	
3	1	542	1	0	0	2929	2974	69	46	-1	
4	1	542	1	1	0	2929	2974	69	46	-1	
5	1	542	1	1	1	2929	2974	69	46	4	rr.
2	1	543	0	0	0	541	3002	46	37	-1	
3	1	543	1	0	0	541	3002	46	37	-1	
4	1	543	1	1	0	541	3002	46	37	-1	
5	1	543	1	1	1	541	3002	46	37	79	za
2	1	544	0	0	0	2591	3020	34	10	-1	
3	1	544	1	0	0	2591	3020	34	10	-1	
4	1	544	1	1	0	2591	3020	34	10	-1	
5	1	544	1	1	1	2591	3020	34	10	10	oo
2	1	545	0	0	0	2788	3007	27	26	-1	
3	1	545	1	0	0	2788	3007	27	26	-1	
4	1	545	1	1	0	2788	3007	27	26	-1	
5	1	545	1	1	1	2788	3007	27	26	39	bd
2	1	546	0	0	0	513	3044	10	9	-1	
3	1	546	1	0	0	513	3044	10	9	-1	
4	1	546	1	1	0	513	3044	10	9	-1	
5	1	546	1	1	1	513	3044	10	9	0	“)
2	1	547	0	0	0	557	3033	34	17	-1	
3	1	547	1	0	0	557	3033	34	17	-1	
4	1	547	1	1	0	557	3033	34	17	-1	
5	1	547	1	1	1	557	3033	34	17	34	2D
2	1	548	0	0	0	2244	3027	69	23	-1	
3	1	548	1	0	0	2244	3027	69	23	-1	
4	1	548	1	1	0	2244	3027	69	23	-1	
5	1	548	1	1	1	2244	3027	69	23	0	Zs
5	1	548	1	1	2	2289	3023	21	31	0	&
2	1	549	0	0	0	2267	3044	47	13	-1	
3	1	549	1	0	0	2267	3044	47	13	-1	
4	1	549	1	1	0	2267	3044	47	13	-1	
5	1	549	1	1	1	2267	3044	47	13	60	oe
2	1	550	0	0	0	2587	3027	70	22	-1	
3	1	550	1	0	0	2587	3027	70	22	-1	
4	1	550	1	1	0	2587	3027	70	22	-1	
5	1	550	1	1	1	2587	3027	70	22	14	2sé&
2	1	551	0	0	0	2855	3023	122	27	-1	
3	1	551	1	0	0	2855	3023	122	27	-1	
4	1	551	1	1	0	2855	3023	122	27	-1	
5	1	551	1	1	1	2854	3019	29	38	50	eal
5	1	551	1	1	2	2882	3019	39	38	32	Bay
5	1	551	1	1	3	2956	3028	21	18	26	|e
2	1	552	0	0	0	1371	3025	182	67	-1	
3	1	552	1	0	0	1371	3025	182	67	-1	
4	1	552	1	1	0	1371	3025	182	67	-1	
5	1	552	1	1	1	1371	3025	182	67	25	(Es
2	1	553	0	0	0	1912	3010	161	74	-1	
3	1	553	1	0	0	1912	3010	161	74	-1	
4	1	553	1	1	0	1912	3010	161	74	-1	
5	1	553	1	1	1	1912	3010	161	74	21	to
2	1	554	0	0	0	2218	3064	11	24	-1	
3	1	554	1	0	0	2218	3064	11	24	-1	
4	1	554	1	1	0	2218	3064	11	24	-1	
5	1	554	1	1	1	2218	3064	11	24	71	r
2	1	555	0	0	0	2274	3061	58	10	-1	
3	1	555	1	0	0	2274	3061	58	10	-1	
4	1	555	1	1	0	2274	3061	58	10	-1	
5	1	555	1	1	1	2274	3061	58	10	0	agfee:
2	1	556	0	0	0	2533	3063	58	25	-1	
3	1	556	1	0	0	2533	3063	58	25	-1	
4	1	556	1	1	0	2533	3063	58	25	-1	
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Section 26

Page 26 of 731

SITE ANALYSIS
              ELM            STREET.                             a=                              Light Pole                                                                                                                                  ——                                           TIS                    —=    —— SS         ee eee                                           ----------                BUILDING TYPE - CAR WASH AREA
                                                                                                                                                                                                                                                                                                           a   “Existing
                                                                   ——=         Existing           Existing Power +                               +         4                                                                                                                                                           Po                                                                                       185.6 M?*
                                                                                                                                                                  «                                                                                                              sm                         Pram Ramp                                                                                           Super Bay - GFA
                                                           Exsting STW                               one                                     2 Existing Conc Footpath                                                                       ey   Te ae                                           +                   a                                        LP                                                Self-Serve Wash Bay- GFA
                                                           Side Entry Pit                                                                                                                                                               Bs                                                                               a4                                                                                     86.5 M?*
                                                                                                                                     mor}               44        as    “       +4      aa                               ai                               New 2.0M      Conc Footpath-             with Coyfnoil standard details      we          tras    rear        <<)     a                                96.6 M?*
                                                                                                                                                                                                                             <8                                                                                                                        oat             -s
                                                                      ts                                                                a4                                                                                                                  a         Saw tee                                   ‘A                      sd:    oe ena at         a2"                                            Auto Bay - GFA
                                                                                                                                                                                                                                                                       <4
                                                         44                                        a     sa                                       Existing Bus Sto                                                                                                                         S50                                              Se                                                                  WC (in Car Wash Plant Room) - GFA 2.8 M*
                                  «   Exist  conc    arpa                                   mY)                               ams                                                                                                                                      Site Boundary 46.262M,      351   59'                                                                                                    Take Away Food & Drink Outlet - GFA 31.5M?
         /*                                            «4         “8                      ss           ———                 ‘UP!                                                                                              ned         35                                                                                                                                                                     | 8.1 M?
                                                                                                                                                                                                                                          aay
                                     ta         “                   ai               of                                                                                                                       \                        =a                                                                                                                                ‘Setback                               Public Disabled WC - GFA
       fe                                                  fe  ye              8                                                                                                          =            5                                                                150mm high Conc Kerb                                                                                                                    Take Away Food & Drink - Seating Area 30.0 M?
     14
             aa                                                                               _-—              fi                                                                                 |     a                at Soa eae                          4                              site Landscaping. —                                                                          Dotted area indicates extent of Bin Fenced Areas [_ new
                                                                                      ela                                                                                                           |         Ee                                 i              ni                          Shaded areas indicates
           Sign                                                                                                                         Shaded area indicate the + id                                      St                Auto Bay 1                                                                                                                                    ‘2000.        Toad widening area. The extent Pedestrian Link Footpath Area 96.6 M?
                                                    Existing                           ‘Seating Area            [/\                                     lo Bay!                                     i                                                                                                                                                                    Widening        & material TBC with Council to
                                                                                                                                        extent of the lower A\                                                                                                a
                                                    Power +                                                           PVC canvas shade  Entry Canopy roof.   1           Pat       ‘Auto Wash                                                                                                             i Eve)       |                7B                                               future design.         Council 'Road' Dedication Area —— 80.4 M?
        Exiting STW                                 Light Pole               &                           Ei           areas over seating                      Y                                                                                                  y                        ay     Shad                                                                                                           Site Coverage (ie: Total Roofed ae Steda eel
           Entry Pit                                                oy                                                zone.                                sl! U                    ay station.                                                                        RollerDoor.               the extent of the                                                                                              — 845.0 M*
                                  Junction Pit                     ~~} |                                              ‘Shaded area indicates approx.            i                                                               ere                                                              Vacuum Bay/Dog Wash       tr                                                                                   Total Driveway (Non-Roofed) Area | zea0 mM?
                                    ting STW                             wl                            I              extent of retaining wall.               i                                                                                                    Ia                            roofed area.                      Vac    land
                                                                         iy
              Existing            TP 108.99                                             io             my   i                                                 \                                         <a                                                                           Sait                                                                                                                       Total Landscaped Area g road widening areas
                                                                      a              a   Ou                                                                 3                                           af                                                                           a                    ess                                                                                                   cluding Pedestrian link 228.0 M?
              Elec Pit                                                   t                                            Queuing area for                        (                                     I   5                     l    ill                        f  Ny |             ea                  NLA                           Vac Bay 2                                                  Hatched area indicates Site Area 2,014 M?
                   Existing Elec                                                                                                                               fp                                   It     uto Bay 2                  it                      AWS                     ==                                                                                                       extent of new bitumen 1,837 M*
                                                                                                                                                                                                    i
                    ‘Substation                                                            Take                                                                y         Pa       ‘Auto Wash        I                                                         AW                                                                                                                                                Effective Site Area *
             Existing B3 conc kerb          Pxstog]   Existing ((]                         Away                       Auto Wash Bays                           Y                    ay station.     i                                                         q        Roller|Door.                      eam                                                                                   roadway. The extent TBC Car Wash Roofed Overall Site Coverage
                                                                                                                                                                                                    i}                                                                                                                                                                                         with Council to future 42.0 %
           =                                                                         | Food & Drink                                                                                                                                                                                         Driveway     j   =
                                              <]            vy                             Outlet                                                              a                                                             Te aa                              at                                       =                                                                                     design.          Car Wash Roofed Effective Site Coverage* 46.0 %
                                                                                                                                                                                                                    —                                                                                          I
                                               aw
                                                                                                    (2)                                                                                                                                                 eee                                              =   =]                                             |
                                                                         4                                                                                                      Kerb | —                                                               iT                                               Drainage
                                                                .                                 [+]                                                         |_1500} |                        it                                                      il          KY                                                                                        |                                                  Landscaping Effective Site Coverage * 12.4 %
                                                                                                                                                                                                                                                      tt                                   atin,         Pit
                                                                Zz:                 {I            4      ie                              azz              222TH)                     0 «|          Secure                                               Plant     Ss                        OL                                      Vac Bay 3                1                                                  IMPERVIOUS AREAS
                                                                                    I                                                                aS                                          __ Storage
                                                                                                          i                             (             N                              of        x             [O}         Store Room                    Room     1p SN   >             x]               }!                                                    al                                                 Pre Site Development * 1,414 M*
                                                                                                                                           pn                        Bl              ot                                                                             WS                                                                                                                                          (Includes Building Roofed + Driveway Areas) =77%
                                                                                                                                           >)                        4                                                                                                         ra       ea                         sl                                                                                           Post Site Development * 1,609 Mi
                                                               “Z                                        Pe                              &                 (a)                   r-      U                    wc                                                  bt             AS                 f/             él                                                                                           (Includes Building Roof + Driveway Areas) = 87.6%
                                                                                                                                                                                                                                                                                                   Af
                                                    Sa         ay                        Store Room                SISSIES                                                                                  12                                    Oil/Water                                                        Be!                                                                                          Contribution to Stormwater Discharge Post Site 764.0 M*
                                                            <                                                            leignt Bar’                                                                                                              Separator       ie                                                                                                                                            Development * $ (Excl. Building Roofed Areas) =4N.6%
                                                                                                                     Diginage                                         bo.                                                                                ad                                                                                                                                                     Therefore, the proposed development will have a 35.4 %
                                                             Tae                                                 =) Pi                                                  “Roof Ouiline Overy                                                                            Hatched area indicated                                                                                                                   reduction (650 M? of impermeable area less than the existing
                                                                                         isabled   |                                                                           4100                          SS      a         Sore            Pex                     upper level Plant Ro                                                                                                                     site) in overall site stormwater discharge due to the proposed
                                                        Lo ae                                         ol —                                                                                                                  _ 11200                                    roofed area.   Z\N                                                                                                                       underground 2 No. 20,000L Stormwater retention tanks and
                                                                                          WC          ol                                                         Painted lines define extent                              Wash Bay 1                                                   VY                                 n                                  |                                                  large roofed area connecting into these tanks.
                                                                                                                                                                                                                                                                                                                                                                                                                # “Effective Site Area’- the overall site area excluding the
                                                               2x!                                    <|\                                                        of waiting car parks or traffic                                                                                            ie                                                                                                                  Coun ‘Road’ dedication area and ‘Footpath’ allocation.
                                                                                                      a                                                          lane markings, typical.                   a}                                                                                  SA                                                                                                               All site areas listed with an * are based on the Effective
                                                                          |  1800.   (era                                                                                    ewer, LS)               -_                                          =                                                a                                                                                                             Site Area as described above.
                                                                                                                                                                                                                                                                                                                                                                                                                This figure represents the actual contributory Effective
                                                                                                                                                                         =                           or                                                          ie                                                    _-                                                                                       Site Area that will be discharged from the site (ie: only the
                                                                           po                                                                                                 ole            st                                                                  je                                                  I                                                                                          driveway hardstand area) since all roofed areas will be
                                                                                                                                                                                                                                                                                                                                                                                                                connected to the oversized (double capacity) underground
                                                                                                                   Directional arrows & text depicts
                                                                                                     fod           traffic flow for vehicles entering                                                                     Wash Bay 2                                                                                                                                                                            water tanks and this rainwater will be used in the car
                                                                                                                   the various car wash areas.                                              Sl                                                                         Shaded area indicates                               7                  Se na                                                             washing process. Therefore this rainwater cannot enter
                                                                                                                                                                                            Bt       |                                                                 extent of the Car Wash                                                                                                                   into the Stormwater system and hence it is excluded from
                                                                                                                                                                                                                                                                                                                                                                                                                all Stormwater calculations and the Post Development
                                                                                                                                                                                                                                                                       main building roofed areas.
                                                          cs                                                                                                                                                     3               17000                                                                                                                      |                                                   impervious contributory area. This represents an ~35%
                                                        ares                                                                                                                                                             5.11200) aS                               | 3500                                                                                                                                       improvement (reduction) in site stormwater discharge
                                                                                                                                                                                                                                                                                                         Drainage          o                       1                                                            Post-development.
                                                                                                                                                                                                                                                                                                         Pit                |      D  g
                                                                          |,                                   Driveway    17490                                                                             LI                        pe eed                1)                               6250                                    ht}                                                                   =   |
                                                                                                                                                                                                       ~                          15000
                                                                                                                                                                                                                              Ser Bay 1
                                                                                      le
                                                                                      is
                                New driveway to be installed as per Council           (a                                                                                                                                                                                                                                                               ence
                                Standard Drawings for Commercial driveway.            10                                                                                                             ae
                                                                                                                                                                                                    be                                                                                                                                        40
                                                                                                                                                                  New Sewer
                                                                                                                                                                  Man Hole                                                                                                                                                       Standard approved No
5	1	503	1	1	4	3502	2156	42	19	52	Entry sign to face
                                                                                                                                                                                                                                                                                                                                 roadway, with Exit Sign to face carwash.
                                                                                                                                                                                                          |__|"                                                                                                                  Signs to be placed on the sai
                                                                                                                                                                                                                                                                                                                                                      ne sign post
                                                                                                                                                                                                                                                                                                            Driveway             each side of the driveway.
                                                               Te                   S|     2.1M high Colorbond or                                                                                                                                 TT                       ae                                    Drainage |                =    ———               jas
                                                              ad
                                                            oe                             timber slat Fence &             Shaded areas indicates site                                                                        Super Bay 2                                                                         Pit     &
                                                                                           ‘Swing Gates to Bin Area.       Landscaping.
                                         Connect to existing S                                rt                               Drainage
                                         pipe via new Access      “9                   |     Bin Area                     Ui    Pit Shaded area indicales approx.    L     Drainag
                                         Chamber Pit in          ot
                                         accordance with Cour 45  a                                                                 extent of retaining wall.
                            Existing STW Standard drawings. wa                         A                                                      lV Ffeat ini         ||                                      ———                    2 Ne:   =             m1                           |1200| /7                       150mm at Cone Kerb
                                                                                                                                                                                                                                         mr
                           Side Entry Pit Existing Sewer Now 20M           a a                                   s                                     sa       |__|           7           —                                    Link f                                sxEG                   viet                  Soe R EAS)                         a               we                                 PROPOSED
                                           Man Hole- TBC.                                                                       us           Fe   tes            4                                                                                                        <a                                    Me          a
                                                                                                                                                                7A
                                               sTw                           Mn                                            a4                                                        ee                                        tr                        as                 +        a                                                                                   ae
                                                                           aes                                                                                                     in                                                                                               ws            re    ie.     *
                                               Pa      Pte   U                                       era       as              rake.                             a ———                                                                 ayes                                          «*        SS          SS                                                ee
                                            108.32     Tel            Rl                                                       Existing Brick Fence ~1.5M high                                                                 7                          Existing Brick Fence -1.5M high                                         Existing Brick Fence ~1.5M high                                        CAR    WASH
                                                          Ne                                                                                                                                              Site Boundary 50.286M, 171° 59'
                           Cexon                                                                                   16300                                                                                                          19400                                                                                                     ~14600
                                                           i
                          -——               -_----—     | eee                                                                                                                       Exsting                              No.             5                                                                LS                                                                                             LAYOUT PLAN
                               Bitumen Car Parking      1] Asaptoc                                                                                                            OS                             LOT 2 ON SP 248165
                                                          v4
                                                        fi!                                                                                                                                                                                                                                                                                                                                              SCALE 1: 100
                                                        \|
                                                                                                                                                                                                                        a
             Additional On-Site Retention/Detention Tank added 20-12-2023 ‘© TMC Building Design Group 2023             ISSUED FOR PLANNING APPROVAL                                                                                   PROPOSED CAR WASH +                                                            AT: 34 (LOT 4, 5 & 6) ELM STREET,                                            4            ee, “eee
        Bulking roof lines updated & extended. Take-away outlet window/doors, © Design Copyright
      dimensions, Site Areas & Drainage pits updated. Additional Reclaim Pit added. 10-05-2023 These drawings may not be copied in whole NOT TO BE USED FOR CONSTRUCTION PURPOSES                                                                                                                                             COOROY, QLD, 4563                                                    Design       TMC | Building Design Group
        External Footpath updated to be 2.0M MIN wide in Opal + Elm Street. or in part without the written consent of TMC
                    Issued For DA Planning Approval          29-9-2022 Building Design Group. Any changes                                                                                                                           TAKE AWAY FOOD & DRINK                                                                                                                                                      P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573
             Issued For Noosa Council Pre-Lodgement Meeting 2 5-07-2021 proposed by the Client, Council or the                                                                                                                                            OUTLET                                                    FOR: CHRIS KING & JOANNE HILL                                                  Matters      E:mail- [email protected]
                 Issued For SARA Pre-Lodgement Meeting       16-2-2021 relevant Planning Approval Authority shall
              Issued For Noosa Council Pre-Lodgement Meeting 19-1-2021 be reported to TMC Building Design Group                                                                                                                                                                                                                                                                                                 Scale: 1:100 (A1) Date: DEC 2023 Issue:
Sk:1                  Issued For Initial Comments           26-11-2020 authorisation prior to said changes being                                                                                                                                                                                                  Drawn:     T. MICHAELS                  Designed:       T. MICHAELS             ‘The peak body for the Sheet No: 3 of 9. F
                                                                       implemented.
                                                                                                                                                                                                                                                                                                                                                                                                   Member
                                                                       TC 20 Dec 2023 10:35 PM - T:\TMC\\2020120-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG

                                                                                                                                                                                                                                                                                                                                                                                                                Page 26 of 731
    hr                                                                                                                                                                     Sr ee                                                                  —                       =        ea                        Te

Section 27

Page 27 of 731

Low-Level Eaves Gutter #2        Site Boundary 46.262M, 351° 59'
                                                          -——_— - ———_ - —— -                         ee                                                               -——    ee ee
                                               Me                                                                                  cnt              PT                  SS
                                                                                                                              eRz
                                             Wie        es                                                                    Se                                                                                      Roof Outline
                                                      i?
                                       os 4         Sek                                                 Fascia Truss Under         at     ahi    Ce           5                                              a -              er
                                                                                                                                                         Ue                                                       —_—————
                                      Sf     Se                                              Lo       Ze:       LESSOR              ul             ne
                                                                                           &                                                                       p=
                                   4                                                          fnnecEne SO          eee     fea                     ii                  Teil
                                                     —                                          SS ae                                                               =
                                               invas             Hatched area indicates the approx _—— es ee                                       Al 7               ia
                                                                  extent of the sloping Seating area                                                                  Ie                                       Se a       ee     ea
                                              lope                PVC canvas shade roof.                                                                          =a
                                                                                                rd                                                                                                                            Foe st
                                                                                                           Lower Roor   {ft l                                         L |                                   Sr                    Sap Tate Iw
                                                                                                                           Bs               aaa ras
                                     a me                                                                   niry nopy Roo  Tt                                          hh                                    ———              SS
                                                                                                                           Pil                                         ys
                                                                                                                         | fh        Middle Roof — T___Middle Roof ___ ns
                                 Y’     ee                                                                                      —— -Auto Bays      —Auto Bays.    El
                                    Fis —       ——|                                                                                       nat Slope 17                 |
                                                a                                                                                      2° Roof        oof Slope
                                      Under   —                                                 mama ss 5s x=         eee                      =      oe
                                              —                                                 SS                        ai               SSS Se       SS
                                                SS       y                                      mais ne]                                     nana!
                                              a
                                                a                                               a                                   Din
                                              ae            do                                  SESS                             =)      Out
                                                                                                                                            neO
                                                                                                ars
                                                Sh          43                                  b—___Fasoa Truss Under |      a eee
                                                — — |       4s                               v        eters
                                               ke-Away Roof} |                             R          ae Gat             SSS                          eee                    ae
                                                                                                                                                                             ze
                                       —h      TZ Roof Slope ||                                                                Se                                            gc
                                                                                                                                               ———SSSSETe                    Qe
                                                                                                                                                                             28
                                                — —}f                                                 (Auda BB   ad                         ——7                              as
                                                                                                                     vet)                                                    se
                                                                                                                                                                             Ba
                                                                                                                                     Pta          Pam
                                       —h       Sf]                                                                    |     Se eee
                                                                                                                     1
                                                                                                                     att
                                                                                                                       fl quemmemeniesss = 1.0" MOPS SN             es
                                       ——|      —i9i     q                                           peepee                                                       ee           ‘Low-Level                        ou
                                       I      —                                                        eet        re                                                EO to      Eaves Gutter #3                    00! lop
                                                ——S
                                                                                                                   ot  oe                                   See             SS
                                       —h                                                             Pseteo nT]          <<                   leaves Gute =                                                                                                                       DRAINAGE LEGEND
                                                                                                      = Fascia Truss Under ae                                              nS
                                       =i                                                          vY         as    |=                                                  eh     ‘Upper-Level                                                              1D
                                                                                                         Roof Outline Over
                                       —f                                                                                                                                      Eaves Gutter #1            ——_           SSSSSS=_=_==>SS=—s
                                                       _p—                                                                                                                                                                                                                            Sk
                                       =i             I,                                                                    SEES                                                                                                                         &                           e       Down Pipe
                                                                                                                                                                                                                                                                                             dp (U)= Upper Level Roof
                                       Set               13                                                                    Esse                                                                                                                                                          dp (M)= Mid-Level Roof
                                       =H              ees                                                                                                                                                                                                                                   dp (L)= Lower Level Roof
                                                         1°
                                       — ES            Se                                                                   a                                                                                                                                                        NOTE: Refer to the future Drainage/Roofing
                                     ==      Satay       le                                                                 pS                                                                                                                           I=
                                         gees          9                                                                                                                                                                                                                             Specifications for all down pipe, sump & overflow sizing.
                                                         {2
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                                                                                                                                      -_ —                                                                                                               Is
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                                        -——.-— => — a
                                                                                                                               Site Boundary 50.286M, 171° 59'

                                      PROPOSED                                  ROOF                   LAYOUT                        PLAN

                                      SCALE 1: 100

                                             | __ |© TMC Building Design Group 2023                                                                                                                                                                                                                       ee                       ee
  Ee                                    ne            © Design Copyright                 ISSUED FOR PLANNING APPROVAL                                                    PROPOSED CAR WASH +                                     AT: 34 (LOT 4, 5 & 6) ELM STREET                       42
                                                      These drawings may not be copied in whole
  pp                                                  or in part without the written consent of TMC                                                                                                                                    COOROY, QLD, 4563                                                TMC | Building Design Group
De [| waweemnaran [oma                                                                       NOT TO BE USED FOR CONSTRUCTION PURPOSES                                 TAKE AWAY FOOD & DRINK                                                                                            Design
                                                      Building Design Group. Any changes
Te [rar         tn anon a         cis | oma |                                                                                                                                                                                                                                           Matters         P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573
                                                      proposed by the Client, Council or the
                                                      relevant Planning Approval Authority shall                                                                                                                                FOR: CHRIS KING & JOANNE HILL                                                    E:mail- [email protected]
                                                      be reported to TMC Building Design Group                                                                                         OUTLET
  =               Issued For DA Planning Approval Ea                                                                                                                                                                                                                                    The peak body for the Sheet No: 4 of 9. |Job No: = 20- ico No: 20-032 DA DA| F
                                                      authorisation prior to said changes being
                                                      implemented.
                                                      TC 20 Dec 2023 10:35 PM - T:\TMC\\2020120-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG

                                                                                                                                                                                                                                                                                                                                        Page 27 of 731
                                                                                                                                                                                res
                                                                                                                                                                                                                                                                                                                                                             eee

Section 28

Page 28 of 731

‘Cooroy EcoWash open 5am - 10pm" text sign to be
                                                                                                                                                12° Colorbond corrugated roof LA ane                  ~4.2M x 1.0M, ~300-600mm high text. Text to be                                                                                                    1o
                                      Numbers indicate colour type of the                                                                       & gutters to Auto Wash ane                            fixed to the fascia truss.
                                                                                                                                                                                                      ce
                                      material, refer Color Schedule.                                                                             ogi      ZZ        ct                     tim:                              . Timber battens fixed to F.C.
                                      5° Colorbond corrugated roof sheeting &                                                                                                           eee                                     clad fascia trusses, typical ‘5° Colorbond corrugated                                                                   R
                                      gutters, with feature beam perimeter.                                                                            arr
                                      Timber battens fixed to F.C. clad          ©)                                                                                                =                                                      ®                  roof & gutters to Auto           Mid-level shade sail connected to                                      12° Colorbond corrugated
                                      to end fascia truss.                                                                            \                                                                                                                      Bay Entry Canopy.                building, refer Sh: 2-3 for locations.                                 roof & gutters to lower
                                                                     WL                                                                                                (Cooroy EcoWash                                                                            Gutter                                                                                             level roof.
                                                 TT               be                     4)                                                                            lopen ney                                                                                   11)
                                                                                                                                                                                   opm
                                                                                       Fascia              aa                                                                                      3)                ite                                           Cots           Wr                            a4                               @)        11)        ‘Timber battens fixed to F.C.
                                                                                                                                                                                                                                                                                                                                                                      clad fascia trusses, typical.
                                                                                                                                                                                                                                                                                                              Shade Sad
                                               uw    AWW WW"               {\     Vi                            ots               HN      tks            Di             BT                  oh}                      Way |          e3          vw AW               rT                                                  Cau                     Fascia    Column
                     NGL                             i                  f'     {\   Mi       QY                                                    (a          Aart      ia Oe      Yas              We en ee                                                 WY               may                           i       AI
                           —==                                                                                                              --y-                                            am                 eases eek                                                                                          fat                Se
                                                                                                                                                                      =                                                                                                                                                &,
                                              &                                                           Dashed line indicates approx:       &           5 Cots                                            Cots                                   ae          ee ~-~---~                  as                          =                 wi                        NGL
                                                                                                                                                                                                                                                                                ———
                                                                                                          location of the existing surface level.                          ‘Dotted areas indicates concrete panels                                                       Landscaping as per                          aE                        &
                                                                                                                                                                           with lower level profiled fillet rebates cast                                                 Landscape Arch dwgs.
                           WEST ELEVATION                                                                                                                                  into concrete panels where shown,                                                             Solid dark line indicates              Dotted areas indicates concrete panels with
                                                                                                                                                                           typical.
                                                                                                                                                                                                                                                                         finished surface level, typical.       lower level profiled fillet rebates cast into
                                                                                                                                                                                                                                                                                                                concrete panels where shown, typical.
                           VACUUM BAY STRUCTURE, CAR WASH BUILDING + TAKE-AWAY BUILDING

                                                                                                                                                                                                                                                          “Super Bays" sign to be ~3.0M x                                                                                                                       7 [imicer sera
                                                                                                                                                                                                                                                          0.6M, ~500mm high text.
                                                                   12° Colorbond corrugated roof                       ‘Cooroy EcoWash" sign to be ~3.4M x 0.6M,                                                                                          ‘Bay #" signs to be ~1.2M x 0.5M,                                                                                   Concrete Panels                   White- Lexicon *
                                                                   & gutters to Auto Wash Bay &                                                                                                                                                                                         !
                           “Touch Free" sign to be ~3.0M x 0.5M,   Plant Room roof areas.                             ~500mm high text. “open 5am-10pm" sign to                 Cantilevered roof over fascia trusses as                                   400mm high text.                                                                                                                                     | 3 Light Grey- Shale
5	1	147	1	1	4	4103	1190	51	24	93	Grey #
                           ~450mm high text. ‘Auto #* signs to be  5° Colorbond corrugated roof                          ~2.4M x 0.35M, ~ 350mm high text.                      per Wash Bay Sections.                                                    Numbers indicate colour type of the                                                                                 Concrete Panel Capping
                           ~1.2M x 0.5M, ~400mm high text.         & gutters to Auto Bay Entry ATT                               |   |                                          Timber battens fixed to F.C. clad                                         material, refer Color Schedule.                                                                                     Fascia Truss Cladding             Black painted cladding with
                       S|  Timber battens fixed to                 Canopy & Vending area roof.                                                                                                                                                                (Q)
                           fascia trusses, typical.                                                                                                                             fascia trusses, typical.                                                                                                                                                                                                        Aluminium Timber look Slats over
                                                    eM ATT                            |  il             coorey Bias                                                                                 =             ON a                en ern            re seas]                                                                                                                                                Black - “Night Sky" #
                                          cee                                                 Ill                                  600               (9)                                 600                                                                                            is                                                                                    Columns/Beams
                            @)                                                                                                                                                                                                                                                                                                                                                                                  Light Grey- Shale
5	1	178	1	1	4	4103	1358	51	23	93	Grey #
                   a            oor     {       TA                Terr                                                            La                                                              Fascia                                                                                                                                                                      Doors                             Black - Night
5	1	183	1	1	4	4052	1405	39	24	93	Sky #
                Z| Column,    ieee                  a                 FREE MAuto 2]                                                    Wash Bay 1 8                                                                                                                                                                                                                           Windows Framing                   Black - Night
5	1	188	1	1	4	4052	1452	40	23	89	Sky #
                      (5              het                                         Auto       |                                     Fascia                         6)     Wash Bay 2              2)                                                                            2                                                                                              Roofing Sheeting & Flashing       Light Grey- Shale
5	1	193	1	1	4	4104	1502	50	23	93	Grey #
                                                                                Wash 2 '    na a                                                                                                                                                                                                                                                                              Ceiling Lining Sheeting           10. Off White- Surfmist
                                          p=                                        sa       et           1)                                              |e              FSL 109.85             1)       Super Bay 1                   ®         Super Bay 2                  O)                                                                                                                               Black - “Night Sky"
                                                                                               fH        Palpoany                  Column                        Column                                                                                                                                                                                                       Gutters & Fascia Purlin           W
                             +         | TPS 109                                                         aS                   a           FSL 109.85                                                        FSL 109.80                               FSL 109.80                                                                                                               Wash Bay Internal Panel           12. Off White
                                                                                                 i
                               BIZ
                           a                       aa ----- 45+                              ~48)                      Dash         109 29   saline oan
         Landscaping as per               as                     coe      eens                        =               =e            pc a                          i aan ass bana                                                   ~~~ +                                    Footpath                                                                                          Fence cladding                    13, Black - Night
5	1	258	1	1	4	4053	1687	47	24	95	Sky
         Landscape Arch dwgs.        Column                                   ‘Aluminium glazed window                             cates finished floor level        ‘Steel column with lower                              re                                                                                                                                             oe a                                  Silver
                                                                                                                       of the Secure Storage Room beyond.                                                                            Solid dark line indicates finished
                                                                                                                                                                     level concrete panel beyond.                                    pavement level.                                                                                                                          PVC Canvas Shade Sail
                                                                              panels, typical,                         Change machine.
                           SOUTH ELEVATION                                    Metal clad security door.                Dotted areas indicates concrete panels                                                                       ‘Dashed line indicates approx.
                                                                                                                                                                                                                                    location of the existing surface level
                                                                                                                       with lower level profiled fillet rebates cast
                          CAR WASH BUILDING                                                                            into concrete panels where shown, typical.
                                                                                                                                                                                                                                                                                                                                                                                                    # Colour has been taken from the Colorbond steel range.
                                                                                                                                                                                                                                                                                                                                                                                                    * Colour has been taken from the Dulux paint range.

                                                             12° Colorbond corrugated roof
                         1                                   & gutters throughout.
                                                                                                                                         ‘Timber battens fixed to F.C.
                           PVC shade sail canopy
                                                                                                                                         clad fascia trusses, typical.
                           roof over seating area.
                                                                                                        Cooroy EcoWash                   Perforated screen to WC                                             BAYS           Soper Bays              BAY,                                1s
                                                                                                        open Sam - 10pm                  (for ventilation),                                                                                               —
                                                                                                                                                we                         BAY
                                          Shade: Sai       TOUCHE                                                                                            Wd                                                                                                                                                                                                                               aluminium timber look feature Slats & panel rebate areas.
                              eed                                       iT                                                                                        oe                                                                                                                                                                                                              Walls       Predominately painted concrete panel walls with windows,
                                                                                                                                                                                                                                                                                                                                                                                              The concrete panel along the eastern boundary (facing the
                     (SH                                      4                HEALTHY BITES         TAKE                                                                 11)                                                            2.1M high Colorbond:                                                                                                                                 Bowls Club) to be a full height painted mural in consultation
                     Col |                         Cots                                              AWAY.                              eg]                              Gutter                                                           fence around Bin Area    a3)                                                                                                                        with Council & Bowls Club.
                                                     5)                                                                                                   (4)                                                                                        Bin Area                                                                                                                    Roof        |
                                                                                                                                                                                                                                                                                                                                                                                              Steel deck roof pitched between 2°-12° to all building areas.
                                                 Seating Area                                                                                            Fascia                                                                                                     TH                                                                                                                        Canvas PVC shade sail over Seating Area.
                                                       4.         Wy  AY    rey                       ae       aa i          pena een Pages ee pe)                                                                                                               MT                                                                                                              Fascias     |
                                                    .    wy                 a                          4                     foe oe vi ge y                 ©                                                                                                                                                                                                                                 Painted FC panel cladding with, feature aluminium timber slats
                                                                                                                       1a
                    NGL         ono 18 B                                    ts                      ea]        FEE     a ee ERY                           ¢      eT                                        Driveway                     ‘\}                                                                                                                                                   fixed to fascia trusses as shown.
                                                                          a4                                                                       ae]
                                                                              aa                    Pe ]               a          bc  Sanaa                                                                                               (We                                Footpath
                                                                            &
                                                                            Ce                   ~~            ees]                         = tS  ria           Scots                                                                                              =i                   ANGLE                                                                                     Doors       Commercial Security door + Soild core metal clad Security
                                                                           S)eots   —             ¢          ——                                                                                                                                     —_                                                                                                                                        door to Secure Storage/Plant Room.
                                                                                                &                     S)cors                                                                                                                                                                                                                                                                  Auto Wash Bay clear roller doors (at exit end only).
                                                                                                                                          Dotted areas indicates concrete panels
                          SOUTH ELEVATION                                                        Metal clad security door.                with lower level profiled filet rebates cast                                                                                                                                                                                            Rainwater | Colorpond gutters & downpipes
                                                                                                 Aluminium sliding window to              into concrete panels where shown, typical.                                                                                                                                                                                              Goods
                          TAKE AWAY OUTLET BUILDING                                              survery area

po                                                                              FO TMC Building Design Group 2028               ISSUED FOR PLANNING APPROVAL                                                                                                                                                                                   AT:     34 (LOT 4,           5 & 6) ELM STREET                   i oe, eee
  pT
                                                                                © Design Copyright
          [eaepeamirwenan ‘(ain                                              |                                                                                                                                                                            PROPOSED CAR WASH +
                                                                                These drawings may not be copied in whole
                                                                                or in part without the written consent of TMC            NOT TO BE USED FOR CONSTRUCTION PURPOSES                                                                      TAKE AWAY FOOD & DRINK                                                                          COOROY,              QLD,       4563                     Design TMC | Building Design Group
                                                                                Building Design Group. Any changes
  ae Pe                                                                                                                                                                                                                                                                                                                                                                                                         Matters P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573
                                                                     10-05-2023 | proposed by the Client, Council or the
Pe [wat eon                                                          aa         relevant Planning Approval Authority shall                                                                                                                                                     OUTLET                                                       FOR:       CHRIS KING & JOANNE HILL                                 E:mail- [email protected]
                                                                                be reported to TMC Building Design Group
                                                                                authorisation prior to said changes being                                                                                                                                                                                                                                                                                       Scale: 1:100 (A1) Date: DEC 2023 Issue:
                                                                                implemented.                                                                                                                                                                                                                                                                                                          T. MICHAELS The peak body for the F
                                                                                                                                                                                                                                                                                                                                           Dra)                                       Designed                  building design profession
                                                                                TC 20 Dec 2023 10:35 PM - T:\TMC\\2020\20-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG                                                                                                                                                                              T. MICHAELS                                              Member

                                                                                                                                                                                                                                                                                                                                                                                                                Page 28 of 731
                                                                                                                                                                                                                                                 ee                —
                                                                                                                                                                                                                                                                                                     7              —                                                                                           SS a ra

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