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Approved Plans MCU17 0076 & OPW17 0224
Plans and drawings
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Proposed Clothes Dryi
Cone ine tobe neuen is area
ofthe privat open space
Proposed Residence - Unit B
Approximate Pad RL 24m
Approximate GF. FFLRL27m
‘Approximate FF. FFL RLS74m
(Flood Certfcate Cer17/1361)
Location and size tobe verfed on ste
Buller to ensure surface waters to fll
‘away fromthe proposed bulking and
Prevent pooing in excavated locations.
Proposed Unit B P.O.S
Approximately 112.6m2 private open space
tobe verfed onsite. Purple Hatched)
Proposed Unit B Pool
Location and size tobe verified on ste
oo Size 2850mm wie x 8400mm long
ool Fence te QDCNCC,
Proposed Unit A Pool
Location and sie tbe vero on st.
oo Se 28S0nm ide x 400m ng
Pool Fence to QDCNC.
Proposed Unit A P.O.S
‘Approximately 12.6 m2 private open space
to be verfed onsite. (Purple Hatched)
Proposed Residence - Unit A
Approximate Pad RL 2.4m
Approximate GF. FFL RL 2.7m
Approximate FF FFL RL§.74m
(Flood Certfeate Ca17/1361)
Location and size tobe verified on ste
Builder to ensure surface waters to fll
‘away fromthe proposed buling and
Prevent pooing in excavated locations.
Proposed Clothes Dryin,
apm
os
EDWARD STREET
FeatweEnty
_ . Landscape [— Sceared Stage
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Clothesline to be included inthis area
ofthe private open space
NOOSA COUNCIL
APPROVED PLAN
MCU17/0076 & OPW17/0224
4 SEP 2017
PROPOSED SITE PLAN
Proposed BI k
‘rang atch ences extent of proposed
ocr taining walinacordance wc
engineers pans. Refer to engineers pan or
‘ean dts. Maxhoght 620mm
Sole boundary fence over, 1.8m above FL
Existing Residence
Locaton and #2 ob vi on ste
Aleengbuldings ad tuctues tobe
comply reveddecshed fr rogosed
Silex development ajo vegetaton tbe
‘emoved as shown nee dash Ine
Proposed Bin Storage
‘Screened from vow 1400mm x 700mm pad for
rubbish bins. Location and size tobe verified.
Proposed Driveway
Locaton and sz ob vena
onsite. Poposed driveway in
cordance with SEO RISO dts
Proposed Front
Boundary Fencing
Approx. 000m high sles pained
timber picket fencing
Proposed Bin Storage
‘rene fom view 1500mm 200mm pad for
rubbish ins Location and size tbe vr
Existing Side
Boundary Fencing
Evisng block boundary fence to remain
2 equred. Engineer anim adequacy for
{ses sto reaning wal
Select inber ncn be placed oor xising
fence to bing os Max Hot of
Real Property Description
Lot 06 on RP.112875
Patsh of Weyoa
County of March
Brea: 613.1 nF
Site Cover: 38.9% (245-1m)
Local Authority
Noosa Councl
Landscaping Totalard & Soft)
27391
Landscaping Sof: 177m (64%)
IN
Site Plan Notes
Surface water drainage must be prevented rom
entering the bulding with FGL siping away
from the buiding & fished slab eves.
‘The buldris responsible to check al existing
semis prior to begining construction.
Stabilsed cut and fi batters tobe a
minimum of 000mm away trom footings
andar to have 1 int max. gradient.
(Grade finished surace level
{fam sia and footings.
Poston of proposed bung
be verified by builder on ite.
Location of existing sences tobe
‘ered by bude prior to constuction,
Downpipe & Gutters
‘See cil design fr downpipe fow rates.
Layout ta be chacked for compliance by
qualfed parsons prior to ordering and
construction,
Allsltted gutters and downpips to be
installed to NCC and or AS3500 (relevant
pats).
Materials used are to be compatible with all
components upsteam and down stream
Climate Code Requirements
Energy efficiency assessor to confim
adequacy of proposed constuction.
Provide insulation to N.C.C. code quirements
‘orto BERS oetfication requirements.
Stormwater Note
All stormwater drainage shall bein accordance
with AS. 3500.3,
All strwater drainage shal bein accordance
with SC.RC. quidetnes to minimise erosion
‘and scouring. Stomwaterfow other than
natural ovefand flow shal nat be discharged
‘onto neighbouring propery.
Al stormwater drainage designs preliminary
‘and shal be confirmed by a licenced hydraulics
‘Seale 1200 @ AS designer.
© cere ata pc ni nase peptone Rae ot ot tn ened on ug ap Pr a bef ett
Revision Schedule Client Name! The Property Clinic +
| O et aaa | —Revsonbesaeion” [oven Cal —| Tou) | Project AGGOSS 75 ward Stet NOOSamIe Sheet Number:02 Project Number:17-027
Iz DR Drawing Set ieaosr2017 Cee 5 -
BUILDING DESIGN | DA Drawing Set 7 [z0r06/2017 =>} Site Plan
Email: bradley.hur com.au [© DA Drawing Set 12 jozroB/20T7 Wind Category: To engineers spec. oO |
‘wabette: wwe corbullengdasign.com 2 Project Issue Date: 02/08/2017 \ Project Status: Development Application Set 1.2 __Scale:As indicated
Phone: 0488209840 Checked’Signed By Director: Bradley Hunt Drawn By: ‘Aaron Waters QBCC LICH 126221
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Full text of pages 2 to 7 (of 12)
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beginning constuction work
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equations.
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LELSLIMOINiey
Email: bradley hur
‘website: wwww.iconbuildingdesign.com.au
Revision Schedule Client Name! The Property Clinic , a .
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Phone: 0488209840
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Email: bradley hur
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Revision Schedule Client Name: The Property Clinic 7 7 .
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‘website: www.iconbuildingdesign.com.au Project Issue Date: 02/08/2017 Project Status: _ Development Application Set 1.2 ‘Scale: 1: 100
Phone: 0488209840 ‘Checked/Signed By Director: Bradley Hunt == Drawn By: ‘Aaron Waters QBCC LIC# 126221
Page 6
NOTE:
THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
COLOUR SEPARATION FOR GREATER CLARITY. WORKING
PROPOSED DEVELOPMENT
WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
HAVE THE CORRECT PRESENTATION AND SHOULD
CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
25 EDWARD ST, NOOSAVILLE
CIVIL OPERATIONAL WORKS PACKAGE
FOR THE PROPERTY CLINIC
GENERAL NOTES
1. THE DEVELOPER IS TO NOMINATE THE SUPERINTENDENT FOR THE WORKS AND
DRAWING INDEX 2.
NOTIFY ALL RELEVANT PARTIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
ALL DIMENSIONS ON THE DRAWINGS ARE IN METRES UNLESS SHOWN OTHERWISE.
DRG. DO NOT SCALE OFF THESE DRAWINGS. IF IN DOUBT ASK SUPERINTENDENT FOR
DESCRIPTION CLARIFICATION.
NO. 3. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH THE DEVELOPMENT
GENERAL CONDITIONS, CURRENT COUNCIL (AND OTHER RELEVANT AUTHORITY) GUIDELINES
AND STANDARD DRAWINGS UNLESS DIRECTED OTHERWISE.
C001 TITLE SHEET, DRAWING INDEX AND LOCALITY PLAN 4. THE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH RELEVANT LOCAL
AUTHORITY SPECIFICATIONS (OR INERTIA ENGINEERING SPECIFICATIONS IF
EROSION AND SEDIMENT CONTROL SUPPLIED). ANY POINT OF CONFLICT IS TO BE IDENTIFIED BY CONTRACTOR AND
C100 EROSION AND SEDIMENT CONTROL LAYOUT PLAN WILL BE RESOLVED BY THE SUPERINTENDENT. THE ACCURACY AND
COMPLETENESS OF EXISTING SERVICES INFORMATION SHOWN ON THE DRAWINGS
C110 EROSION AND SEDIMENT CONTROL DETAILS IS NOT GUARANTEED.
C120 EROSION AND SEDIMENT CONTROL NOTES 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL EXISTING SERVICES ON
SITE PRIOR TO CONSTRUCTION AND LAYING OF ANY SERVICES AND ADVISE THE
BULK EARTHWORKS SUPERINTENDENT OF ANY DIFFERENCES FROM THE DRAWINGS. ANY DAMAGE TO
EXISTING SERVICES WILL BE REPAIRED AT THE CONTRACTORS COST.
C200 BULK EARTHWORKS LAYOUT PLAN
6. REFER TO HYDRAULIC, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL
ACCESS AND GRADING SITE SERVICES TO BE CO-ORDINATED FOR CONSTRUCTION.
7. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE
C300 ACCESS AND GRADING LAYOUT PLAN REQUIREMENTS OF THE COMMONWEALTH WORK HEALTH AND SAFETY ACT 2011.
8. ALL SETTING OUT IS THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO WORKS
STORMWATER DRAINAGE COMMENCING ON SITE. THE SUPERINTENDENT'S SURVEYOR SHALL PEG ALL
C400 STORMWATER DRAINAGE PRE-DEVELOPMENT CATCHMENT LAYOUT PLAN ALLOTMENT BOUNDARIES, PROVIDE CO-ORDINATE INFORMATION TO THESE PEGS
AND PLACE BENCH MARKS. THE CONTRACTOR SHALL SET OUT THE WORKS FROM
SITE OF WORKS C405
C410
STORMWATER DRAINAGE POST-DEVELOPMENT CATCHMENT LAYOUT PLAN
STORMWATER DRAINAGE LAYOUT PLAN
AND MAINTAIN THESE PEGS.
9. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY HOUSEHOLDERS
EITHER BY DUST, NOISE, FLOODING OR DISCONNECTION OF SERVICES. (FOR
C420 STORMWATER DRAINAGE LONGITUDINAL SECTIONS MARKETING REASONS IT IS ESSENTIAL THE SITE IS KEPT IN A TIDY STATE EVEN
DURING CONSTRUCTION. THE CONTRACTOR SHALL ALLOW IN HIS TENDER TO
SEWER CONNECTION
CLEAN-UP THE SITE INCLUDING REMOVAL OF RUBBISH AND EXCESS SOIL,
C500 SEWER CONNECTION LAYOUT PLAN STACKING OF LOOSE PIPES AND GRADING OF DISTURBED AREAS AS DIRECTED
EACH FRIDAY AFTERNOON TO PRESENT THE SITE IN THE MOST ATTRACTIVE
WATER CONNECTION MANNER AT ALL TIMES).
C600 WATER CONNECTION LAYOUT PLAN 10. TRANSPORTATION ROUTES FOR IMPORTED AND EXPORTED MATERIALS TO BE
APPROVED BY THE LOCAL COUNCIL.
11. UNDERTAKE ACTIVITIES ASSOCIATED WITH THE OPERATION OF THE USE ONLY
BETWEEN THE HOURS OF 6.30am TO 16.30pm MONDAY TO FRIDAY UNLESS STATED
OTHERWISE IN THE DEVELOPMENT CONDITIONS.
12. ALL ROAD DIMENSIONS ARE TO NOMINAL SETOUT LINE OF KERBS OR EDGE OF
PAVEMENT UNLESS SHOWN OTHERWISE.
13. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY BE VARIED
WITH SUPERINTENDENTS APPROVAL AS REQUIRED TO ACHIEVE SATISFACTORY
CONNECTIONS.
14. ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION WORKS TO BE TOPSOILED
(100mm MINIMUM THICKNESS) AND GRASS SEEDED.
15. EXISTING TREES TO BE RETAINED SHALL BE NO CLOSER THAN 450mm FROM THE
TRAVEL PATH.
REFERENCED GUIDELINES & STANDARDS 16. IF APPLICABLE - ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH A.S. 3798 -
WITH LEVEL TWO SUPERVISION UNLESS NOTED OTHERWISE BY THE
SUPERINTENDENT. FOR ADDITIONAL EARTHWORKS NOTES REFER EARTHWORKS
WATER SERVICES ASSOCIATION OF AUSTRALIA DESIGN DRAWINGS WHICH SUPERSEDES THIS NOTE.
WSA CODE - WATER SUPPLY CODE OF AUSTRALIA - PARTS 0 TO 4 17. IF APPLICABLE - NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN
ON THE CROSS SECTIONS THE ACTUAL LIMITS SHALL BE DETERMINED ON SITE BY
LOCALITY PLAN WSA CODE - SEWER CODE OF AUSTRALIA - PARTS 0 TO 4 THE SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY THE FINISHED
SURFACE CONTOURS MAY BE ADJUSTED BY THE SUPERINTENDENT DURING
EXTRACTED FROM GOOGLE MAPS © 2017 SEQ CODE FOR WATER SUPPLY AND SEWER DESIGN AND CONSTRUCTION CONSTRUCTION.
NOT TO SCALE 18. ANY REQUIRED SERVICE CONDUITS FOR THE DEVELOPMENT SHALL BE INSTALLED
SEQ WS&S D&C CODE - DESIGN CRITERIA
TO COUNCIL,ENERGEX, TELSTRA, OPTUS AND GAS AUTHORITY STANDARDS AT
SEQ WS&S D&C CODE - AMENDMENT TO SEWERAGE CODE OF AUSTRALIA LOCATIONS DETERMINED BY THE RELEVANT AUTHORITIES WITH COSTS BORNE BY
THE DEVELOPER.
SEQ WS&S D&C CODE - AMENDMENT TO WATER SUPPLY CODE OF AUSTRALIA
19. SUBGRADE TEST RESULTS TO BE FORWARDED TO THE SUPERINTENDENT FOR
AUSTRALIAN STANDARDS (AS) PAVEMENT DESIGN DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION.
TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER TESTS AS REQUESTED BY THE
AS 3798 - 2007 EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS SUPERINTENDENT.
AS 1289.1.1 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES 20. TEMPORARY WARNING DEVICES TO BE ERECTED AS PER "MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES" AND RELEVANT COUNCIL GUIDELINES TO ENSURE
AS 2890.1 OFFSTREET CARPARKING SAFE WORKING CONDITIONS FOR WORKERS, PEDESTRIANS AND PASSING TRAFFIC.
AS 3500-2003 PLUMBING AND DRAINAGE 21. SURVEY BENCHMARKS ARE TO BE CONFIRMED ONSITE PRIOR TO CONSTRUCTION
AND USED AS REFERENCE FOR ALL CONSTRUCTION SETOUT AND PERMANENT
INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA) SURVEY MARKS ARE TO BE INSTALLED AS PER COUNCIL STANDARDS.
IECA AUSTRALIA GUIDELINES AND STANDARD DRAWINGS
NOTE:
- 1. ALL PLANS TO BE READ IN CONJUNCTION WITH
NOOSA COUNCIL RELEVANT CONSTRUCTION SPECIFICATIONS. REFER
GENERAL NOTE 4.
APPROVED PLAN 2. ALL PLANS TO BE READ IN CONJUNCTION WITH
GENERAL NOTES ON THIS DRAWING.
MCU17/0076 & OPW17/0224
4 SEP 2017
FOR APPROVAL
NORTH POINT: ARCHITECT: CLIENT: SCALE BARS: PROJECT: DRAWING TITLE:
PROPOSED DEVELOPMENT TITLE SHEET, DRAWING 7508
ICON BUILDING THE PROPERTY
25 EDWARD STREET, INDEX & LOCALITY PLAN JOB No.
DESIGN CLINIC
02 FOR APPROVAL 03.08.17 IE SC Unit 5B/85 Hudson Road
Albion, QLD 4010
NOOSAVILLE, QLD, 4566.
01 PRELIMINARY ISSUE 13.06.17 IE
ABN 82 115 498 023
E-mail: [email protected] Phone: 3857 7868
Fax: 3262 7359 DESIGNED: APPROVED: RPEQ No.
C001 02
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV DESCRIPTION DATE DRAWN APPROVED IERNST DWG. No. REVISION
SCOTT CLEMENTS 9382
Page 7
LEGEND NOTE:
THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
SITE BOUNDARY COLOUR SEPARATION FOR GREATER CLARITY. WORKING
WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
XX.XX EXISTING CONTOURS (INTERVAL 0.25m)
THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
XX.XX BULK EARTHWORKS CONTOUR (INTERVAL 0.10m) HAVE THE CORRECT PRESENTATION AND SHOULD
CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
PROPOSED CHANGE OF GRADE
EXISTING KERB
EXISTING SEWERAGE
EXISTING TELSTRA
EXISTING WATER PP
EXISTING OVERHEAD ELECTRICITY
PROPOSED EXTENT OF EXCAVATION
PROPOSED EXTENT OF FILLING
5
RP81559
FPLXX.XXXm FINISHED PAD LEVELS
XX.XXXm EARTHWORKS SURFACE ELEVATION LABEL
XX.XXXm EXISTING SURFACE ELEVATION LABEL
X.XXH PROPOSED RETAINING WALL HEIGHT
S
CP
GTP492
EARTHWORKS VOLUMES
(EXISTING SURFACE TO EARTHWORKS SURFACE)
5m
8m
3m
9m
1.
TOTAL CUT 45m³
79
73
74
0.60H - 0.60H 0.60H - 0.60H 0.60H - 0.60H 0.60H - 0.00H
75
76
0m
1.
1.
1.
1.
TOTAL FILL 340m³
2m
TOTAL BALANCE FPL2.370m 1.70 .75
295m³ 1
(IMPORTED FILL) FPL2.400m
2.30
2.20
2.10
2.00
1.90
1.80
FFL2.370m
FFL2.550m
1.70
0
EARTHWORKS LEVELS 1.7 15.2%
1.
FPL2.400m
65
1. EARTHWORKS VOLUMES AND LEVELS BASED ON DRIVEWAY /
9m
CAR PARK SLAB THICKNESS OF 150mm AND BUILDING SLAB FPL2.370m FFL2.550m
6m
FFL2.370m
2.
2.
52
THICKNESS OF 150mm. REFER STRUCTURAL DESIGN DRAWINGS
36
18
1.
4m
6m
AT DETAILED DESIGN STAGE FOR FINAL PAD THICKNESS.
2. ALL RETAINING WALL HEIGHTS ARE TO EARTHWORKS SURFACE
1.60
1.50
1.50
LEVELS AND TO NEAREST 100mm HEIGHT. FPL2.550m
EDWARD STREET
1.60 26m
FFL2.700m
5
2.30
2.20
2.10
2.00
1.90
1.80
1.70
1.
6m
EARTHWORKS NOTES: FPL2.400m
61
1.60
1.
1. STRIP SITE OF ALL TOPSOIL, VEGETATION, EXISTING ASPHALT AND FFL2.550m 11.5%
ANY OTHER DELETERIOUIS MATTER TO A MINIMUM DEPTH OF 150mm.
m
2. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. SOFT SPOTS TO BE 0 46
1.6 1.4
1. 4m
7m
7m
REMOVED AND BACKFILLED. ALL NATURAL SUBGRADE IS TO BE FPL0.950m
1.
1.8
43
43
33
48
0
1.
1.
COMPACTED TO 98% STANDARD COMPACTION IN ACCORDANCE WITH
7m
FFL0.950m 16.7%
0.70H - 0.60H
AS1289 PRIOR TO PLACEMENT OF FILL MATERIAL.
1.50
1.40
3. UNLESS SPECIFIED OTHERWISE ANY EXISTING FILL MATERIAL IS TO BE
1.70
CP 6
1.70
REMOVED AND RE-COMPACTED TO 98% STANDARD COMPACTION IN 2.6% 9.8%
1.80
8.0%
2.
ACCORDANCE WITH AS1289. GTP 1838 RP112875
37
5m
4. MATERIAL WON FROM THE SITE TO BE INSPECTED BY GEOTECHNICAL
ENGINEER FOR APPROVAL PRIOR TO USE AS FILL. ANY IMPORTED FILL FPL0.950m 1.
41
1. 446
1.
4m
43 m
31
FFL0.950m 4m
1.
46
TO HAVE A MINIMUM CBR VALUE OF 15%. ALL FILL TO BE COMPACTED
4m
4m
1.
TO 98% STANDARD COMPACTION IN 200mm MAXIMUM THICK LAYERS IN FPL2.400m 11.5%
ACCORDANCE WITH AS1289. 16.7%
5. VOLUMES DO NOT INCLUDE SOIL COMPACTION FACTORS OR TOPSOIL
FFL2.550m
1.
61
STRIPPING VOLUMES.
1.70
FPL2.550m
2m
6. RETAINING WALL FINISHES THAT PRESENT TO ADJOINING LAND ARE OF
1.
HIGH QUALITY APPEARANCE AND COMPATIBLE WITH SURROUNDING FFL2.700m
52
WM
6m
DEVELOPMENT.
7. IF DURING EARTHWORKS OPERATIONS UNSUITABLE MATERIAL IS
FPL2.370m FPL2.400m 1.60
2.20
6m2.10
2.00
2.30
1.90
1.80
1.70
1.60
ENCOUNTERED, AS DEFINED IN SECTION 4 OF AS3798, THEN REMOVE
THIS MATERIAL PRIOR TO ANY FILLING OPERATION. FFL2.370m FFL2.550m
5m
1.
1.50
37
18
52
8. ALL EARTHWORKS TO BE CARRIED OUT AS PER LOCAL AUTHORITY
2.
2.
6m
EARTHWORKS SPECIFICATIONS. IN LIEU OF LOCAL AUTHORITY 1.70 FPL2.400m
5m
1.
SPECIFICATIONS EARTHWORKS COMPACTION TO BE MONITORED BY FFL2.550m
53
53
1.
1.70
5m
FIELD DENSITY TESTS CARRIED OUT IN ACCORDANCE WITH 17.8%
REQUIREMENTS OF AS3798. ALL EARTHWORKS UNDER BUILDING PADS
TO BE CARRIED OUT IN ACCORDANCE WITH AS3798 APPENDIX B,
2.20
2.10
2.00
2.30
1.80
1.70
1.90
GEOTECHNICAL TESTING AUTHORITY, LEVEL 2 (U.N.O) REQUIREMENTS. FPL2.370m FPL2.370m
1.
DRY DENSITY RATION IS DETERMINED IN ACCORDANCE WITH AS1289. FFL2.370m FFL2.370m
63
0m
9. THE CONTRACTOR IS TO ENSURE THAT THE SITE IS SELF-DRAINING
1.
8m
THROUGHOUT THE EARTHWORKS OPERATIONS. DAMAGE RESULTING 62
69
1.
0.70H - 0.70H 5m 0.70H - 0.00H
63
FROM EXPOSURE SHALL BE REPAIRED AT THE CONTRACTOR’S
1.
0m
EXPENSE.
10. ALL FILL MATERIAL PLACED ON THE SITE TO BE NATURAL EARTH AND
ROCK, FREE OF CONTAMINANTS, NOXIOUS, HAZARDOUS, DELETERIOUS
AND ORGANIC MATERIALS.
5
11. ADEQUATE SAFETY FENCING TO BE APPLIED TO BATTERS OR SP268656
RETAINING WALLS IN FILL AS PER RELEVANT AUSTRALIAN STANDARDS
AND TO ARCHITECTS DETAILS.
12. REFER TO GENERAL NOTES FOR FURTHER EARTHWORKS NOTES.
13. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON
UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY
CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES WHERE
REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
-
NOOSA COUNCIL
APPROVED PLAN CONSTRUCTION NOTE:
ALL PROPOSED WORKS ARE TO BE CONSTRUCTED IN
MCU17/0076 & OPW17/0224 CONJUNCTION WITH GENERAL NOTES ON DRG No.
C001 WHICH IS TO BE REQUESTED AND VIEWED
PRIOR TO COMMENCEMENT OF CONSTRUCTION IF
4 SEP 2017 NOT SUPPLIED.
FOR APPROVAL
NORTH POINT: ARCHITECT: CLIENT: SCALE BARS: PROJECT: DRAWING TITLE:
PROPOSED DEVELOPMENT BULK EARTHWORKS 7508
ICON BUILDING THE PROPERTY 0 2 4 6m 25 EDWARD STREET, LAYOUT PLAN JOB No.
DESIGN CLINIC
02 FOR APPROVAL 03.08.17 IE SC Unit 5B/85 Hudson Road
Albion, QLD 4010 SCALE 1:100 @ A1
NOOSAVILLE, QLD, 4566.
01 PRELIMINARY ISSUE 13.06.17 IE
ABN 82 115 498 023
E-mail: [email protected] Phone: 3857 7868
Fax: 3262 7359 DESIGNED: APPROVED: RPEQ No.
C200 02
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV DESCRIPTION DATE DRAWN APPROVED IERNST DWG. No. REVISION
SCOTT CLEMENTS 9382
The text continues on page 8.