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Reference Documents - Preliminary Engineering Plans 132005.638.04
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IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
NOOSA COUNCIL
SHEET C201 REFERENCE DOCUMENT
132005.638.04 18 DEC 2025
SHEET C202
CLEANAWAY DEPOT
TRANSFER STATION BUILDING
REVIVA CENTRE
SHEET C203
SHEET C204
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:750 (A1) - 1:1500 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C100
Design - CJT Drawn - CJT
SITE OVERVIEW AND KEY PLAN RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C100 SITE OVERVIEW Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C100 SITE OVERVIEW.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
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Page 2
IT IS THE RESPONSIBILITY OF THE
EXISTING 6.0 m DOUBLE
LEGEND GATE ENTRANCE 7 x CARPARKING BAYS
(5.4 m x 2.6 m)
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
EXISTING CONTOURS 3.0
COMMENCEMENT OF EXCAVATION
EXISTING PAVEMENT
5.4
PROPOSED EDGE OF BITUMEN
PROPOSED PAVEMENT WIDENING
2.6
PROPOSED LANDSCAPING
PROPOSED DRIVEWAY (ARCHITECT)
PROPOSED DESIGN (ARCHITECT) MATCH EXISTING 6.6 m CARRIAGEWAY
(3.0 m LANE + 0.3 m SHOULDER)
CLEANAWAY DEPOT
4 x CARPARKING BAYS
(5.4 m x 2.6 m)
SECURITY GATE SECURITY GATE
8.0 m SECURITY GATE
ACCESS UNDER DIRECTION ONLY
4.0
5.4
4.0
2.6
3.0
3.5
DELIVERY / COLLECTION ZONE
INDICATIVE BIO-BASIN LOCATION,
CIRCULATING CARRIAGEWAY GRADES
TOWARDS BASINS
10.8 5.4
[NOM. 21.5 m² FILTER AREA]
2.6
2.6
TRANSFER STATION BUILDING
[NOM. FFL RL 15.500] 5.4 5.4 7 x CARPARKING BAYS
4.5
(5.4 m x 2.6 m)
MIN.
2.6
REVIVA CENTRE
JOINS SHEET C202
[NOM. FFL RL 15.100]
8.0 8.0
INDICATIVE BIO-BASIN LOCATION,
EXIT CARRIAGEWAY FOR STAFF AND CIRCULATING CARRIAGEWAY GRADES
MRV (8.8 m) TRUCKS TOWARDS BASINS
[NOM. 21.5 m² FILTER AREA]
10.0
REVIVA SALES YARD
DROP OFF / PICK UP ZONE
FORKLIFT ACCESS ONLY
(NO PUBLIC USE)
JOINS SHEET C203
MATCH EXISTING 6.6 m CARRIAGEWAY
(3.0 m LANE + 0.3 m SHOULDER)
INDICATIVE BIO-BASIN LOCATION
[NOM. 92.0 m² FILTER AREA] EXISTING BIO-BASIN LOCATION TO
BE RETAINED AND UTILISED FOR
PROPOSED WORKS
GATE
[NOM. 92.0 m² FILTER AREA]
8.0 m SECURITY GATE
SECURITY
ACCESS UNDER DIRECTION ONLY
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:250 (A1) - 1:500 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
JOINS SHEET C203 contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C201
Design - CJT Drawn - CJT
GENERAL ARRANGEMENT SHEET 1 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C200 SITE LAYOUTS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C200 SITE LAYOUTS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 3
JOINS SHEET C201
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
PUBLIC ACCESS TO RESOURCE RECOVERY
3.0
WASTE VEHICLE ACCESS ONLY
3.5
DELIVERY / COLLECTION ZONE
JOINS SHEET C201
7.0
PUBLIC ACCESS
TO RESOURCE
RECOVERY
TRANSFER STATION BUILDING
FUTURE BUILDING [NOM. FFL RL 15.500]
[NOM. FFL RL 16.500]
DRIVE THRU RESOURCE
5.0
12.0 (4 x 3.0 m LANES)
WASTE
SORTING AREA
VEHICLES
ONLY
LOWER HARDSTAND AND RESOURCE RECOVERY BIN PAD
WASTE AND STAFF VEHICLE ACCESS ONLY
22 x CARPARKING BAYS
(5.4 m x 2.6 m)
2.6
5.4
INDICATIVE BIO-BASIN LOCATION
[NOM. 94.0 m² FILTER AREA]
JOINS SHEET C203
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:250 (A1) - 1:500 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
JOINS SHEET C203 contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C202
Design - CJT Drawn - CJT
GENERAL ARRANGEMENT SHEET 2 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C200 SITE LAYOUTS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C200 SITE LAYOUTS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 4
JOINS SHEET C202 JOINS SHEET C201
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
JOINS SHEET C202
CLEANWATER DRAIN
OFFSITE STORMWATER AND TREATED INTERNAL 6 / 2100 x 1500 REINFORCED
STORMWATER RUN-OFF CONCRETE BOX CULVERTS
[USIL 12.25, DSIL 12.20]
20.0
3.5
IDGE
ING W EIGHBR 9.6 m x 3.0 m WEIGHBRIDGE
OUTGO GATEHOUSE BUILDING
PUBLIC
E
HBRIDG
G WEIG
INCOMIN
PUBLIC
3.5
3.5
20.0
3.5
ALL PUBLIC VEHICLES TO
ACCESS AND EXIT WASTE
PROVISION FOR AT SOURCE RESOURCE RECOVERY STATION
WATER QUALITY TREATMENT VIA WEIGHBRIDGE
DEVICE (BIO-POD OR SIMILAR)
3.5 3.5
PROVISION FOR AT SOURCE
RRA PAD BY WATER QUALITY TREATMENT
DEVICE (BIO-POD OR SIMILAR) 3.5
OTHERS
GE
9.6 m x 3.0 m WEIGHBRIDGE
PRIVATE INCOMING WEIGHBRID
GATEHOUSE BUILDING
3.5
20.0
GE
PRIVATE OUTGOING WEIGHBRID
WEIGHBRIDGE FOR WASTE
20.0
ACCOUNT CUSTOMERS
JOINS SHEET C204
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:250 (A1) - 1:500 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
JOINS SHEET C204 contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C203
Design - CJT Drawn - CJT
GENERAL ARRANGEMENT SHEET 3 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C200 SITE LAYOUTS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C200 SITE LAYOUTS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 5
JOINS SHEET C203
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
3.5 3.5 ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
PROVISION FOR AT SOURCE
WATER QUALITY TREATMENT
DEVICE (BIO-POD OR SIMILAR) 3.5
GE
9.6 m x 3.0 m WEIGHBRIDGE
PRIVATE INCOMING WEIGHBRID
GATEHOUSE BUILDING
3.5
20.0
GE
PRIVATE OUTGOING WEIGHBRID
RRA PAD BY
WEIGHBRIDGE FOR WASTE
20.0
OTHERS ACCOUNT CUSTOMERS
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:250 (A1) - 1:500 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C204
Design - CJT Drawn - CJT
GENERAL ARRANGEMENT SHEET 4 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C200 SITE LAYOUTS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C200 SITE LAYOUTS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 6
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
01
03
9726
9731
9730
9724
02
04
9720
9729
9725
9722
9728
9608
9607
Check all dimensions before commencement of work.
SCALE 1:500 (A1) - 1:1000 (A3) Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
SP298776
contractor prior to commencement of works.
77
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C250
Design - CJT Drawn - CJT
TYPICAL SECTIONS OVERVIEW RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C250 TYPICAL SECTIONS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C250 TYPICAL SECTIONS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 7
DESIGN SURFACE
EXISTING SURFACE
TYPICAL SECTION 01
DESIGN SURFACE
EXISTING SURFACE
TYPICAL SECTION 02
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:200 (A1) - 1:400 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C251
Design - CJT Drawn - CJT
TYPICAL SECTIONS SHEET 1 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C250 TYPICAL SECTIONS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C250 TYPICAL SECTIONS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 8
DESIGN SURFACE
EXISTING SURFACE
TYPICAL SECTION 03
DESIGN SURFACE
EXISTING SURFACE
TYPICAL SECTION 04
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:200 (A1) - 1:400 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C252
Design - CJT Drawn - CJT
TYPICAL SECTIONS SHEET 2 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C250 TYPICAL SECTIONS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C250 TYPICAL SECTIONS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 9
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
BULK EARTHWORKS NOTES
1. STRIP ALL TOPSOIL CONTAINING ORGANIC MATTER TO A DEPTH OF
100mm AND SPOIL TO SUITABLE STOCKPILE AREA. REMOVE RUBBLE
MATERIAL, OVERSATURATED MATERIALS, ORGANIC MATTER AND
OTHER UNSUITABLE MATERIAL FROM THE SITE.
2. EARTHWORKS ON ALLOTMENTS SHALL BE CARRIED OUT IN
ACCORDANCE WITH AUSTRALIAN STANDARDS AS3798 - GUIDELINES
ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
DEVELOPMENTS - COMPACTION TO 95% STANDARD (AS1289E1.1).
3. SIMILARLY, SUBGRADE COMPACTION TO 98% STANDARD
(AS1289E1.1). REMOVE ANY SOFT OR COMPRESSIBLE ZONES AND
SHEET C302 REPLACE WITH SUITABLE MATERIAL.
4. SUPERVISION, INSPECTION & TESTING SHALL BE CARRIED OUT TO
LEVEL 1 STANDARD U.N.O. FREQUENCY OF COMPACTION TESTS ARE
AS FOLLOWS:
LOCATION FREQUENCY
17 16
FINISHED LEVEL OR ROAD SUBGRADE (IN
1 per 100 m
CUT OR FILL)
ALLOTMENT FILL WHERE DEPTH 300 - 500mm 1 per LOT
SHEET C301 ALLOTMENT FILL WHERE DEPTH > 500mm 1 per LOT/500mm
16
LEVEL OF INSPECTION FOR ALLOTMENT FILL LEVEL 1
16
5. QUALITY TESTS OF IMPORTED MATERIAL ARE REQUIRED AT A RATE
OF 1 TEST PER 400 cu m OR PART THEREOF.
16
15
6. IMPORTED FILL MATERIAL SHALL BE LOW PLASTICITY GRANULAR
FILLING. PLACE FILL TO THE BUILDING PLATFORM AREAS IN LAYERS
OF LOOSE THICKNESS APPROPRIATE TO THE TYPE OF MACHINERY
15
BEING USED AND NOT GREATER THAN 250mm. ANY UNSUITABLE
16 MATERIAL SHALL BE IDENTIFIED, REMOVE AND REPLACE AS
15
SPECIFIED.
16
7. ALL TESTING OF EARTHWORKS SHALL BE CARRIED OUT AT THE
16
CONTRACTORS EXPENSE UNLESS NOTED OTHERWISE.
STOCKPILE NOTE
16
1. STOCKPILES OF CONSTRUCTION AND LANDSCAPING MATERIALS,
AND OTHER SITE DEBRIS, SHALL BE LOCATED CLEAR FROM ANY
POSITION FROM WHICH IT COULD BE WASHED ONTO ANY FOOTPATH,
15
15 NATURE STRIP, ROADWAY, OR INTO ANY DRAIN OR WATERCOURSE.
16
APPROXIMATE CUT/FILL VOLUMES
15 1. INCLUDES ALL QUANTITIES BETWEEN EXISTING (LESS 150) AND
FINISHED SURFACES (LESS 150). PAVING BOXING QUANTITY (300 DEEP)
NOT INCLUDED.
16
TOTAL CUT XXX.XXXm3
15
TOTAL FILL XXX.XXXm3
BULK EARTHWORKS LEGEND (100mm INC.)
14
15
CUT FILL
PROPOSED EARTHWORKS 0.00 - 0.10m
14
PROPOSED EARTHWORKS 0.10 - 0.20m
PROPOSED EARTHWORKS 0.20 - 0.30m
PROPOSED EARTHWORKS 0.30 - 0.40m
PROPOSED EARTHWORKS 0.40 - 0.50m
PROPOSED EARTHWORKS 0.50 - 0.60m
PROPOSED EARTHWORKS > 0.60m
15
EXISTING CONTOURS 3.0
DESIGN CONTOURS 3.0
SCALE 1:500 (A1) - 1:1000 (A3)
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN WASTE TRANSFER Site - Project No. 244035 Sheet No. C300
Design - JIC Drawn - JIC
BULK EARTHWORKS OVERVIEW STATION - TRAFFIC CONCEPT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C300 BULK EARTHWORKS Issue : B
Scales - AS SHOWN B 20/12/24 PRELIMINARY JIC COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 28/11/24 PRELIMINARY JIC
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C300 BULK EARTHWORKS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 10
16
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
16
15
16
16
16
15
16
15
16
15
14
15
14
BULK EARTHWORKS LEGEND (100mm INC.)
CUT FILL
PROPOSED EARTHWORKS 0.00 - 0.10m
PROPOSED EARTHWORKS 0.10 - 0.20m
PROPOSED EARTHWORKS 0.20 - 0.30m
PROPOSED EARTHWORKS 0.30 - 0.40m
PROPOSED EARTHWORKS 0.40 - 0.50m
PROPOSED EARTHWORKS 0.50 - 0.60m
PROPOSED EARTHWORKS > 0.60m
15
EXISTING CONTOURS 3.0
DESIGN CONTOURS 3.0
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:250 (A1) - 1:500 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C301
Design - CJT Drawn - CJT
BULK EARTHWORKS SHEET 1 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C300 BULK EARTHWORKS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 10.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C300 BULK EARTHWORKS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 11
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
17 16
16
16
16
15
15
15
15
15
BULK EARTHWORKS LEGEND (100mm INC.)
CUT FILL
PROPOSED EARTHWORKS 0.00 - 0.10m
PROPOSED EARTHWORKS 0.10 - 0.20m
PROPOSED EARTHWORKS 0.20 - 0.30m
PROPOSED EARTHWORKS 0.30 - 0.40m
PROPOSED EARTHWORKS 0.40 - 0.50m
PROPOSED EARTHWORKS 0.50 - 0.60m
PROPOSED EARTHWORKS > 0.60m
EXISTING CONTOURS 3.0
DESIGN CONTOURS 3.0
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:250 (A1) - 1:500 (A3) the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
JOINS SHEET C202 contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C302
Design - CJT Drawn - CJT
BULK EARTHWORKS SHEET 2 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C300 BULK EARTHWORKS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 10.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C300 BULK EARTHWORKS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 12
RSCL000 DTMRINTERSECTION
IP CH.9.681 RL.19.566
IP CH.0 RL.19.857
RSCL013 CLEANAWAY ROADINTERSECTION
CH.0.000
IP CH.32.73 RL.17.097
IP CH.278.603 RL.14.993
HI CH.225.588 RL.15.02
IP CH.225.588 RL.15.02
IP CH.204.328 RL.14.98
RSCL002INTERSECTION
IP CH.99.645 RL.14.583
LO CH.167.343 RL.14.112
RSCL 004INTERSECTION
IP CH.173.49 RL.14.055
CH.75.500
CH.88.700
CH.154.000
6/ 2.1m x 1.5m BOX CULVERTS
CULVERT IL = RL 12.225
Horiz Curve Data R200m R20m
Vertical Geometry Grade -3% -10.714% -3.756% -0.716% 3% 0.188% -0.05%
Vertical Grade Length 9.681m 23.049m 66.914m 73.845m 30.838m 21.259m 53.015m
Vertical Curve Length V.C. 10m V.C. 30m V.C. 25m V.C. 20m V.C. 30m
Vertical Curve Radius R 129.63m R 431.167m R 822.2m R 538.242m R 1066.878m
Datum R.L.4.0
19.857
19.716
19.470
19.031
18.704
18.467
17.358
16.893
16.533
16.073
15.321
15.053
14.681
14.678
14.670
14.494
14.442
14.438
14.294
14.151
14.126
14.112
14.146
14.148
14.261
14.355
14.530
14.773
14.797
14.874
15.008
15.009
15.020
15.013
15.002
14.993
Design Control Line
19.416
18.848
18.490
18.221
17.101
16.840
16.540
16.050
15.322
15.075
14.677
14.673
14.663
14.480
14.426
14.422
14.297
13.848
13.282
12.116
13.543
13.603
13.735
13.201
14.512
14.521
14.321
14.320
14.354
14.462
Natural
Depth of
-0.054
-0.183
-0.214
-0.246
-0.256
-0.054
-0.022
99.539 -0.004
99.645 -0.005
100.000 -0.007
112.145 -0.014
119.321 -0.017
120.000 -0.015
160.000 -0.303
163.490 -0.844
167.343 -1.997
173.317 -0.603
173.490 -0.544
180.000 -0.527
183.490 -1.154
219.328 -0.496
220.000 -0.488
225.588 -0.699
240.000 -0.693
260.000 -0.649
278.603 -0.531
0.007
0.001
0.022
140.000 0.002
Cut or Fill
189.328
198.868
200.000
204.328
14.681
17.730
20.000
32.730
40.000
47.730
60.000
80.000
87.145
0.000
4.681
9.681
Chainage
CONTROL LINE RSCL001 ENTRY LONGITUDINAL SECTION
HORIZ. 1000 (A1)
VERT. 100 (A1)
Check all dimensions before commencement of work.
SCALE 1:750 (A1) - 1:1500 (A3) Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C500
Design - CJT Drawn - CJT
LONGITUDINAL SECTIONS RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C500 LONGITUDINAL SECTIONSIssue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C500 LONGITUDINAL SECTIONS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 13
-0.1% 0.8%
-2.0% 2.0%
EASTING 502532.013
EASTING 502472.202
NORTHING 7075957.735
NORTHING 7075961.711
DATUM 11.000 DATUM 11.000
14.228
14.234
14.294
14.354
14.360
15.319
15.319
15.321
15.347
15.349
DESIGN DESIGN
SURFACE SURFACE
14.228
14.235
14.297
14.359
14.371
15.058
15.121
15.322
15.321
15.321
NATURAL NATURAL
SURFACE SURFACE
-3.300
-3.000
0.000
3.000
3.300
-3.300
-3.000
0.000
3.000
3.300
OFFSET OFFSET
CH 80.000 CH 140.000
0.5% -0.5% -2.0% 2.0%
EASTING 502512.145
EASTING 502452.205 NORTHING 7075960.028
NORTHING 7075962.031 DATUM 11.000
DATUM 12.000
14.372
14.378
14.438
14.498
14.504
DESIGN
16.089
16.088
16.073
16.058
16.056
DESIGN SURFACE
SURFACE
14.330
14.338
14.422
14.555
14.570
NATURAL
15.966
16.039
16.050
16.028
16.026
NATURAL SURFACE
SURFACE
-3.300
-3.000
0.000
3.000
3.300
-3.300
-3.000
0.000
3.000
3.300
OFFSET
OFFSET
CH 120.000
CH 60.000
0.5% -0.5% -1.9% 1.9%
EASTING 502437.207 EASTING 502492.2
NORTHING 7075962.271 NORTHING 7075961.391
DATUM 13.000 DATUM 11.000
16.661
16.660
16.645
16.630
16.628
14.608
14.614
14.670
14.728
14.734
DESIGN DESIGN
SURFACE SURFACE
16.655
16.655
16.650
16.646
16.643
14.594
14.600
14.663
14.813
14.830
NATURAL NATURAL
SURFACE SURFACE
-3.300
-3.000
0.000
3.000
3.300
-3.300
-3.000
0.000
3.000
3.300
OFFSET OFFSET
CH 45.000 CH 100.000
Check all dimensions before commencement of work.
SCALE 1:1000 (A1) - 1:2000 (A3) Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C600
Design - CJT Drawn - CJT
CROSS SECTIONS SHEET 1 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C600 CROSS SECTIONS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C600 CROSS SECTIONS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025
Page 14
-2.0% 2.0%
EASTING 502582.701
NORTHING 7075936.481
DATUM 9.000
14.731
14.737
14.797
14.857
14.863
DESIGN
SURFACE
NATURAL
SURFACE
-3.300
-3.000
0.000
3.000
3.300
OFFSET
CH 200.000
-2.0% 2.0%
EASTING 502571.5
NORTHING 7075952.064
DATUM 8.000
14.195
14.201
14.261
14.321
14.327
DESIGN
SURFACE
13.242
13.299
13.735
14.105
14.148
NATURAL
SURFACE
0.000
3.000
3.300
-3.300
-3.000
OFFSET
CH 180.000
-2.0% 2.0%
EASTING 502551.881
NORTHING 7075955.442
DATUM 9.000
14.085
14.091
14.151
14.211
14.217
DESIGN
SURFACE
13.687
13.705
13.848
14.039
14.046
NATURAL
SURFACE
-3.300
-3.000
0.000
3.000
3.300
OFFSET
CH 160.000
Check all dimensions before commencement of work.
SCALE 1:1000 (A1) - 1:2000 (A3) Check Site boundary dimensions from the Title plans
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CJT Drawing title - Project - DOONAN RESOURCE Site - Project No. 244035 Sheet No. C601
Design - CJT Drawn - CJT
CROSS SECTIONS SHEET 2 RECOVERY REDEVELOPMENT 561 EUMUNDI-NOOSA ROAD, Digital Ref : C600 CROSS SECTIONS Issue : A
Scales - AS SHOWN COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA SHIRE COUNCIL DOONAN This Document is copyright and shall not be copied
A 13.02.2025 PRELIMINARY ISSUE CJT
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - PRELIMINARY (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\244035_3605\Design (Covey)\Drawings - Concept Design\Uncontrolled\C600 CROSS SECTIONS.dwg Plot 24 February 2025 - 11:31 AM
Document Set ID: 23617068
Version: 1, Version Date: 05/03/2025