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240608Opw-b
PROJECT NOTES (NOTEGENERAL
GENERAL
THAT(CONTIINUED)
ALL NOTES MAY NOT APPLY) QUEENSLAND GOVERNMENT CODES OF EARTHWORKS CONTINUED VEGETATION PROTECTION
PRACTICE NOTES
1. THESE ENGINEERING DRAWINGS HAVE BEEN 20. ALL TEMPORARY AND PERMANENT ROAD SIGNS • COMPACTION STANDARDS FOR FILLING MATERIAL
PREPARED FROM INFORMATION AVAILABLE AT AND LINEMARKING SHALL COMPLY WITH THE - CONFINED SPACES: CODE OF PRACTICE 7443
1. TREES LOCATED ALONG THE FOOTPATH SHALL
THE TIME. AS THIS INFORMATION MAY BE THE CURRENT MANUAL OF UNIFORM TRAFFIC - FORMWORK CODE OF PRACTICE 7443 CONTROLLED FILLING
BE, TRANSPLANTED PRIOR TO CONSTRUCTION,
SUBJECT OF CHANGE PRIOR TO OR DURING CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE - HAZARDOUS MANUAL TASKS: CODE OF PRACTICE
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
(A) SAND FILLING UP TO 800 DEEP,PLACED OR REPLACED IF DESTROYED. LTD
CONSTRUCTION, THE CONTRACTOR IS MARKING SHALL BE REMOVED BY GRINDING 7443
REQUESTED TO ADVISE THE ENGINEER WHERE NOT"BLACKING OUT". COUNCIL DOES NOT - HOW TO MANAGE WORK HEALTH AND SAFETY IN MAXIMUM 300mm THICK LAYERS
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER
DIFFERENCES OCCUR. THESE DRAWINGS SHALL APPROVE OF BLACKING OUT OF EXISTING LINE RISKS: CODE OF PRACTICE 2011 AND COMPACTED WITH A VIBRATING
OR HARDWOOD GIRDLES SHALL BE RPEQ 4928
NOT BE USED FOR FINAL SETOUT OF THE MARKING. KERB MARKERS SHALL BE PROVIDED - MANAGING NOISE AND PREVENTING HEARING ROLLER TO ACHIEVE A MINIMUM
CONSTRUCTED WITH 1.8m BATTENS CLOSELY OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
PROJECT UNLESS SPECIFICALLY STATED. FOR ALL WATER, TELSTRA AND ANY OTHER LOSS AT WORK: CODE OF PRACTICE 2015 DYNAMIC CONE PENETRO- METER
SPACED AND ARRANGED VERTICALLY FROM THIS DRAWING REMAINS THE PROPERTY OF
SERVICE CONDUIT ROAD CROSSINGS AS - MANAGING THE RISK OF FALLS AT WORKPLACES: READING OF 7 BLOWS PER 300
GROUND LEVEL. GIRDLES SHALL BE STRAPPED LINDSAY CONSULTING PTY LTD AND IS FOR
2. INSPECTIONS ARE REQUIRED TO BE PERFORMED APPLICABLE. CODE OF PRACTICE 2011 PENETRATION (REFER AS 1289.F3.3).
TO TREES PRIOR TO CONSTRUCTION AND REMAIN
BY A DULY APPOINTED COMPETENT PERSON(S). - MANAGING WORK ENVIRONMENT AND FACILITIES:
UNTIL COMPLETION.
THE SOLE USE OF THE CLIENT. NO PART
REFER TO PRINCIPLE CONTRACTOR, CERTIFIER, 21. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF CODE OF PRACTICE 2011 SAND FILL MAY BE FLOODED IF MAY BE USED IN PART OR WHOLE WITHOUT
STATE GOVERNMENT LEGISLATION OR COUNCIL SERVICES, ALL DIMENSIONS AND LEVELS PRIOR - MOBILE CRANE: CODE OF PRACTICE 2006 NECESSARY TO ACHIEVE THIS PRIOR EXPRESS WRITTEN CONSENT OF
3. TREE ROOTS SHALL BE TUNNELLED UNDER,
FOR FOR HOLD POINTS. TO CONSTRUCTION. - SCAFFOLDING: CODE OF PRACTICE 2009 COMPACTION STANDARD, PROVIDED
RATHER THAN SEVERED. IF ROOTS ARE SEVERED LINDSAY CONSULTING PTY LTD
- STEEL CONSTRUCTION: CODE OF PRACTICE 2004 THE WATER CAN SUBSEQUENTLY BE
THE DAMAGED AREA SHALL BE TREATED WITH A
3. THESE DRAWINGS SHALL BE READ IN 22. ALL MATERIALS & WORKMANSHIP SHALL BE IN - TILT-UP AND PRE-CAST CONSTRUCTION DRAINED FROM THE SITE. CLIENT AND PROJECT DESCRIPTION
SUITABLE FUNGICIDE. CONTACT RELEVANT
CONJUNCTION WITH ALL ARCHITECTURAL AND ACCORDANCE WITH AS2890, THE BUILDING CODE INDUSTRY CODE OF PRACTICE 2003
COUNCIL ARBORIST FOR FURTHER ADVICE.
OTHER CONSULTANTS DRAWINGS AND
SPECIFICATIONS AND WITH SUCH OTHER
OF AUSTRALIA (INCLUDING THE QUEENSLAND
SUPPLEMENT), THE QUEENSLAND BUILDING ACT
-
-
TOWER CRANE: CODE OF PRACTICE 2006
WORK HEALTH AND SAFETY CONSULTATION,
(B) NON-SAND FILLING UP TO 400 DEEP,
PLACED IN MAXIMUM 150 mm THICK
GJ GARDNER NOOSA
WRITTEN INSTRUCTIONS AS MAY BE ISSUED AMENDMENT ACT 1991 AND THE LOCAL CO-OPERATION AND CO-ORDINATION CODE OF LAYERS AND COMPACTED WITH A
4. ANY TREE LOPPING REQUIRED SHOULD BE
UNDERTAKEN BY AN APPROVED ARBORIST.
PROPOSED RESIDENTIAL
DURING THE COURSE OF THE CONTRACT. AUTHORITY'S BY-LAWS. PRACTICE 2011 MECHANICAL ROLLER. CLAY FILL
- SAFE DESIGN OF STRUCTURES CODE OF SHALL BE MOIST DURING DEVELOPMENT
4. ALL DISCREPANCIES SHALL BE REFERRED TO THE 23. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN PRACTICE 2014 OTHER REFERENCES: COMPACTION. SOIL NOTES 4-6 HAY STREET,
ARCHITECT/ENGINEER FOR DECISION BEFORE RELEVANT APPROVALS PRIOR TO - NATIONAL CODE OF PRACTICE FOR PRECAST, 1. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED
TEWANTIN
SOIL NOTE
PROCEEDING WITH THE WORK. COMMENCEMENT OF WORKS. TILT UP AND CONCRETE ELEMENTS IN BUILDING (C) CONTROLLED FILLING SHALL SEPARATELY.
CONSTRUCTION, 2008 CONTINUE FOR AT LEAST 1 METRE
5. ALL DIMENSIONS RELEVANT TO SETTING OUT AND 24. KERB MARKERS SHALL BE PROVIDED FOR ALL PAST THE EDGE OF THE FOOTING 2. CARE SHALL BE TAKEN TO PREVENT SEDIMENT
OFF-SITE WORK SHALL BE VERIFIED BY THE
CONTRACTOR BEFORE CONSTRUCTION AND
WATER, TELSTRA AND ANY OTHER SERVICE
CONDUIT ROAD CROSSINGS AS APPLICABLE
CONTRACTORS SUBMISSIONS BEAM AND SHALL BE BATTERED BACK
TO THE ORIGINAL SURFACE WITH A
FROM ENTERING THE STORMWATER SYSTEM.
THIS MAY INVOLVE PLACING APPROPRIATE
FABRICATION IS COMMENCED. SLOPE OF NO MORE THAN SEDIMENT CONTROLS AROUND STOCKPILES. DRAWING TITLE
1. THE REINFORCEMENT, PRE-STRESSING AND
6. THE ENGINEER'S DRAWINGS SHALL NOT BE
25. ALL VARIATIONS SHALL BE BE APPROVED IN
WRITING BY THE ENGINEER BEFORE BEING STRUCTURAL STEEL MATERIAL SUPPLIER MUST
1:2 (VERT : HOR).
3. IF ACID SULPHATE SOILS EXIST IN THE WORKS
STANDARD NOTES
SCALED. CARRIED OUT BE CERTIFIED BY ACRS (AUSTRALIAN STANDARDS (D) WHERE THE DEPTH OF FILLING
CERTIFICATION AND VERIFICATION OF AREA. THE OUTPUTS FROM THE RISK
MATERIAL EXCEEDS THAT SPECIFIED ASSESSMENT BASED ON THE QUEENSLAND ACID
7. DURING CONSTRUCTION THE CONTRACTOR 26. THE CONTRACTOR SHALL CONFIRM THE REINFORCING, PRE-STRESSING AND STRUCTURAL ABOVE, THE FILLING MATERIAL SHALL
STEELS) FOR THE SUPPLY OF REINFORCEMENT, SULPHATE SOIL TECHNICAL MANUAL SHALL BE
SHALL BE RESPONSIBLE FOR MAINTAINING THE LOCATION OF ALL EXISTING SERVICES ON AND BE COMPACTED AS FOLLOWS:- CONFORMED TO.
STRUCTURE IN A STABLE CONDITION AND EXTERIOR TO THE SITE INCLUDING BUT NOT PRE-STRESSING STRUCTURAL STEEL.
ENSURING NO PART SHALL BE OVERSTRESSED LIMITED TO WATER MAINS, SEWER MAINS, GAS (i) SAND FILL TO 65% DENSITY SCALES
CREEK CROSSING NOTES
CREEK CROSSINGS NOTES
UNDER CONSTRUCTION ACTIVITIES. MAINS, LELECTRICAL CABLES, 2. SUBMIT CURRENT CERTIFICATES. INDEX IN ACCORDANCE WITH
TELECOMMUNICATION CABLES. ANY DAMAGE TO AS1289.E6.1
8. WORKMANSHIP AND MATERIALS ARE TO BE IN EXISTING SERVICES ITS THE RESPONSIBILITY OF EARTHWORKS 1. SILTATION CONTROL MEASURES SHALL BE
ACCORDANCE WITH THE RELEVANT CURRENT THE CONTRACTOR AND AT THE CONTRACTORS (ii) NON-SAND FILL TO 95% PLACED DOWNSTREAM OF ANY EXCAVATION
S.A.A. CODES INCLUDING ALL AMENDMENTS, AND EXPENSE 1. EARTHWORKS TO COMPLY WITH AS3798. MAXIMUM DRY DENSITY WORK.
THE LOCAL STATUTORY AUTHORITIES, EXCEPT (STANDARD COMPACTION) IN
WHERE VARIED BY THE CONTRACT DOCUMENTS. 27. ALL REDUNDANT CROSSOVERS, ETC SHALL BE 2. STRIP SITE OF ALL TOPSOIL, VEGETATION AND ACCORDANCE WITH AUSTRALIAN 2. APPROPRIATE SEDIMENT CONTROLS SHALL BE
REMOVED DELETERIOUS MATTER TO A MINIMUM DEPTH OF STANDARD USED TO PREVENT SEDIMENT FROM ENTERING
9. THE APPROVAL OF A SUBSTITUTION SHALL BE 150 mm. THE CREEK.
SOUGHT FROM THE ENGINEER, BUT IS NOT AN 28. ALL FILL SHALL BE APPROVED BY THE
AUTHORIZATION FOR AN EXTRA. ANY EXTRA SUPERVISING ENGINEER PRIOR TO USE 3. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. (iii) COMPACTION TESTS SHALL BE 3. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF
INVOLVED MUST BE TAKEN UP WITH THE SOFT SPOTS TO BE REMOVED AND BACKFILLED. CARRIED OUT ON EACH LAYER THE CREEK.
ARCHITECT/ENGINEER AND/OR PRINCIPLE
BEFORE THE WORK COMMENCES.
SAFETY ALL NATURAL SUBGRADE IS TO BE COMPACTED AS THE FILLING IS PLACED. IF
THE COMPACTION STANDARD
TO ACHIEVE A DENSITY INDEX OF 70%.
REHABILATION SURVEY DATUM
REHABILIATION NOTES
SPECIFIED IS NOT ACHIEVED,
1. REFER TO THE PROJECT DOCUMENTS FOR AN
10. UNLESS NOTED OTHERWISE ALL DIMENSIONS 4. MATERIAL WON FROM SITE TO BE INSPECTED BY THEN A "PIER AND SLAB" AND
ASSESSMENT OF THE RISKS ASSOCIATED WITH 1. PREDISTURBANCE SOIL PROFILES AND
ARE IN MILLIMETRES ENGINEER FOR APPROVAL PRIOR TO USE AS "PIER AND BEAM" FOOTING .
THE ANY WORKS AND RECOMMENDED COMPACTION LEVELS SHALL BE REINSTATED.
FILLING UNDER SLABS. ANY IMPORTED FILL TO DESIGN SHALL BE ADOPTED
TREATMENTS.
11. ALL LEVELS ARE EXPRESSED IN METRES. HAVE A MINIMUM CBR VALUE OF 15%. ALL FILL TO WITH ALL PIERS FOUNDED
BE COMPACTED TO EITHER CONTROLLED OR ON THE NATURAL UNDERLYING 2. PREDISTURBANCE VEGETATION PATTERNS SHALL
12. ALL PROPS AND FORMWORK FOR BEAMS AND
2. WHERE THERE IS IS NO OVER RIDING PROJECT
ROLLED FILL STANDARD AS SPECIFIED MATERIAL. BE RESTORED. ASSOCIATED CONSULTANTS
DOCUMENT/ SPECIFICATIONS THEN REFER TO
SLABS SHALL BE REMOVED BEFORE ELSEWHERE
THE PRINCIPLE CONTRACTOR FOR ALL SAFETY
CONSTRUCTION OF ANY MASONRY WALLS OR
PARTITIONS ON THE FLOOR.
REQUIREMENTS
5. WHERE SERVICE TRENCHES ARE REQUIRED TO
ROLLED FILLING
REPRODUCED AND
13. ALL NON LOAD BEARING WALLS SHALL BE KEPT
3. CONSULTATION WITH AFFECTED PARTIES IS BE EXCAVATED BELOW FOOTING BASE LEVEL,
SIDE OF TRENCH SHALL BE LOCATED AWAY FROM
(A) SAND FILLING UP TO 600 DEEP,
PLACED IN MAXIMUM 300mm THICK UPDATED FROM
MANDATORY WHEN IDENTIFYING
CLEAR OF THE UNDERSIDE OF SLABS AND
BEAMS BY 20mm
HAZARDS,ASSESSING RISKS AND DECIDING ON SIDE OF FOOTING BY THE SAME DISTANCE THAT
THE TRENCH IS BELOW FOOTING BASE. WHERE
LAYERS AND COMPACTED BY
REPEATED ROLLING WITH AN CONTOUR CONSULTING
CONTROL MEASURES.
14. UNLESS OTHERWISE SHOWN. SUBTERRANEAN
THIS CANNOT BE ACHIEVED, THE STRUCTURAL
ENGINEER SHALL BE CONTACTED FOR FURTHER
EXCAVATOR.
ENGINEERS APPROVED
4. CONSTRUCTION SHALL BE CARRIED OUT USING
TERMITE PROTECTION SHALL BE IN ACCORDANCE
WITH AS 3660 - PART 1 AND THE BCA.
SAFE WORK METHODS AND IN ACCORDANCE DIRECTION. (B) NON-SAND FILING UP TO 300 DEEP,
PLACED IN MAXIMUM 150mm THICK
OPW DRAWINGS FOR
WITH THE FOLLOWING DOCUMENTS:-
15. NON-STRUCTURAL ITEMS SUCH AS DAMP PROOF
6. ALL SOIL CONDITIONS SHALL BE AS PER
SPECIFIED GEOTECHNICAL REPORT. WHERE
LAYERS AND COMPACTED BY
REPEATED ROLLING WITH AN
PROJECT 3045 FOR OPW
LEGISLATION
COURSING, FLASHING AND WEEP HOLES ARE
NOT SHOWN FOR CLARITY. REFER TO THE
CONDITIONS VARY FROM REPORT THE
GEOTECHNICAL ENGINEER SHALL BE CONTACTED
EXCAVATOR
22/0218 APPROVED 31
ARCHITECTURAL DETAILS AS REQUIRED -
-
WORKPLACE HEALTH AND SAFETY ACT 2011
WORKPLACE HEALTH AND SAFETY REGULATION
FOR DIRECTIONS (C) WHERE THE DEPTH OF FILLING
MATERIAL EXCEEDS THAT SPECIFIED
OCT 2022
16. ALL STORMWATER CULVERTS TO BE RCP CLASS 2011 7. THE CONTRACTOR(S) SHALL FULLY INFORM ABOVE, THE FILLING MATERIAL SHALL
2. ALL ROOFWATER PIPES TO BE uPVC, CLASS SH THEMSELVES OF THE GROUND CONDITIONS ON BE COMPACTED AS FOLLOWS:-
SITE PRIOR TO COMMENCEMENT OF THE WORKS
17. SILT MANAGEMENT PLAN TO REMAIN IN PLACE AND ADOPT SEEPAGE AND DRAINAGE CONTROL (i) SAND FILL TO 65% DENSITY INDEX IN
UNTIL COMPLETION OF WORKS AND CONSTRUCTION PRACTICES APPROPRIATE ACCORDANCE WITH AS1289.E6.1
FOR THE SITE CONDITIONS. REVISION LIST
18. ALL PROPOSED OPERATIONAL WORKS SHALL BE (ii) NON-SAND FILL TO 95% MAXIMUM DRY A ORIGINAL ISSUE 15/10/24
CONSTRUCTED IN ACCORDANCE WITH COUNCIL'S 8. WHERE ANY FILLING IS CARRIED OUT ON THE SITE DENSITY (STANDARD COMPACTION) IN B OVERLAND FLOW PATHS ADDED 18/12/24
OPERATIONAL WORKS APPROVAL LETTER AND AFTER THE COMPLETION OF THE SITE ACCORDANCE WITH AUSTRALIAN STANDARD
COUNCIL'S DECISION INVESTIGATION, THE FOLLOWING REQUIREMENTS
SHALL BE FOLLOWED: (iii) COMPACTION TESTS SHALL BE CARRIED OUT
19. CONCRETE KERB RAMPS SHALL BE ALIGNED TO ON EACH LAYER AS THE FILLING IS PLACED. IF
COMPLY WITH COUNCIL'S STANDARD DRAWING • THE SITE SHALL BE STRIPPED OF ALL THE COMPACTION STANDARD SPECIFIED IS
AND SHALL BE CONSTRUCTED STRICTLY IN VEGETATION PRIOR TO THE PLACEMENT OF ANY NOT ACHIEVED,THEN A "PIER AND SLAB" AND
ACCORDANCE WITH COUNCIL STANDARD FILLING MATERIAL. "PIER AND BEAM" FOOTING DESIGN SHALL BE
ADOPTED WITH ALL PIERS FOUNDED ON THE
NATURAL UNDERLYING MATERIAL.
Computer File
240608OW.DWG
DRAWING NUMBER SHEET REV.
24-0608-C1 1 B
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