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20220218 22 Grant SWMP · MCU22/0172
GENERAL NOTES COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. EARTHWORKS NOTES ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND PRACTICAL TO RESTRICT DUST MOVEMENT.
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. STOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. 1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. TO CONFIRM THE SOIL CONDITIONS PRIOR TO EARTHWORKS
SETOUT THE WORKS. 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT COMMENCING.
REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO 100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED TMP. LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. STRUCTURAL FILL.
20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL ENGINEER.
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN 3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE
OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION ACCORDANCE WITH OPW APPROVALS BY COUNCIL. SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE
AND LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE OF A SPECIALIST SHORING CONTRACTOR.
RECTIFY AT THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS 21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE.
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
INCURRED BY RECOR. 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS RESERVE, PARKS/OPENSPACE, EASEMENTS. CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ARE STRUCTURAL ENGINEER.
IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE
23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND
ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON
THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND AS1289.
23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE AND CONSTRUCTION CODE (2013). REQUIRED ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN SATISFACTION.
SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN
24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS
AS REQUIRED DURING PROPOSED WORKS. WOULD BE REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY
INCLUSIVE OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING
STANDARD SIGNS AND LINE MARKING NOTES HEAVY MOBILE PLANT ON THE SITE.
DRAWINGS FOR BUILDING SLAB THICKNESSES AND HYDRAULIC
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS 1. GENERAL DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF
COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED REQUIRED BULK EARTHWORKS SURFACE.
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR CONTROL DEVICES (CURRENT EDITION). GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 2. SIGNS FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO
PARTICLE SIZE OF 100mm AND CAPABLE OF BEING COMPACTED INTO
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS UNDERTAKE THE PRELOADING OPERATIONS.
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL
NOTED OTHERWISE. HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS,
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
ROAD PAVEMENTS. EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE INSPECTIONS:
POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM CONTENT FOR STANDARD COMPACTION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
FACE OF KERB. 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / INSPECTIONS. SHOULD THE
AUTHORITY/COUNCIL. TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH
HEADLIGHT. STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL 3. SIGN SUPPORTS CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT. RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN WHERE THEY ARE IN A PAVED SURFACE. CONFIRMATION OF RETAINING WALL COLOUR AND FINISH. RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR 4. LINEMARKING 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' CONTRACTOR.
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF a. PRESTART
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
REQUIRED. JOINTING NOTES SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE c. SIDE AND CUT OFF DRAINS
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON TO THE REQUIRED BEARING CAPACITY UNDER THE
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL REPORT.
WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. REQUIREMENTS OF AS3727.1:2016. 11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
2. SAW CUT JOINTS MUST BE: TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL f. STORMWATER STRUCTURE BASE SLABS
BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS.
AT LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 2.1. g. SEWER RETICULATION
4 3 LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION).
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR 2.2.
CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. 12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO h. WATER RETICULATION
TO NOTE COUNCILS ADAC REQUIREMENTS.
2.3.
PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH i. PAVEMENT SUBGRADE
POURS. 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL
RELEVANT APPROVALS. 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL j. PAVEMENT REINFORCING
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS. ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
k. PAVEMENT PRIOR TO SEALING (PRESEAL)
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES ACCORDANCE WITH LANDSCAPE DRAWINGS. l. RETAINING WALL FOOTING REINFORCING
CONSTRUCTION.
IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
DEMOLITION WORKS COMMENCING ON SITE.
ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB MANAGEMENT PLANS.
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, SURFACE. 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE o. PRACTICAL COMPLETION
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE 6. DOWEL BARS ARE TO BE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE p. ON MAINTENANCE
U.N.O. 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
q. OFF MAINTENANCE
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING 400MM CENTRES 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
COMMENCEMENT OF ANY WORKS ON SITE. 300MM CENTRES AUSTRALIAN STANDARDS AND LEGISLATION. DEVELOPMENT APPROVAL)
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN. 300MM CENTRES UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT RELEVANT TO THEIR CERTIFICATION SCHEME
CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
INTEGRA PARTNERSHIPS TITLE: STATUS:
22 GRANT STREET GENERAL NOTES FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 NATHAN WAGSTAFF CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S DATE: 23/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220218 A1 01
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