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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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GENERAL NOTES: ROADWORKS AND DRAINAGE NOTES EARTHWORKS NOTES DRAWINGS.
12. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS.
1. IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE SOIL
1. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, PLANT AND EQUIPMENT TO CONSTRUCT THE WORKS 1. ALL WORKS SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY'S STANDARD DRAWINGS, METHODS 13. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
CONDITIONS PRIOR TO EARTHWORKS COMMENCING.
AS DOCUMENTED AND STRICTLY IN ACCORDANCE WITH THE RELEVANT AUTHORITY STANDARDS, AND SPECIFICATIONS. 14. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE INSTALLED INCLUDING BUT NOT
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT OF THE
SPECIFICATIONS AND REQUIREMENTS. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS, LIMITED TO SHAKE DOWNS, SILT FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL
WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING
2. THE EXISTING SERVICES THAT ARE SHOWN ON THE DRAWINGS ARE PROVIDED FOR INFORMATION PURPOSES THE ACTUAL LIMITS SHALL BE DETERMINED ON-SITE BY THE SUPERINTENDENT DURING PLAN
AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN STRUCTURAL FILL.
ONLY. NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPAL FOR INFORMATION THAT HAS CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY 15. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS
3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT MATERIALS ENCOUNTERED
BEEN SUPPLIED BY OTHERS, OR ANY EXISTING SERVICES THAT MAY BE PRESENT NOT SHOWN ON THE WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION. (TEMPORARY OR PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
SHOULD BE REMOVED DURING SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE
DRAWINGS. THE CONTRACTOR SHALL VERIFY THE POSITION OF ANY UNDERGROUND SERVICES WITHIN THE 3. NEW CONSTRUCTION SHALL BE NEATLY JOINED TO EXISTING FORMATION. WHERE REQUIRED, THE EXISTING 16. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS TRACKS AND
MATERIAL TO BE REMOVED FROM SITE.
AREAS OF WORKS AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO. ANY ALTERATION FORMATION SHALL BE SAW CUT IN ACCORDANCE WITH IPWEAQ STD DRG RS-170. LEVELS AND GRADIENTS AT STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE
4. COMPACTION OF EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL VOLUMES OF WATER COMBINED
WORKS TO SERVICES WILL BE CARRIED OUT ONLY BY THE SERVICE OWNER AUTHORITY UNLESS APPROVED CONNECTIONS WITH EXISTING WORKS MAY BE VARIED AS REQUIRED TO ACHIEVE A SMOOTH CONNECTION. TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
WITH VIBRATORY COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON
OTHERWISE. 5. THE CONTRACTOR SHALL SUPPLY THE SUPERINTENDENT WITH THE SUBGRADE TEST RESULTS NECESSARY 17. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE CONTRACTOR IS
SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL
3. ALL CONSTRUCTION ACTIVITIES UNDERTAKEN SHALL COMPLY WITH CURRENT WORKPLACE HEALTH AND SAFETY FOR ALL PAVEMENT DESIGN. TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
REPORT AND AS1289.
REQUIREMENTS AND LEGISLATION. 6. THE CONTRACTOR SHALL ENSURE A MINIMUM OF 100mm TOPSOIL TO ALL VERGE AND BATTER AREAS (AND 18. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED ON SOIL SUBGRADES ALONG
4. PRIOR TO COMMENCING WORK, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL RELEVANT LOCAL STABILISATION AS ORDERED) GEOTECHNICAL ENGINEER AS OUTLINED IN THE GEOTECHNICAL INVESTIGATION REPORT. TEMPORARY
HAUL ROADS AND LAYDOWN AREAS TO IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE
AUTHORITY PERMITS. 7. THE CONTRACTOR SHALL INSTALL ALL FOOTPATH AND PRAM RAMPS IN COMPLIANCE WITH THE AUTHORITY'S UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT 1V:2H, AND IN MEDIUM DENSE
REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY MOBILE PLANT ON THE SITE.
5. THE CONTRACTOR SHALL NOT COMMENCE THE DEMOLITION OF ANY EXISTING BUILDINGS AND/OR STRUCTURES STANDARD DRAWINGS. PRAM RAMPS ARE TO BE LOCATED CLEAR OF DRAINAGE GULLY PITS AND FUTURE SAND AT 1V:1H FOR BATTERS UP TO 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY GEOTECHNICAL
6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE UNSUITABLE NATURAL
WITHOUT APPROVAL FROM THE SUPERINTENDENT. DRIVEWAY POSITIONS INDICATED ON THE LAYOUT PLANS. ENGINEER.
MATERIALS ARE LOCATED AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL.
6. THE CONTRACTOR SHALL APPLY INDUSTRY BEST PRACTICE SO WORKS SHALL NOT DISTURB OR AFFECT NEARBY 8. THE CONTRACTOR SHALL INSTALL SUBSOIL DRAINS UNDER ALL KERBS AS REQUIRED BY THE LOCAL 19. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED, TEMPORARY SHORING WILL BE
IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND
RESIDENTS EITHER BY DUST, NOISE, FLOODING OR DISCONNECTION OF SERVICES. CONTRACTOR TO ENSURE AUTHORITY'S STANDARDS. REQUIRED UNDER THE ADVICE OF A SPECIALIST SHORING CONTRACTOR.
STONES, WITH MAXIMUM PARTICLE SIZE OF 100MM AND CAPABLE OF BEING COMPACTED INTO COHERENT
THAT ACCESS AND SERVICES TO EXISTING PROPERTIES ARE AVAILABLE AT ALL TIMES. 10. ALL STORMWATER DRAINAGE MATERIALS, BEDDING, JOINTING AND STEP IRON REQUIREMENTS SHALL BE IN 20. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE SPECIFIC DESIGN TO PREVENT
FILLING TO THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A
7. THE CONTRACTOR SHALL VERIFY LEVELS OF EXISTING SERVICE CROSSINGS AND CONNECTION POINTS PRIOR ACCORDANCE WITH THE RELEVANT AUTHORITIESS STANDARD DRAWINGS, METHODS AND SPECIFICATIONS. UNDERMINING WHICH SHOULD BE CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
SHRINK-SWELL INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
TO COMMENCEMENT OF WORKS AND NOTIFY SUPERINTENDENT OF ANY DISCREPANCIES BETWEEN ACTUAL AND 11. THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE AND CONSTRUCTION LOADS HOWEVER, STRUCTURAL ENGINEER.
7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT FOR STANDARD
PROPOSED DESIGN LEVELS. THE CONTRACTOR SHALL ASSESS THE SUITABILITY OF MACHINERY USED ON SITE AND THE ANTICIPATED 21. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY CONSTRUCTED CUT/FILL
COMPACTION.
8. THESE ENGINEERING DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE APPROVED VEGETATION CONSTRUCTION LOADS, AND UPGRADE THE PIPE CLASSES IF NECESSARY IN ACCORDANCE WITH AS3725-2007. BATTERS AND RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A
8. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING SUPERVISION IN
MANAGEMENT PLAN, WHERE APPLICABLE. WHEN IN DOUBT, ALL EXISTING TREES ARE TO REMAIN UNLESS 12. ALL STORM WATER PIPES UNDER ROADWAYS AND FOOTPATHS SHALL BE CLASS '3' STEEL LONG-TERM FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL
DIRECTED OTHERWISE. REINFORCED CONCRETE UNLESS NOTED OTHERWISE. (ALL PIPES ARE Ø375 S.R.C.P. UNLESS
PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN
9. HOLD POINT: ONCE THE BASE OF MANHOLES, INSPECTION PITS, GULLIES AND FIELD INLETS FOR STORMWATER NOTED OTHERWISE).
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR
DRAINAGE AND SEWER RETICULATION HAVE BEEN POURED, CONSTRUCTION SHALL ONLY RE-COMMENCE ONCE ALL STORM WATER PIPES UP TO AND INCLUDING 600Ø SHALL BE R.R.J. STORMWATER PIPES
PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
THE SUPERINTENDENT AND/OR ENGINEER HAVE INSPECTED THE WORKS. GREATER THAN 600Ø SHALL BE INTERNAL FLUSH JOINTED WITH PROPRIETARY EXTERNAL
THE GEOTECHNICAL REPORT.
10. THE CONTRACTOR SHALL NOTE DURING THE COURSE OF THE WORKS WHEN JOINT INSPECTIONS WITH THE BAND. NOTE:
9. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD MAXIMUM DRY NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN
AUTHORITY AND THE SUPERINTENDENT ARE REQUIRED. THESE INCLUDE PRE-STARTS, SUBGRADES, PRE-SEALS, 14. THE TERM D50 DOCUMENTED ON THE DRAWINGS, IN RELATION TO ROCK ARMORING, CORRESPONDS TO THE
DENSITY. ON THE JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE
CLEARING, AND OTHER SUCH INSPECTIONS AS NOMINATED IN THE APPROVAL AND THE SPECIFICATIONS. THE REQUIRED MEDIAN DIAMETER OF THE PLACED ROCKS. THE ROCKS USED SHALL NOT VARY IN SIZE BY +/- 30% SUPERINTENDENT OR THE PRINCIPAL FOR THIS INFORMATION WHICH HAS
10. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS PER VERTICAL LIFT WHERE BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION
CONTRACTOR SHALL ENSURE NO WORKS PROCEED PAST THE INSPECTION POINT UNTIL THE JOINT INSPECTION OF THE PROPOSED D50 SIZE.
STRUCTURAL FILL HEIGHTS EXCEED 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ONLY. THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY
HAS BEEN SUCCESSFULLY COMPLETED. 15. SUBGRADE CBR TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT. FOR UNDERGROUND SERVICES IN THIS AREA AND SHALL BE RESPONSIBLE FOR
ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER AND LOCAL AUTHORITY MAKING GOOD ANY DAMAGE THERETO.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SAFE MOVEMENT OF TRAFFIC AND THE DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION, TESTS SHALL INCLUDE SOAKED
REQUIREMENTS.
PROTECTION OF PERSON AND PROPERTY THROUGH AND AROUND THE SITE. THE CONTRACTOR IS RESPONSIBLE CBR AND/OR OTHER TESTS AS REQUESTED BY THE SUPERINTENDENT.
11. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH LANDSCAPE
FOR ALL TRAFFIC MANAGEMENT INCLUDING THE DESIGN, CONSTRUCTION, MAINTENANCE AND REMOVAL OF CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE AUTHORITIES TO ASCERTAIN
TEMPORARY ROADWAYS, DETOURS, SIGNS, LIGHTS AND BARRIER AS REQUIRED STRICTLY IN ACCORDANCE WITH SERVICES PRESENT ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT
THE RELEVANT AUTHORITY REQUIREMENTS. BY THAT SERVICE AUTHORITY ONLY.
ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF
THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
ALL SETTING OUT IS THE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO WORKS
BULK EARTHWORKS NOTES COMMENCING ON SITE, THE SUPERINTENDENT'S SURVEYOR SHALL PEG ALL ALLOTMENT
1. NOTWITHSTANDING THE EXTENTS OF CUTTING AND FILLING SHOWN ON DRAWINGS, THE SUPERINTENDENT BOUNDARIES, PROVIDE COORDINATE INFORMATION TO THESE PEGS AND PLACE BENCH. THE CONTRACTOR
RESERVES THE RIGHT TO ADJUST THE FINISHED SURFACE LEVELS AND EARTHWORKS EXTENTS THROUGH SHALL SET OUT THE WORKS FROM AND MAINTAIN THESE PEGS.
WRITTEN DIRECTION. PIPE EXCAVATION, BEDDING AND BACKFILL (INCLUDING THE RESTORATION OF PAVEMENT
2. THE CONTRACTOR SHALL UNDERTAKE ALL CLEARING USING INDUSTRY BEST PRACTICE INCLUDING TRENCHES IS TO BE AS PER I.P.W.E.A.Q. STANDARD DRAWINGS DS-030 & DS-031.
CONSIDERATION OF FAUNA RELOCATION. 20. STORM WATER MANHOLES WHERE SHOWN ARE TAKEN TO BE AS PER I.P.W.E.A.Q STANDARD
3. THE CONTRACTOR SHALL UNDERTAKE ALL EARTHWORKS IN ACCORDANCE WITH AS3798-2007 AND LOCAL DRAWINGS DS-010, DS-018, DS-019, DS-20 AND DS-21.
AUTHORITY REQUIREMENTS. LEVEL 1 SUPERVISION IS REQUIRED. 21. STORM WATER GULLY PITS WHERE SHOWN ARE TAKEN TO BE LIP IN LINE AS PER I.P.W.E.A.Q.
4. THE CONTRACTOR SHALL CONSIDER LOADS GENERATED BY THE EARTHWORKS OPERATIONS SO AS TO AVOID STANDARD DRAWINGS D-0070 & D-0063.
DAMAGE TO ALL PIPES, SERVICES AND STRUCTURES. 22. STORMWATER INLETS AND OUTLETS TO BE IN ACCORDANCE WITH DTMR STD. DRG'S. 1303,
5. THE EARTHWORKS DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE PROJECT'S SEDIMENT AND 1304, 1306,1319 & I.P.W.E.A.Q STD DRG. DS-082.
EROSION CONTROL PLAN, WHERE APPLICABLE. 23. STEPIRONS ARE TO BE PROVIDED IN STORMWATER MANHOLES AND GULLIES GREATER THAN
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANNING, DESIGN, CERTIFICATION, IMPLEMENTATION 1.20m DEEP, IN ACCORDANCE WITH I.P.W.E.A.Q. STD. DWG. D-0016.
AND MAINTENANCE OF AN EROSION AND SEDIMENT CONTROL PLAN THAT IS COMPLIANT WITH THE 24. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH WORKPLACE HEALTH AND SAFETY
INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA) GUIDELINE 'BEST PRACTICE EROSION AND SEDIMENT REGULATIONS.
CONTROL' AND RELEVANT COUNCIL POLICIES.
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
E. WHITMORE
12 GYMPIE STREET, TEWANTIN GENERAL NOTES
---- ---- ---- ---- ---- 31423 11.11.25
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 17.02.26 ISSUED FOR OPW APPROVAL CS EW www.recor.au | ABN 89 647 469 707 NOVATO GROUP 7 LOT RESIDENTIAL SUBDIVISION A1
A 11.11.25 ISSUED FOR OPW APPROVAL AY EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
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. P0198-25-001 C002 A
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