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Approved Plans OPW20-0108
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Log in to see the plans as drawnNoosa Council documents
PROPOSED BP SERVICE CENTRE
NOOSAVILLE
CIVIL WORKS
MARY STR & WEYBA ROAD, NOOSAVILLE, QLD 4566
FOR: WESSEL PETROLEUM
DRAWING INDEX No. OF LOTS = 2
DWG No. Sheet Title
GENERAL
AREA OF SITE = 0.2497 HA
C0.01 COVER SHEET AND LOCALITY PLAN
RP DESCRIPTION
C0.02 GENERAL NOTES
EROSION AND SEDIMENT
C1.01 EROSION AND SEDIMENT CONTROL DETAILS RP131598 & RP72829
C1.02 EROSION AND SEDIMENT CONTROL PLAN
EARTHWORKS
DATUM LEVEL
C2.01 BULK EARTHWORKS LAYOUT PLAN
SITEWORKS
P.S.M. 56227 RL 1.635m AHD
C3.01 SITEWORKS PLAN
C3.02 EXTERNAL SITEWORKS PLAN
C3.03 DRIVEWAY LONG SECTIONS SURVEYOR DETAILS
STORMWATER
C4.01 STORMWATER DRAINAGE PLAN INSITE SJC
C4.06 STORMWATER DRAINAGE LONG SECTION
PAVEMENT
CONTACT DETAILS:
C5.01 PAVEMENT PLAN ADDRESS: 67 BAROLIN STREET,
C5.02 SIGN AND LINEMARKING PLAN BUNDABERG, QLD, 4670
C6.01 CIVIL DETAILS SHEET 1 OF 2 PHONE: 07 4151 6677
C6.02 CIVIL DETAILS SHEET 2 OF 2
CONSTRUCTION NOTE
- CONTRACTOR TO CONFIRM THE LOCATION AND INVERT
OF ALL EXISTING SERVICES PRIOR TO CONSTRUCTION
- ALL PLANS TO BE READ IN CONJUNCTION WITH
PROJECT SPECIFICATIONS
CONSTRUCTION HOLD POINT
PRIOR TO CONSTRUCTION THE CONTRACTOR
SHALL VERIFY LEVELS OF ALL EXISTING
CROSSINGS AND CONNECTION POINTS.
SITE OF
CONSTRUCTION NOTE WORK
THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH:
- ALL PLANS TO BE READ IN CONJUNCTION WITH PROJECT
SPECIFICATIONS
- LANDSCAPE ARCHITECTS PLANS
- STORMWATER QUALITY MANAGEMENT REPORT
- SEDIMENT AND EROSION HAZARD ASSESSMENT
- GEOTECHNICAL REPORT
- VEGETATION MANAGEMENT PLAN (VMP)
- ENVIRONMENTAL MANAGEMENT PLAN (EMP)
ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
NOOSA COUNCIL CONSTRUCTION HOLD POINT
signifies the drawing has been checked and approved by:
LOCALITY PLAN
NAME: SHANE SUFFOLK
APPROVED PLAN ONCE THE BASE OF MANHOLES, INSPECTION PITS, GULLIES AND
FIELD INLETS FOR STORMWATER DRAINAGE AND SEWER
N.T.S.
RPEQ No: 9330
OPW20/0108 13 OCT 2020 RETICULATION HAVE BEEN POURED, FURTHER CONSTRUCTION
SHALL NOT PROCEED UNTIL THE SUPERINTENDENT AND OR
SIGNED:
ENGINEER HAVE INSPECTED THE WORKS FOR FINISHED LEVELS
AND APPROVED CONSTRUCTION TO CONTINUE.
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd COVER SHEET AND LOCALITY PLAN
C RFI RE-ISSUE 23/09/20 BVZ SS North
LEVEL 4, 43 PEEL STR
B RFI ISSUE 26/08/20 BVZ SS South Brisbane QLD 4101
PROPOSED BP SERVICE CENTRE
A FOR APPROVAL 30/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 N.T.S SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C0.01 C
Document Set ID: 21249393
Version: 1, Version Date: 29/09/2020 Print Date: 13 October 2020, 1:39 PM
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Full text of sections 2 to 4 (of 20)
Section 2
Noosa Council documents
GENERAL EARTHWORKS EXISTING SERVICES AND FEATURES REINFORCED CONCRETE ASPHALTIC CONCRETE
ORIGINAL SITE SURVEY PREPARED BY: INSITE SJC 1. FOLLOWING DEMOLITION OF EXISTING STRUCTURES, ALL VEGETATION, 1. THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION GENERAL GENERAL
DATUMS USED: AHD SOILS CONTAINING ORGANIC AND DELETERIOUS MATERIAL, CONCRETE AND REMOVAL IF REQUIRED OF ALL EXISTING SERVICES IN AREAS 1. CARRY OUT ALL CONCRETE WORK IN ACCORDANCE WITH AS 3600 AND 1. ASPHALTIC CONCRETE MIX DESIGN, MANUFACTURE, PLACING AND
VERT: RL1.635 SLABS, CONCRETE BUILDING FOOTINGS AND PAVEMENT AREAS SHALL BE AFFECTED BY THE WORKS WITHIN THE CONTRACT AREA, AS SHOWN ON THE SPECIFICATION. KEEP A COPY OF THE DOCUMENTS ON SITE. COMPACTION SHALL BE IN ACCORDANCE WITH THE SPECIFICATION FOR
ORIGIN: PSM56227 STRIPPED AND REMOVED FROM SITE. THE DRAWINGS UNLESS DIRECTED OTHERWISE BY THE SUPERINTENDENT. 2. VERIFY ALL SETTING OUT DIMENSIONS WITH THE SUPERINTENDANT AC10 MIX AND AS 2734 - 1984 ASPHALT (HOT MIXED) PAVING - A GUIDE TO
CONTOUR INTERVAL: 0.20m 2. ALL EXISTING TREE STUMPS AND ROOTS SHALL BE GRUBBED OUT TO A ALL TO REGULATORY AUTHORITY STANDARDS AND APPROVAL. AND/OR THE SURVEYOR. GOOD PRACTICE. MINERAL FILLER TO COMPLY WITH AS 2357-1980 MINERAL
REAL PROPERTY DESCRIPTION: MINIMUM DEPTH OF 750mm. 2. THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL 3. DO NOT OBTAIN DIMENSIONS BY SCALING THE DRAWINGS. FILLERS FOR ASPHALT.
LOT 1 ON RP131598 7 LOT 21 RP 729829 3. DEPRESSIONS FORMED BY REMOVAL OF UNDERGROUND ELEMENTS AND BUILDINGS NOT AFFECTED BY THE WORKS ARE NOT DISRUPTED. CONCRETE PAVEMENT PREPARATION
1. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON OR WEAKENED AREAS SHOULD BE CLEANED OUT AND FILLED WITH 3. PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALL 4. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS 3600 2. THE EXISTING SURFACE TO BE SEALED SHALL BE DRY AND BROOMED
SITE PRIOR TO COMMENCEMENT OF WORK. COMPACTED IMPORTED FILL MATERIAL. OBTAIN THE SUPERINTENDENT'S APPROVAL FOR HIS PROGRAMME FOR CURRENT EDITIONS WITH AMENDMENTS, EXCEPT WHERE VARIED BY THE BEFORE COMMENCEMENT OF WORK TO ENSURE COMPLETE REMOVAL OF
2. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS 4. IN AREAS OF EXISTING FILL WHERE THE DEPTH OF THE FILL IS DEEPER THE RELOCATION/CONSTRUCTION OF TEMPORARY SERVICES. CONTRACT DOCUMENTS. ALL SUPERFICIAL FOREIGN MATTER.
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. IT IS THE THAN 0.5m ALLOW FOR PARTIAL SUBGRADE REPLACEMENT TO 0.5m AS 4. EXISTING BUILDINGS, EXTERNAL STRUCTURES, AND TREES SHOWN ON 5. CONCRETE CHARACTERISTICS: 3. ALL DEPRESSIONS OR UNEVEN AREAS ARE TO BE TACK-COATED AND
RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH THE LOCATION AND PER SECTION 6.2.5 OF THE SOILS SURVEY GEOTECH REPORT DATED FEB THESE DRAWINGS ARE FEATURES EXISTING PRIOR TO ANY SEPARATE BROUGHT UP TO GENERAL LEVEL OF PAVEMENT WITH ASPHALTIC
ELEMENT COMPRESSIVE STRENGTH SLUMP MAX AGG
LEVEL OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF ANY 2020. AND PRECEDING DEMOLITION WORKS. CONCRETE BEFORE LAYING OF MAIN COURSE.
F'c - 28 DAYS (MPa) (mm) SIZE (mm)
WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE 5. EXPOSED CONSTRUCTION AREAS SHALL BE PROOF ROLLED USING A 5. CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN TACK COAT
SUPERINTENDENT. VEHICLE WITH A TARE OF AT LEAST 5 TONNES PER AXLE IN THE PRESENCE EXISTING SUPPLY TO BUILDINGS REMAINING IN OPERATION DURING ALL KERBS, PITS ETC 20 80 20 4. THE WHOLE OF THE AREA TO BE SHEETED WITH ASPHALTIC CONCRETE
3. THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT BY A LICENSED OF THE NOMINATED GEOTECHNICAL TESTING AUTHORITY AND A WORKS TO THE SATISFACTION AND APPROVAL OF THE SUPERINTENDENT. FOOTPATH 25 80 20 SHALL BE LIGHTLY AND EVENLY COATED WITH RAPID SETTING BITUMEN.
LAND SURVEYOR. CONFIRM SETOUT WITH ARCHITECT. REPRESENTATIVE OF ACOR QLD PTY LTD. AREAS DEMONSTRATING ONCE DIVERSION IS COMPLETE AND COMMISSIONED THE CONTRACTOR CARPARK PAVEMENT 32 65 20 JOINTS
4. ALL SERVICE TRENCHES UNDER VEHICULAR PAVEMENTS SHALL BE EXCESSIVE MOVEMENT SHALL BE TREATED IF POSSIBLE, OR REMOVED TO SHALL REMOVE ALL SUCH TEMPORARY SERVICES AND MAKE GOOD TO 5. THE NUMBER OF JOINTS BOTH LONGITUDINAL AND TRANSVERSE SHALL BE
BACKFILLED WITH APPROVED FILL MATERIAL AND COMPACTED TO 100% COMPETENT MATERIAL AND REPLACED WITH COMPACTED IMPORTED FILL THE SATISFACTION OF THE SUPERINTENDENT. OSD TANK BASE AND LID 40 80 20 KEPT TO A MINIMUM.
STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289 E1.1. MATERIAL. CONTRACTOR TO ALLOW A PROVISIONAL SUM FOR REMOVAL 6. INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS 6. NO 'BRECCIA' TYPE AGGREGATE IS TO BE USED. 6. THE DENSITY AND SURFACE FINISH AT JOINTS SHALL BE SIMILAR TO
5. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS OF UNSUITABLE MATERIAL AND REPLACEMENT WITH COMPACTED NOT TO CAUSE ANY INCONVENIENCE TO THE ADJACENT RESIDENCES. 7. CEMENT TO BE TYPE SL TO AS 3972 U.N.O. MAX CONCRETE SHRINKAGE TO THOSE OF THE REMAINDER OF THE LAYER.
SHALL BE RESTORED TO ORIGINAL, INCLUDING KERBS, FOOTPATHS, IMPORTED FILL MATERIAL. ALLOW A PROVISIONAL QUANTITY OF 375m³. CONTRACTOR TO GAIN APPROVAL OF THE SUPERINTENDENT FOR TIME OF BE 600 MICRON TO AS1012. COMPACTION
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD 6. ALL SOFT, WET OR UNSUITABLE MATERIAL IS TO BE REMOVED AND INTERRUPTION. 8. NO ADMIXTURES ARE TO BE USED WITHOUT THE APPROVAL OF THE 7. ALL COMPACTION SHALL BE UNDERTAKEN USING SELF PROPELLED
PAVEMENTS. REPLACED WITH APPROVED MATERIAL SATISFYING THE REQUIREMENTS ENGINEERS. ROLLERS.
6. WHERE NEW WORK ABUTS EXISTING, THE CONTRACTOR SHALL ENSURE LISTED BELOW FOR IMPORTED FILL MATERIAL. 9. A VIBRATOR IS TO BE USED FOR THE COMPACTION OF ALL CONCRETE. 8. INITIAL ROLLING SHALL BE COMPLETED BEFORE THE MIX TEMPERATURE
THAT A SMOOTH EVEN PROFILE FREE FROM ABRUPT CHANGES, IS
OBTAINED.
7. PLACE IMPORTED FILL MATERIALS SATISFYING THE REQUIREMENTS
LISTED BELOW TO NOMINATED BULK EARTHWORKS LEVELS ON BULK
STORMWATER 10. ALL CONCRETE PLACEMENT TO UTILISE ALIPHATIC ALCOHOL APPLIED TO
THE CONCRETE AFTER THE INITIAL SCREED. CONCRETE SHALL BE CURED
FALLS BELOW 105°C.
9. SECONDARY ROLLING SHALL BE COMPLETED BEFORE THE MIX
7. CARE TO BE TAKEN WHEN EXCAVATING ELECTRICAL, COMMUNICATIONS EARTHWORKS PLAN. 1. ALL 300 DIA. DRAINAGE PIPES AND LARGER SHALL BE CLASS "3" IN ACCORDANCE WITH AS3600 FOR A MINIMUM OF 7DAYS AFTER POURING, TEMPERATURE FALLS BELOW 60°C.
AND ORIGIN GAS SERVICES. NO MECHANICAL EXCAVATION TO BE 8. ALL IMPORTED FILL MATERIAL SHALL BE FROM A SOURCE APPROVED BY APPROVED SPIGOT AND SOCKET RCP PIPES WITH RUBBER RING JOINTS, UTILISING AN APPROVED, NON-OIL BASED CURING COMPOUND OR THE FINISHED PAVEMENT PROPERTIES
UNDERTAKEN OVER ELECTRICAL, COMMUNICATIONS AND GAS; HAND THE SUPERINTENDENT AND SHALL COMPLY WITH THE FOLLOWING: (U.N.O.). ALL DRAINAGE PIPES UP TO AND INCLUDING 225 DIA. SHALL BE COVERING OF THE ENTIRE SLAB WITH A CLEAR PLASTIC SHEET. 10. FINISHED SURFACES SHALL BE SMOOTH, DENSE AND TRUE TO SHAPE AND
EXCAVATE IN THESE AREAS. LIAISE WITH RELEVANT LOCAL AUTHORITY. a) FREE FROM ORGANIC AND PERISHABLE MATTER SEWER GRADE uPVC WITH SOLVENT WELD JOINTS, (U.N.O.). 11. ALL CONCRETE SHALL BE SUBJECT TO PROJECT CONTROL SAMPLE AND SHALL NOT VARY MORE THAN THE SPECIFIED TOLERANCES.
8. ALL WORKS SHALL BE IN ACCORDANCE WITH RELEVANT THE LOCAL b) MAXIMUM PARTICLE SIZE 100mm 2. EQUIVALENT STRENGTH FRC PIPES MAY BE USED. TESTING TO AS 3600.
AUTHORITY STANDARDS, DETAILS SHOWN ON THE DRAWINGS, THE c) PLASTICITY INDEX MAXIMUM 15% 3. ALL PIPE JUNCTIONS UP TO AND INCLUDING 450 DIA. AND ALL TAPERS 12. THE CONTRACTOR MAY ADD AN APPROVED SUPERPLASTICISING
ADMIXTURE TO INCREASE SLUMP OF PAVEMENT CONCRETE TO NOT MORE
SPECIFICATION AND THE DIRECTIONS OF THE ARCHITECT.
9. THE CONTRACTOR SHALL NOT DISTURB ANY EXISTING SURVEY BENCH
d) LIQUID LIMIT, MAX OF 45%
e) PASSING 19mm SIEVE, MAX 80%
SHALL BE VIA PURPOSE MADE FITTINGS.
4. MINIMUM GRADE TO STORMWATER LINES TO BE 1%. (U.N.O.). THAN 100mm. QUALITY AND MIXING PROCEDURE TO BE IN ACCORDANCE CONCRETE PAVEMENT JOINT
MARKS OR REFERENCE MARKS (UNLESS INDICATED FOR REMOVAL) f) MINIMUM CBR 10% 5. CONTRACTOR TO SUPPLY AND INSTALL ALL FITTINGS AND SPECIALS WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS.
1. WHERE NOMINATED, JOINTS TO BE SAWN AS SOON AS CONCRETE HAS
WITHOUT DEPT. OF NATURAL RESOURCES APPROVAL IN WRITING. g) SHRINK/SWELL INDEX, MAX OF 1.0% INCLUDING VARIOUS PIPE ADAPTORS TO ENSURE PROPER CONNECTION 13. SLIP JOINTS TO BE USED ON ALL LOAD-BEARING MASONRY WALLS. USE 2
HARDENED SUFFICIENTLY THAT IT WILL NOT BE DAMAGED BY SAWING. IF
10. THE CONTRACTOR SHALL OBTAIN ALL RELEVANT AUTHORITIES 9. CONTRACTOR TO PROVIDE CERTIFICATION TO SUPERINTENDENT FROM TO DISSIMILAR PIPEWORK. LAYERS OF GALVANISED FLAT STEEL WITH GRAPHITE GREASE BETWEEN.
AN UNPLANNED CRACK OCCURS THE CONTRACTOR SHALL REPLACE
APPROVALS. (PRIOR TO COMMENCEMENT AND UPON COMPLETION). NATA REGISTERED LAB THAT THE FILL MATERIAL IS FREE OF ACTUAL OR 6. ALL CONNECTIONS TO EXISTING DRAINAGE PITS SHALL BE MADE IN A FINISHING
WHOLE SLABS EITHER SIDE OF THE UNPLANNED CRACK, UNLESS
11. WORK ON EXISTING EXTERNAL STORMWATER SERVICES BY CONTRACTOR POTENTIAL ACID SULFATE SOILS AND MEETS CURRENT DPI REGULATIONS TRADESMAN-LIKE MANNER AND THE INTERNAL WALL OF THE PIT AT THE 14. THE CONCRETE SHALL BE SCREEDED TO THE REQUIRED CROSS SECTION
DIRECTED OTHERWISE.
ARE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL AUTHORITY. FOR THE CONTROL OF RED IMPORTED FIRE ANTS (RIFA). POINT OF ENTRY SHALL BE CEMENT RENDERED TO ENSURE A SMOOTH PROFILE, FREE OF DEPRESSIONS AND HIGH AREAS TO SATISFY THE
2. a) PROVIDE JOINTS AS DETAILED
12. THE CONTRACTOR SHALL LOCATE AND CONFIRM LEVELS OF ALL EXISTING 10. ALL ENGINEERED FILL MATERIAL SHALL BE PLACED IN MAXIMUM 200mm FINISH. REQUIREMENTS OF AN INITIAL FINISH.
b) ALL LONGITUDINAL JOINTS SHALL BE FORMED AND INCLUDE TIE BARS
SERVICE CONNECTIONS PRIOR TO COMMENCING WORK. THICK LAYERS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (+ OR - 7. WHERE SUBSOIL DRAINAGE LINES PASS UNDER FLOOR SLABS AND 15. FINAL FINISHING SHALL COMMENCE ONLY AS SOON AS THE WATER SHEEN
OR DIAMOND DOWELS AS SPECIFIED. ALL TRANSVERSE CONSTRUCTION
13. THE CONTRACTOR SHALL REFER TO LANDSCAPE DRAWINGS FOR DETAILS 2%) TO ACHIEVE THE FOLLOWING MINIMUM COMPACTION VALUES: VEHICULAR PAVEMENTS UNSLOTTED uPVC SEWER GRADE PIPE SHALL BE HAS LEFT THE PAVEMENT SURFACE AND NOT IN ANY AREA WHERE THERE
JOINTS SHALL BE FORMED AND INCLUDE PLATES OR DIAMOND DOWELS
OF TREATMENT OF BATTERS, SWALE DRAINS AND ANY OTHER AREAS LOCATION COHESIVE COHESIONLESS USED. IS FREE SURFACE WATER. REFER ARCHITECTURAL SPECIFICATIONS FOR
AS SPECIFIED.
DISTURBED AS PART OF CIVIL WORKS. SOILS SOILS 8. PROVIDE 3.0m LENGTH OF 100 DIA. SUBSOIL DRAINAGE PIPE WRAPPED IN FINISHES TO SURFACES.
c) UNO BOND BREAKER TO BE PROPRIETARY DANLEY PLATE AND
14. ROAD OPENINGS: FABRIC SOCK, AT UPSTREAM END OF EACH PIT.(UNO) REINFORCEMENT
BUILDING AREAS DIAMOND DOWEL COVERS.
THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF 9. BEDDING SHALL BE TYPE HI (U.N.O.) IN ACCORDANCE WITH CURRENT 16. COVER TO REINFORCEMENT FOR CORROSION PROTECTION SHALL BE AS
· FOUNDATION SUPPORT 98% 80% 3. DOWELS, PLATES AND TIE BARS SHALL BE:
THE LOCAL AUTHORITY. WHERE THE WORK IS LOCATED IN A ROAD AUSTRALIAN STANDARDS. DETAILED OR AS A MINIMUM 40mm TO TOP REINFORCEMENT, 50mm TO
· FLOOR SLABS 98% 80% · STRAIGHT
RESERVE OR CROSSES THE PAVEMENT OF A PUBLIC ROADWAY OR 10. AT CONNECTION TO PITS, INVERT OF SUBSOIL DRAINS TO BE ABOVE MAIN BOTTOM REINFORCEMENT.
PAVEMENT AREAS · TO LENGTH SPECIFIED
FOOTWAY, OBTAIN A CONSENT COVERING THE NECESSARY OPENINGS STORMWATER PIPE OBVERT. 17. PIPES OR CONDUITS SHALL NOT BE PLACED WITHIN THE COVER TO
· TOP 300mm BELOW SUBGRADE LEVEL 98% 80% · CLEAN AND FREE FROM MILL SCALE, RUST AND OIL
AND COMPLY WITH ALL THE CONDITIONS COVERING THE ISSUE OF SUCH A 11. EQUIVALENT STRENGTH PRECAST STORMWATER PITS AND MANHOLES REINFORCEMENT.
· BELOW THE TOP 300mm 95% 75% · SAWN TO LENGTH NOT CROPPED
CONSENT. A CHARGE IS MADE FOR PERMITS ISSUED IN RESPECT OF MAY BE USED. 18. REINFORCEMENT QUALITY
LANDSCAPE AREAS 95% 75% · HOT DIPPED GALVANISED AFTER SAWING TO LENGTH
PAVEMENT OPENINGS. CONTRACTOR TO OBTAIN DETAILS FROM THE 19.1 BAR REINFORCEMENT
4. DIMENSIONS OF SEALANT RESERVOIR DEPENDANT ON THE SEALANT TYPE
LOCAL AUTHORITY, MEET ALL REQUIREMENTS AND PAYMENTS, AND WHERE THE ABOVE VALUES ARE DETERMINED IN ACCORDANCE WITH AS
SYMBOL BAR SHAPE STRENGTH DUCTILITY TO COMPLY ADOPTED. ENGINEERS APPROVAL TO BE OBTAINED FOR SEALANT AND
CARRY OUT ALL LIAISON AT NO EXTRA COST. ALL PAVEMENT SURFACING 1289.5.1.1 (STANDARD COMPACTION) FOR COHESIVE SOILS AND AS
GRADE CLASS WITH AUST. RESERVOIR DIMENSIONS AND DETAIL PROPOSED BY THE CONTRACTOR.
IS TO BE UNDERTAKEN BY THE CONTRACTOR. ALL PAVEMENT 1289.5.6.1 (STANDARD METHOD) FOR COHESIONLESS SOILS.
(MPa) STANDARD REFER TO DETAILS FOR TYPICAL ARRANGEMENT AND SEALANT.
REINSTATEMENT TO BE UNDERTAKEN BY THE CONTRACTOR. 11. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1'
5. PRIOR TO THE PLACEMENT OF CONCRETE IN THE ADJACENT SLAB, SELF
15. REFER ALSO TO HYDRAULIC, LANDSCAPING, MECHANICAL AND ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS N DEFORMED RIBBED BAR 500 NORMAL AS 4671 10mm ABELFLEX WITH RIPOFF STRIP SHALL BE ADHERED TO THE ALREADY
ELECTRICAL CONSULTANTS' DRAWINGS FOR ADDITIONAL SITE SERVICES 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL BE R PLAIN ROUND BAR 250 NORMAL AS 4671 CAST AND CLEANED CONCRETE FACE USING AN APPROVED
TO BE CO-ORDINATED FOR CONSTRUCTION UNDER PROPOSED CARPARK SOIL SURVEYS ENGINEERING PTY LTD. SOIL SURVEY SHALL PROVIDE
Y DEFORMED BAR 410 NORMAL AS 1302 WATERPROOF ADHESIVE. ADHESIVE SHALL BE LIBERALLY APPLIED TO
PAVEMENTS. CERTIFICATION AS NOTED IN THE GEOTECHNICAL REPORT THAT ALL
*SEE NOTE THE FULL FACE OF THE CONCRETE SLAB TO BE COVERED BY THE FILLER,
16. A GEOTECHNICAL INVESTIGATION FOR THE ORIGINAL SITE HAS BEEN GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
AND ON THE FULL FACE OF THE FILLER TO BE ADHERED.
PREPARED BY SOIL SURVEYS, PROJECT No. 1-22276 DATED FEBRUARY ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE ALL BARS TO BE "N" UNLESS NOTED OTHERWISE THE NUMBER FOLLOWING
6. REFER TO EARTHWORKS NOTES FOR PREPARATION OF SUB-BASE AND
2020. THE CONTRACTOR SHALL ENSURE THAT THEY ARE FAMILIAR WITH CONTROLLED FILL IS SUITABLE FOR PURPOSE WITH A MINIMUM 100 KPa THE SYMBOL IS THE NOMINAL BAR SIZE IN mm. FOR EXAMPLE, N16
SUB-GRADE.
THE CONTENTS OF THIS REPORT AND THE REPORT DOES FORM PART OF BEARING CAPACITY UNDER THE BUILDING. ALL CERTIFICATIONS DENOTES A DEFORMED RIBBED BAR, OF GRADE 500MPa NORMAL DUCTILE
7. CONTRACTION, LONGITUDINAL, ISOLATION AND CONSTRUCTION JOINTS
THE CONTRACT. RECOMMENDED IN SOIL SURVEYS REPORT, PROJECT No. 1-22276 DATED STEEL, WITH A NOMINAL 16mm DIAMETER.
SHALL BE LOCATED AS SPECIFIED.
17. ALL CONSTRUCTION WORK SHALL BE CARRIED OUT SO THAT AT ANY TIME FEBRUARY 2020 ARE TO BE PROVIDED BY THE CONTRACTOR. *NOTE: Y BARS MAY BE REPLACED WITH N BARS OF SAME SIZE.
8. SAWCUTTING SHALL COMMENCE AS EARLY AS POSSIBLE UTILISING
ADJOINING PROPERTY OWNERS ARE NOT DEPRIVED OF AN ALL-WEATHER 12. THE CONTRACTOR SHALL PROGRAMME THE EARTHWORKS OPERATION SO 19.2 MESH REINFORCEMENT
SOFTCUT TO AVOID UNCONTROLLED SHRINKAGE CRACKING, BUT NOT SO
ACCESS OR SUBJECTED TO ADDITIONAL STORM WATER RUN-OFF DURING THAT THE WORKING AREAS ARE ADEQUATELY DRAINED DURING THE
EARLY AS TO CAUSE UNACCEPTABLE RAVELING OF JOINT EDGES.
THE PERIOD OF CONSTRUCTION. PERIOD OF CONSTRUCTION. THE SURFACE SHALL BE GRADED AND SYMBOL DENOTES STRENGTH DUCTILITY TO COMPLY
PROGRAM SITE AND TIME OF CONCRETE POURS TO PERMIT SAWING TO BE
18. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO SEALED OFF TO REMOVE DEPRESSIONS, ROLLER MARKS AND SIMILAR GRADE CLASS WITH AUST.
CARRIED OUT WITHOUT CAUSING NOISE POLLUTION.
THE LOCAL AUTHORITY'S INFRASTRUCTURE. SUCH REPAIR OR WHICH WOULD ALLOW WATER TO POND AND PENETRATE THE (MPa) STANDARD
9. CONCURRENTLY WITH THE SAWING OPERATIONS THE SAWN GROOVE
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION UNDERLYING MATERIAL. ANY DAMAGE RESULTING FROM THE RL RECTANGULAR MESH OF 500 LOW AS 4671 SHALL BE WASHED FREE OF MATERIAL.
OF THE SUBDIVISION AND DEVELOPMENT MANAGER OF THE LOCAL CONTRACTOR NOT OBSERVING THESE REQUIREMENTS SHALL BE DEFORMED RIBBED BARS 10. SAWN GROOVES FORMING THE RESERVOIR FOR A JOINT SEALANT SHALL
AUTHORITY. RECTIFIED BY THE CONTRACTOR AT THEIR COST.
SL SQUARE MESH OF 500 LOW AS 4671 BE FORMED IN TWO STAGES. THE SECOND SAWCUT SHALL BE MADE AS
19. SITE INSPECTIONS REQUIRED AS SPECIFIED. 13. TESTING OF THE SUBGRADE SHALL BE CARRIED OUT IN ACCORDANCE
DEFORMED RIBBED BARS LATE AS POSSIBLE.
20. FOR CIVIL SETOUT INFORMATION CONTACT ACOR QLD PTY LTD (PH +61 7 WITH AS 3798 BY AN APPROVED NATA REGISTERED LABORATORY AT THE
3844 5900) AND AN AUTOCAD DRAWING FILE WILL BE ISSUED FOR SITE CONTRACTOR'S EXPENSE. F RECTANGULAR OR 450 AS 1304
SETOUT. 14. ALL BASE AND SUB-BASE MATERIALS SHALL BE PLACED IN MAXIMUM SQUARE MESH OF PLAIN
21. CONTRACTOR IS TO ALLOW TO INCLUDE ANY REQUIRED THE LOCAL
AUTHORITY INSPECTION AND COMPLIANCE FEES IN THE CONTRACT.
150mm THICK LAYERS AND COMPACTED AT OPTIMUM MOISTURE CONTENT
OF (+ OR - 2%) TO ACHIEVE A DRY DENSITY IN ACCORDANCE WITH AS
WIRE *SEE NOTE DANLEY DOWEL JOINT
1289.5.2.1 OF NOT LESS THAN THE FOLLOWING: THE NUMBERS FOLLOWING THE SYMBOL DENOTE THE PRODUCT CODE. 1. WHERE NOMINATED THE CONTRACTOR IS TO ALLOW FOR ALL
FOR EXAMPLE, SL92 DENOTES A SQUARE MESH OF 9mm (NOMINAL COMPONENTS OF DANLEY DOWEL JOINT SYSTEM INCLUDING TEMPLATES
LAYER MODIFIED DRY DENSITY
DIAMETER) DEFORMED RIBBED BARS AT 200mm CENTRES, OF GRADE & PEGGING TO ENSURE THAT ALL DOWEL BARS REMAIN IN THE CORRECT
BASE COURSE 98% MODIFIED (AS 1289.5.2.1) 500MPa LOW DUCTILITY STEEL. ALIGNMENT & POSITION REFER DETAILS.
SUB-BASE COURSE 95% MODIFIED (AS 1289.5.2.1) *NOTE: F MESH MAY BE REPLACED WITH RL OR SL MESH OF THE SAME
15. CONTRACTOR TO ENSURE VIA THE APPROPRIATE SELECTION OF FILL CONFIGURATION.
MATERIAL AND EARTHWORKS THAT, UPON COMPLETION OF THE 19. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY; IT IS NOT
EARTHWORKS, THAT THE BUILDING PLATFORM HAS A CLASS 'S
20.
NECESSARILY SHOWN IN TRUE PROJECTION.
SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITION
LINEMARKING
16. ANY SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF SITE AT
AN APPROVED TIP SITE. CONTRACTOR TO ALLOW TO COMPLY WITH SHOWN. THE WRITTEN APPROVAL OF THE ENGINEER SHALL BE OBTAINED 1. ALL LINEMARKING TO BE IN ACCORDANCE WITH AS 1742 PARTS 1 AND 2.
CURRENT DEPARTMENT OF AGRICULTURAL AND WATER RESOURCES FOR ANY OTHER SPLICE. 2. ALL INTERNAL CARPARK LINE MARKING SHALL BE 90mm WIDE UNO AND BE
REGULATIONS FOR THE CONTROL OF RED IMPORTED FIRE ANTS. 21. WELDING OF REINFORCEMENT WILL BE PERMITTED ONLY AFTER COMPLETED USING WHITE REFLECTORISED PAINT UNO IN ACCORDANCE
17. ANY CONTAMINATED MATERIAL SHALL BE MANAGED AND DISPOSED OF APPROVAL BY THE ENGINEER. WITH AS 1742 AND AS SPECIFIED IN THE ARCHITECTURAL SPECIFICATION.
ACCORDING TO THE LOCAL AUTHORITY AND EPA REQUIREMENTS 22. SITE BENDING OF Y OR N BARS SHALL BE DONE COLD WITH POWER OR 3. THE INTERNATIONAL SYMBOL OF ACCESS SHALL BE WHITE ON A BLUE
INCLUDING CERTIFICATION. MECHANICAL BENDING TOOLS. BACKGROUND IN ACCORDANCE WITH AS 1428. THE BLUE SHALL BE B21,
18. THE USE OF POTABLE WATER IS NOT PERMITTED IN ACTIVITIES 23. FABRIC LAPS ULTRAMARINE OF AS 2700, OR SIMILAR APPROVED.
FABRIC LAP
ASSOCIATED WITH ROAD AND PAVEMENT CONSTRUCTION, THE
COMPACTION OF FILL MATERIAL OR DUST SUPPRESSION CONTRACTOR TO
UTILISE RECYCLED OR SUITABLE NON POTABLE WATER FOR THESE 25mm
ACTIVITIES WITHIN THE CONTRACT. USE OF RECYCLED WATER MUST BE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY. 24. FABRIC TO EXTEND 70 WITH A CROSSWIRE ONTO WALLS UNLESS NOTED
19. AN ACID SULPAHTE REPORT HAS BEEN UNDERTAKEN FOR THE SITE. OTHERWISE.
CONTRACTOR TO ALLOW FOR LIMING. DESIGN LIMIT TO BE AS PER TABLE -
E1 OF SOIL SURVEY ACID SOIL MANAGEMENT PLAN DATED MARCH 2020
20. CONSTRUCTION TO NOTE PRESENCE OF GROUND WATER TO 1.2m. NOOSA COUNCIL
CONTRACTOR TO ALLOW FOR DEWATERING OF THE SITE TO ALL
ENGINEER'S CERTIFICATION EXCAVATIONS AS NEEDED
21. CONTRACTOR TO ALLOW FOR DEWATERING AND SHORING OFF ALL
APPROVED PLAN
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
TRENCHES DEEPER THAN 1m. OPW20/0108 13 OCT 2020
NAME: SHANE SUFFOLK
RPEQ No: 9330
SIGNED:
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd GENERAL NOTES
North
LEVEL 4, 43 PEEL STR
B FOR APPROVAL 30/06/20 BVZ SS South Brisbane QLD 4101
PROPOSED BP SERVICE CENTRE
A FOR INFORMATION 12/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 N.T.S SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C0.02 B
Document Set ID: 21249393
Version: 1, Version Date: 29/09/2020 Print Date: 13 October 2020, 1:39 PM
Section 3
Noosa Council documents
GTP3783 LEGEND
ALL EARTHWORKS TO BE CARRIED OUT IN ACCORDANCE WITH EARTHWORKS NOTES ON
GENERAL NOTES DRAWING INCLUDING STRIPPING, PARTIAL SUBGRADE REPLACEMENT OF TOP
500mm OF EXISTING FILL (AS PER SECTION 6.2.1 OF SOIL SURVEYS GEOTECH REPORT), PROOF
ROLLING AND FILLING WITH IMPORTED SELECT FILL MATERIAL TO ACHIEVE THE NOMINATED
BULK EARTHWORKS LEVELS. ALL AS SPECIFIED IN SECTION 6.0 OF SOIL SURVEYS REPORT,
PROJECT No. 1-22276 DATED FEBRUARY 2020.
BULK EARTHWORKS TO BUILDING AREA. PROVIDE 150mm THICK SUBBASE
(CBR45) LAYER COMPACTED TO 95% MODIFIED DRY DENSITY.
BULK EARTHWORKS TO PAVEMENT AREA
6
26 1.
BULK EARTHWORKS TO CONCRETE FOOTPATH AREA - REFER DETAIL ON
EX
94
6 6 8 78 9
1.
8
7 7
65
RP72829 1.
EX
1. 8 7 C6.01 FOR FOOTPATH DEPTH
1.
1. 1. EX 1. X
1.
X EX
1
EX X X EX E
EX
.6
E E E
1
BULK EARTHWORKS TO BIORETENTION AREA. ALLOW TO EXCAVATE 700mm
BE
1.
34
1.
EX
BELOW FINISHED SURFACE LEVEL.
66
1.
61
5
83
1. PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
EX
EX
BE
BE
BE
1.
1.
1.
1.
36
66
8
0 77 70
67
BE
4
65
52 BULK EARTHWORKS TO LANDSCAPE AREA. ALLOW TO FINISH
21
5
.5 3
9
1.
1
1.
1.
1
.5
EARTHWORKS TO LANDSCAPE ARCHITECTS DETAILS. GENERALLY 300mm
BE
BE E
PROPOSED BUILDING
BE
2
B
3
BELOW FINISHED SURFACE LEVEL (UNO)
1.40
1.50
1.60
FFL RL1.90m PROPOSED BULK EARTHWORKS LEVEL FOLLOWING CARRYING OUT
EX
70
1.
BE12.50 WORKS IN ACCORDANCE WITH EARTHWORKS NOTES ON GENERAL NOTES
85
1.
86
0 TOP OF 150mm SUBBASE LAYER = RL1.75 1. DRAWING INCLUDING STRIPPING, PROOF ROLLING AND FILLING.
7 59 .80 X
57
BE
. 1 E
1 TOP OF BULK EARTHWORKS = RL1.60 48
1.
1
PROPOSED EARTHWORKS TOP OF BATTER
BE 1.
BE
.7
59
0
.6
X PROPOSED EARTHWORKS TOE OF BATTER
8
6
E
36
1
BE
1.
BE
5
5
N1 REFER NOTE 1 FOR DETAILS
7
8
68
7
6
0
.6
4 8 .7
.7
6 .6
1.
5 2 3 1
5
1
0
.5
5
70 .5 .4
1
EX X1
70
BE
BE
57
0
BE
. 1 1 1
.7
1.
EX
1 BE
1.
E
BE BE
1
BE
BE
BE
BE
1.
1.90
1.80
1.90
50
1.90
2
1.80
98
1.
0
0
1.8
2 1.90
55
55
7
.5 51
80
49
N11 1 .
1.
1.
0
BE E1
1.
BE
BE
BE
B
8
EXISTING SERVICES LEGEND
EX
.6
X1
20
2.
02
E
RP131598
0
0
0
46
50
44
DEVELOPMENT BOUNDARY
1.
1.
1.
RP72829
BE
BE
BE
RP72829
8
61.00 EXISTING CONTOUR (0.25m INTERVAL)
42
44 7 0 1
51
8
5
5
1.
54 55
2
52
54
.5 1.
BE
1. 1.
0
.5
1
40
EXISTING STORMWATER
1.
1.
1
BE BE BE BE
BE
BE
BE
1.
N12
BE
EXISTING SEWER
9
46
1.
5
BE
90
14
6
6
5
51 EXISTING WATER
51
47
50
1.80
1.
4
5
1.
1.
1.
1.
1.
E 5
BE
BE
BE
BE
.8
BE
B 1 EXISTING ELECTRICAL - OVERHEAD
5
1 .8 EX
EX 1.80 EXISTING TELECOMMUNICATIONS
50 45
1
EX
28
4
7
51
25
54
54
.5 .5 EXISTING FENCE
5
1.
1 1
1.
5
1.
1.
1.
1.
BE
96
Section 4
BE
BE
BE
BE
BE
BE
1.8
1.90
X EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
90
0
1.80
0
1.80 1.8
1.
6
48
NOTES
BE
N11 86
8
1.
50 1.
39
28
BE
1.
EX
.5 X
1.
48
4
1 E
1.
1.
BE
4
BE
BE
6
96
1. EXISTING EXTERNAL STRUCTURES AND TREES SHOWN ON THESE DRAWINGS ARE
BE
0
46
59
1.
1.
FEATURES EXISTING PRIOR TO ANY SEDIMENT AND DEMOLITION WORKS.
1.
4
BE
84
BE
86 2. BULK EARTHWORKS SLOPE TO BE MAXIMUM 1V:2H. CONTRACTOR TO ALLOW FOR ANY
1.
22 58 X REQUIRED SHORING OR PROTECTION TO EXISTING SERVICES AND/OR ADJACENT
0
0
BE
7
55
53
.4 5 .5 E
40
68
EX
1.70 .7 .7 PROPERTIES DURING EXCAVATION FOR PROPOSED BULK EARTHWORKS AND ANY
1.
1 1
1.
1.
1.
1.
1
EX
E BE 1
1.
35
BE
BE
B
EX EX EX
BE
62
REQUIRED RETAINING WALLS. CONTRACTOR TO ALLOW TO REINSTATE OR RECTIFY ANY
1.
7
1.60
58
SERVICES AND/OR ADJACENT PROPERTIES DAMAGED DURING EXCAVATION FOR
5
1
5
.8
36
PROPOSED BULK EARTHWORKS AND ANY REQUIRED RETAINING WALLS.
31
EX
EX
1
EX
1.
1.
3. 'LEVEL 1' SUPERVISION IS REQUIRED FOR ALL EARTHWORKS OPERATIONS AND
1
1.
BE
BE
.7
75
1.50
2
CERTIFICATION IS TO BE PROVIDED BY THE NOMINATED GEOTECHNICAL TESTING
8 1.40 AUTHORITY FOR THE FOLLOWING ITEMS:
1.4
- CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS (ie. STRIPPING PROOF
EX
EX
EX
47 ROLLING OF SUBGRADE, etc.) HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE
3 1.
1.
1.
1.
43
EX
45
X DRAWINGS AND EARTHWORKS SPECIFICATION.
E - CERTIFICATION THAT THE CONTROLLED FILL IS SUITABLE FOR SUPPORT OF
CONVENTIONAL HIGH LEVEL FOOTINGS AND HAS A MINIMUM BEARING CAPACITY OF
100kPa.
- CERTIFICATION THAT FILL HAS BEEN PLACED AND COMPACTED TO THE REQUIRED
MINIMUM DENSITY IN ACCORDANCE WITH THE DRAWINGS AND EARTHWORKS
SPECIFICATION.
- CERTIFICATION THAT THE QUALITY OF ANY IMPORTED FILL COMPLIES WITH DRAWINGS
AND THE EARTHWORKS SPECIFICATION REQUIREMENTS.
4. CONTRACTOR TO PROVIDE AN EARTHWORKS METHODOLOGY STATEMENT FOR APPROVAL
BY ACOR PRIOR TO COMMENCING WORK ON SITE. THE METHODOLOGY STATEMENT SHALL
DEMONSTRATE THE TREATMENT OF EXISTING FILL, SITE TRAFFICABILITY AND
INCORPORATION OF REQUIRED SEDIMENT AND EROSION WORKS. CONTRACTOR TO
ALLOW TO ATTEND AN ON SITE PRE-START MEETING AND TO EXCAVATE TEST PITS AS
REQUIRED TO DEMONSTRATE THE APPROPRIATENESS OF THE METHODOLOGY
STATEMENT.
5. CONTRACTOR TO ENSURE PRESERVATION AND AVOID DISTURBANCE OF EXISTING
SURVEY MARKS.
6. UNLESS NOTED AS AN EXISTING TREE TO BE RETAINED ON ARCHITECTURAL DRAWINGS
REMOVE OFF SITE ALL EXISTING TREES AND ALLOW TO DEEP RIP TO REMOVE ANY TREE
ROOTS.
7. UNLESS NOTED AS AN EXISTING TREE TO BE RETAINED ON ARCHITECTURAL DRAWINGS
CONTRACTOR TO ENGAGE A QUALIFIED ARBORIST TO CUTBACK ALL FOLIAGE
OVERHANGING THE BOUNDARY LINE.
8. THE CONTRACTOR TO ENSURE ALL FIRE ANT CONTROLS OR RESTRICTIONS ON THIS SITE
ASSOCIATED REQUIREMENTS HAVE BEEN COMPLIED WITH.
9. REMOVE ALL EXISTING SERVICES AND PIPES AND CAP AT THE SITE BOUNDARY PRIOR TO
UNDERTAKING EARTHWORKS.
10. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING BUILDING DEMOLITION DETAILS.
11. PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DETAILS.
12. PROPOSED ENVIROTANK REFER ENVIROTANK DWG 1119/90/P01
NOOSA COUNCIL
NOTE: ENGINEER'S CERTIFICATION
APPROVED PLAN 1. ALL BATTERS TO BE 1 IN 4 U.N.O.
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
OPW20/0108 13 OCT 2020 2. ALL BATTER STEEPTER THAN 1:4 TO BE STABILIZED
AS PER GEOTECHNICAL ENGINEERS SPECIFICATIONS
NAME: SHANE SUFFOLK
0 4 8 12m
RPEQ No: 9330 SCALE 1:200 @ A1
SIGNED:
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
D RFI RE-ISSUE 01/09/20 BVZ SS ACOR Consultants (Qld) Pty Ltd BULK EARTHWORKS LAYOUT PLAN
C RFI ISSUE 26/08/20 BVZ SS North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE
B FOR APPROVAL 30/06/20 BVZ SS South Brisbane QLD 4101
A FOR INFORMATION 12/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 1:200 SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
PHONE : PHONE : ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C2.01 D
Document Set ID: 21249393
Version: 1, Version Date: 29/09/2020 Print Date: 13 October 2020, 1:39 PM
The text continues on section 5.