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20210080 522 Cooroy Mtn Rd IFC drawings
GENERAL NOTES ANDSTOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. INSPECTIONS:
19. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, 7. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2'
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL IS TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT
CONTRACTOR. CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN
AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN
TO ACCURATELY SETOUT THE WORKS. OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE INSPECTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO
FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO
ALLOW FOR THE WORKS TO BE INSPECTED TO THE SATISFACTION OF
ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ALL
TMP. SUITABLE FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED REPORT. a.PRESTART
AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. ACCORDANCE WITH OPW APPROVALS BY COUNCIL.
8. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED 22. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF AT LEAST 75% IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO
SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE OF THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, c. SIDE AND CUT OFF DRAINS
COMPACTION).
CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS.
ADDITIONAL COSTS INCURRED BY RECOR.
9. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
23. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES.
AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL
24. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE f. STORMWATER STRUCTURE BASE SLABS
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH
AND CONSTRUCTION CODE (2013).
THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE 10. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES SHALL BE ACCORDANCE WITH LANDSCAPE DRAWINGS. g. SEWER RETICULATION
REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE AND
PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. JOINTING NOTES 11. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. h. WATER RETICULATION
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND 12. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED i. PAVEMENT SUBGRADE
REQUIREMENTS OF AS3727.1:2016.
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS MANAGEMENT PLANS.
2. SAW CUT JOINTS MUST BE:
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. a. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS. 13. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES
j. PAVEMENT REINFORCING
4 3
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT
RECOR AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL b. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL k. PAVEMENT PRIOR TO SEALING (PRESEAL)
WORKS. PLAN
c. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS 14. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS
TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT
4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO m. PRACTICAL COMPLETION
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND AUSTRALIAN STANDARDS AND LEGISLATION.
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES
ROAD PAVEMENTS.
IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES 15. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON n. ON MAINTENANCE
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR SURFACE. LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS o. OFF MAINTENANCE
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 6. DOWEL BARS ARE TO BE ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / a. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT PRACTICAL TO RESTRICT DUST MOVEMENT.
AUTHORITY/COUNCIL. p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
400MM CENTRES DEVELOPMENT APPROVAL)
b. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 16. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. TEMPORARY
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. 300MM CENTRES UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
c. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN 300MM CENTRES 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR GEOTECHNICAL ENGINEER.
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EARTHWORKS NOTES 17. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE
1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS ADVICE OF A SPECIALIST SHORING CONTRACTOR.
INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS
REQUIRED.
RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE
CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO 18. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON EARTHWORKS COMMENCING. SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. STRUCTURAL ENGINEER.
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF
100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED
12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF 19. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR STRUCTURAL FILL. ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM
CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SATISFACTION.
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING
RELEVANT APPROVALS. SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE 20. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE. GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES UNDERTAKE THE PRELOADING OPERATIONS.
CONSTRUCTION. SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY
COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE
15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE
DEMOLITION WORKS COMMENCING ON SITE. COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND
AS1289.
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES,
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM 5. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND
SITE U.N.O. COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED
AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM
COMMENCEMENT OF ANY WORKS ON SITE. PARTICLE SIZE OF 100MM AND CAPABLE OF BEING COMPACTED INTO
COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL
SERVICE LOCATIONS 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN.
SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL
INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
IT IS THE RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE
COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. 6. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
CONTRACTOR TO CONTACT ALL RELEVANT CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION CONTENT FOR STANDARD COMPACTION.
SERVICE AUTHORITIES TO VERIFY THE
LOCATION OF ALL EXISTING SERVICES PRIOR
TO THE START OF CONSTRUCTION
ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS
AGL SERVICE PROVIDERS elstra Manual of Uniform Traffic Control Devices
AUSTRALIA
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ENERGY
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WARNING: OPTIC FIBRE
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NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
NOTE: ALL SIGNS & LINE MARKING TO BE IN
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS.
BE CONFIRMED PRIOR TO START OF CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES.
North Point Approved Project Address Title
522 COOROY MOUNTAIN RD GENERAL NOTES
ADAM BROUGHTON RPEQ 8915
COOROY MOUNTAIN
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING + PROJECT SERVICES Client Details PROJECT NAME: Sheet Size
SUNSHINE COAST | BRISBANE
B 10.07.24 ISSUE FOR CONSTRUCTION AB MP www.recor.au | ABN 89 647 469 707 TRAVIS MCCARTHY PROPOSED DRIVEWAY UPGRADE A1
A 23.04.24 ISSUE FOR OPW APPROVAL DK AB
N.T.S. COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
20210080 C002 B
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
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