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20220198 3 Delorme St Civil OPW
Attached to the e-mail MCU22/0158, OPW22/0228, RAL22/0022 - Response to Further Advice 9_12_22 - RE_ Information Response - 3 Delorme St Noosa Heads.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
GENERAL NOTES 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE CONFIRMATION THAT WORKS CAN COMMENCE.
HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. SOIL CONDITIONS PRIOR TO EARTHWORKS COMMENCING. 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY:
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT
SETOUT THE WORKS. ASSOCIATED WITH IMPLEMENTATION OF THE TMP. MATERIALS MUST NOT BE USED IN STRUCTURAL FILL. 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN
3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT 20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY ENGINEER.
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING SUBGRADE
APPROVALS RECEIVED FOR THE PROJECT AND IN ACCORDANCE WITH OPW PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED,
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT APPROVALS BY COUNCIL.
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED STANDARD REMOVED FROM SITE AT CONTRACTORS EXPENSE. TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
DRAWINGS AND SPECIFICATIONS U.N.O. 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL SPECIALIST SHORING CONTRACTOR.
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION EQUIPMENT. 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE CARRIED
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND RESERVE, PARKS/OPENSPACE, EASEMENTS. SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT WITH GEOTECHNICAL REPORT AND AS1289. ENGINEER.
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS TO CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS 23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE REQUIRED HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CODE (2013). THE SITE. 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY STANDARD SIGNS AND LINE MARKING NOTES WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS OTHERWISE BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS SURFACE.
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING 1. GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
PROPOSED WORKS. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF 100mm AND GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW FOR
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN DEVICES (CURRENT EDITION). STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF THE PRELOADING OPERATIONS.
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES 2. SIGNS 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS C.B.R. OF 10%.
REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION NOTED OTHERWISE. 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
PRIOR TO COMMENCING CIVIL WORKS. 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO CONTENT FOR STANDARD COMPACTION. INSPECTIONS:
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO
OF KERB. RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN CUT. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH STRUCTURAL
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING INSPECTIONS. SHOULD THE
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONSTRUCTION
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT REQUIREMENTS OF GEOTECHNICAL REPORT. CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO
TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF HEADLIGHT. 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION
INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. OF RETAINING WALL COLOUR AND FINISH. THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
3. SIGN SUPPORTS RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. THEY ARE IN A PAVED SURFACE. ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. a. PRESTART
4. LINEMARKING THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. AND EROSION CONTROL MEASURES UNSUITABLE GROUND
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS
CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED c. SIDE AND CUT OFF DRAINS
NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
JOINTING NOTES THE GEOTECHNICAL REPORT.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF AT f. STORMWATER STRUCTURE BASE SLABS
DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN REQUIREMENTS OF AS3727.1:2016. LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS OF g. SEWER RETICULATION
CONFIRMATION THAT WORKS CAN COMMENCE. 2. SAW CUT JOINTS MUST BE: 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS h. WATER RETICULATION
BETWEEN1 AND1 OF CONCRETE PAVEMENT DEPTHS.
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 2.1. PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED 300MM IN i. PAVEMENT SUBGRADE
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO 4 3 ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL
2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER j. PAVEMENT REINFORCING
NOTE COUNCILS ADAC REQUIREMENTS.
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. AND LOCAL AUTHORITY REQUIREMENTS. k. PAVEMENT PRIOR TO SEALING (PRESEAL)
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
APPROVALS. l. RETAINING WALL FOOTING REINFORCING
ALLOW EXPANSION AND CONTRACTION MOVEMENTS. ACCORDANCE WITH LANDSCAPE DRAWINGS.
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
CONSTRUCTION. THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. MANAGEMENT PLANS.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY o. PRACTICAL COMPLETION
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE
WORKS COMMENCING ON SITE. AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE. INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC p. ON MAINTENANCE
6. DOWEL BARS ARE TO BE IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN. q. OFF MAINTENANCE
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR
400MM CENTRES RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING AUSTRALIAN STANDARDS AND LEGISLATION. DEVELOPMENT APPROVAL)
6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT 300MM CENTRES 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
OF ANY WORKS ON SITE. 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO RELEVANT TO THEIR CERTIFICATION SCHEME
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED 300MM CENTRES SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO COVER
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT
ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND DUST MOVEMENT.
BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH
EARTHWORKS NOTES 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS
ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE 1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
AS DIRECTED. INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS RECOMMENDED
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
TITLE: STATUS:
CAPITAL PRUDENTIAL
GENERAL NOTES FOR APPROVAL
3 DELORME STREET, NOOSA HEADS
© ABN 89 647 469 707 JARO BAULEKA NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 26/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE:
NOOSA HEADS, QLD 4567
REV DATE DESCRIPTION DWN CHK APP DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
+61 7 5211 1003
AS INDICATED DATE: 26/08/22 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220198 A1 01
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