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Appendix B - Engineering Plans
Plans and drawings: the text below has words only, no drawings.
4. MATERIAL WON FROM SITE TO BE INSPECTED BY ENGINEER
GENERAL 3. CONSULTATION WITH AFFECTED PARTIES IS MANDATORY FOR APPROVAL PRIOR TO USE AS FILLING UNDER SLABS. NON-SAND FILL TO 95% MAXIMUM
WHEN IDENTIFYING HAZARDS,ASSESSING RISKS AND ANY IMPORTED FILL TO HAVE A MINIMUM CBR VALUE OF DRY DENSITY STANDARD
1. THESE ENGINEERING DRAWINGS HAVE BEEN PREPARED
DECIDING ON CONTROL MEASURES. 15%. ALL FILL TO BE COMPACTED TO EITHER CONTROLLED COMPACTION) IN ACCORDANCE
FROM INFORMATION AVAILABLE AT THE TIME. AS THIS
OR ROLLED FILL STANDARD AS SPECIFIED ELSEWHERE WITH AUSTRALIAN STANDARD
INFORMATION MAY BE THE SUBJECT OF CHANGE PRIOR TO 4. CONSTRUCTION SHALL BE CARRIED OUT USING SAFE
OR DURING CONSTRUCTION, THE CONTRACTOR IS REQUESTED WORK METHODS AND IN ACCORDANCE WITH THE FOLLOWING COMPACTION TESTS SHALL BE
5. WHERE SERVICE TRENCHES ARE REQUIRED TO BE
TO ADVISE THE ENGINEER WHERE DIFFERENCES OCCUR. THESE
DRAWINGS SHALL NOT BE USED FOR FINAL SETOUT OF THE
DOCUMENTS:- EXCAVATED BELOW FOOTING BASE LEVEL, SIDE OF CARRIED OUT ON EACH LAYER AS LINDSAY CONSULTING PTY
LTD
TRENCH SHALL BE LOCATED AWAY FROM SIDE OF FOOTING THE FILLING IS PLACED. IF THE
PROJECT UNLESS SPECIFICALLY STATED.
LEGISLATION BY THE SAME DISTANCE THAT THE TRENCH IS BELOW COMPACTION STANDARD
FOOTING BASE. WHERE THIS CANNOT BE ACHIEVED, THE SPECIFIED IS NOT ACHIEVED, THEN
2. INSPECTIONS ARE REQUIRED TO BE PERFORMED BY A
- WORKPLACE HEALTH AND SAFETY ACT 2011 STRUCTURAL ENGINEER SHALL BE CONTACTED FOR A "PIER AND SLAB" AND "PIER AND
DULY APPOINTED COMPETENT PERSON(S). REFER TO PRINCIPLE
- WORKPLACE HEALTH AND SAFETY REGULATION 2011 FURTHER DIRECTION. BEAM" FOOTING DESIGN SHALL BE
CONTRACTOR, CERTIFIER, STATE GOVERNMENT LEGISLATION
ADOPTED WITH ALL PIERS FOUNDED
OR COUNCIL FOR FOR HOLD POINTS.
6. ALL SOIL CONDITIONS SHALL BE AS PER SPECIFIED ON THE NATURAL UNDERLYING
QUEENSLAND GOVERNMENT CODES OF GEOTECHNICAL REPORT. WHERE CONDITIONS VARY FROM MATERIAL.
3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH PRACTICE REPORT THE GEOTECHNICAL ENGINEER SHALL BE CONTACTED
ALL ARCHITECTURAL AND OTHER CONSULTANTS
FOR DIRECTIONS
DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER
WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE
- CONFINED SPACES: CODE OF PRACTICE 2016 STORMWATER DRAINAGE NOTES
- FORMWORK CODE OF PRACTICE 2016 7. THE CONTRACTOR(S) SHALL FULLY INFORM THEMSELVES
COURSE OF THE CONTRACT. - HAZARDOUS MANUAL TASKS: CODE OF PRACTICE 2016 OF THE GROUND CONDITIONS ON SITE PRIOR TO 1.ANY CHANGES SHALL BE APPROVED BY THE ENGINEER IN
- HOW TO MANAGE WORK HEALTH AND SAFETY RISKS: CODE COMMENCEMENT OF THE WORKS AND ADOPT SEEPAGE AND WRITING PRIOR TO CARRYING OUT OF THE WORKS
4. ALL DISCREPANCIES SHALL BE REFERRED TO THE OF PRACTICE 2011 DRAINAGE CONTROL AND CONSTRUCTION PRACTICES
ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE - MANAGING NOISE AND PREVENTING HEARING LOSS AT APPROPRIATE FOR THE SITE CONDITIONS. 2.ALL LEVELS TO AHD.
WORK. WORK: CODE OF PRACTICE 2015
- MANAGING THE RISK OF FALLS AT WORKPLACES: CODE OF 8. WHERE ANY FILLING IS CARRIED OUT ON THE SITE AFTER 3.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED
5. ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE PRACTICE 2011 THE COMPLETION OF THE SITE INVESTIGATION, THE OTHERWISE.
WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE - MANAGING WORK ENVIRONMENT AND FACILITIES: CODE OF FOLLOWING REQUIREMENTS SHALL BE FOLLOWED:
CONSTRUCTION AND FABRICATION IS COMMENCED. PRACTICE 2011 4.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE
- MOBILE CRANE: CODE OF PRACTICE 2006 THE SITE SHALL BE STRIPPED OF ALL VEGETATION BEFORE WORK COMMENCES.
6. THE ENGINEER'S DRAWINGS SHALL NOT BE SCALED. - SCAFFOLDING: CODE OF PRACTICE 2009 PRIOR TO THE PLACEMENT OF ANY FILLING
- STEEL CONSTRUCTION: CODE OF PRACTICE 2004 MATERIAL. 5. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE
7. DURING CONSTRUCTION THE CONTRACTOR SHALL BE - TILT-UP AND PRE-CAST CONSTRUCTION INDUSTRY CODE DRAWING.
RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE OF PRACTICE 2003 COMPACTION STANDARDS FOR FILLING MATERIAL
CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED - TOWER CRANE: CODE OF PRACTICE 2006 6. FOR BUILDING SET-OUT REFER ARCHITECTURAL DRAWINGS
UNDER CONSTRUCTION ACTIVITIES. - WORK HEALTH AND SAFETY CONSULTATION, CONTROLLED FILLING
CO-OPERATION AND CO-ORDINATION CODE OF PRACTICE 7. THE LOCATION AND DEPTH OF ALL SERVICES SHALL BE
8. WORKMANSHIP AND MATERIALS ARE TO BE IN 2011 (A) SAND FILLING UP TO 800 DEEP, PLACED IN VERIFIED ON SITE WITH THE REVLEVANT AUTHORITY PRIOR TO
ACCORDANCE WITH THE RELEVANT CURRENT S.A.A. CODES
INCLUDING ALL AMENDMENTS, AND THE LOCAL STATUTORY
QUEENSLAND GOVERNMENT CODES OF MAXIMUM 300mm THICK LAYERS AND THE COMMENCEMENT OF WORKS
PRACTICE (CONTINUED) COMPACTED WITH A VIBRATING ROLLER TO
AUTHORITIES, EXCEPT WHERE VARIED BY THE CONTRACT ACHIEVE A MINIMUM DYNAMIC CONE PENETRO- 8. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE
DOCUMENTS.
METER READING OF 7 BLOWS PER 300 MAINTAINED TO ENSURE SAFE PASSAGE OF TRAFFIC AND
- SAFE DESIGN OF STRUCTURES CODE OF PRACTICE 2014
PENETRATION (REFER AS 1289.F3.3). PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF
9. THE APPROVAL OF A SUBSTITUTION SHALL BE SOUGHT OTHER REFERENCES:
- NATIONAL CODE OF PRACTICE FOR PRECAST, TILT UP AND THE LOCAL AUTHORITY.
FROM THE ENGINEER, BUT IS NOT AN AUTHORIZATION FOR SAND FILL MAY BE FLOODED IF NECESSARY TO
AN EXTRA. ANY EXTRA INVOLVED MUST BE TAKEN UP WITH CONCRETE ELEMENTS IN BUILDING CONSTRUCTION, 2008
ACHIEVE THIS COMPACTION STANDARD, 9.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
THE ARCHITECT AND/OR PRINCIPLE BEFORE THE WORK PROVIDED THE WATER CAN SUBSEQUENTLY BE CURRENT LOCAL AUTHORITIES SPECIFICATIONS AND
COMMENCES. CONTRACTORS SUBMISSIONS DRAINED FROM THE SITE. STANDARDS.
10. UNLESS NOTED OTHERWISE ALL DIMENSIONS ARE IN
1. THE REINFORCEMENT, PRE-STRESSING AND STRUCTURAL (B) NON-SAND FILLING UP TO 400 DEEP, PLACED IN 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
MILLIMETRES MAXIMUM 150 mm THICK LAYERS AND
STEEL MATERIAL SUPPLIER MUST BE CERTIFIED BY ACRS ALL RELEVANT AUTHORITIES AND PAYING ALL FEES NECESSARY
(AUSTRALIAN STANDARDS CERTIFICATION AND COMPACTED WITH A MECHANICAL ROLLER. BEFORE COMMENCING WORK, FOR LOCATING ALL EXISTING
11. ALL LEVELS ARE EXPRESSED IN METRES.
VERIFICATION OF REINFORCING, PRE-STRESSING AND CLAY FILL SHALL BE MOIST DURING SERVICES AND FOR REPAIR OF ANY SERVICES DAMAGED AS A
STRUCTURAL STEELS) FOR THE SUPPLY OF REINFORCEMENT, COMPACTION. RESULT OF THE FOOTPATHS AND PRIVATE PROPERTY SHALL BE
12. ALL PROPS AND FORMWORK FOR BEAMS AND SLABS SHALL
PRE-STRESSING STRUCTURAL STEEL. REINSTATED TO THEIR ORIGINAL CONDITION.
BE REMOVED BEFORE CONSTRUCTION OF ANY MASONRY
(C) CONTROLLED FILLING SHALL CONTINUE FOR AT
WALLS OR PARTITIONS ON THE FLOOR.
2. SUBMIT CURRENT CERTIFICATES. LEAST 1 METRE PAST THE EDGE OF THE 11.ANY OBSOLETE/REDUNANT DRIVEWAY CROSSINGS AND
FOOTING BEAM AND SHALL BE BATTERED BACK DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING
13. ALL NON LOAD BEARING WALLS SHALL BE KEPT CLEAR OF
TO THE ORIGINAL SURFACE WITH A SLOPE OF ASSOCIATED PIPES ACROSS THE FOOTPATH SHALL BE REMOVED
THE UNDERSIDE OF SLABS AND BEAMS BY 20mm
NO MORE THAN 1:2 (VERT : HOR).
WATERPROOFING AND THE KERB AND CHANNEL AND FOOTPATH REINSTATED TO
THE LOCAL AUTHORITIES CURRENT SPECIFICATIONS AND OR
14. UNLESS OTHERWISE SHOWN. SUBTERRANEAN TERMITE
(D) WHERE THE DEPTH OF FILLING MATERIAL STANDARDS
PROTECTION SHALL BE IN ACCORDANCE WITH AS 3660 - PART 1 1. REFER TO ARCHITECTS DOCUMENTATION FOR EXCEEDS THAT SPECIFIED ABOVE, THE FILLING
AND THE BCA. WATERPROOFING DETAILS AND PRODUCT SPECIFICATIONS MATERIAL SHALL BE COMPACTED 12.THE CONTRACTOR'S ATTENTION IS DRAWN TO THE
GENERALLY. AS FOLLOWS:- REQUIREMENTS OF THE WORKPLACE HEALTH AND SAFETY ACT
15. NON-STRUCTURAL ITEMS SUCH AS DAMP PROOF
1995. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH
COURSING, FLASHING AND WEEP HOLES ARE NOT SHOWN 2. WHILE THE SELECTION AND DETAILING OF SAND FILL TO 65% DENSITY INDEX IN THIS ACT AND IN PARTICULAR THE CONTRACTOR TO ENSURE
FOR CLARITY. REFER TO THE ARCHITECTURAL DETAILS AS WATERPROOFING PRODUCTS IS OUTSIDE THE SCOPE OF ACCORDANCE WITH AS1289.E6.1 THE REQUIREMENTS OF THIS SPECIFICATION WITH REGARD TO
REQUIRED THE STRUCTURAL DOCUMENTATION, THE FOLLOWING ITEMS
'NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT ARE
MUST BE NOTED: NON-SAND FILL TO 95% MAXIMUM FULFILLED.
DRY DENSITY (STANDARD
16. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL (i) REINFORCED CONCRETE AND REINFORCED COMPACTION) IN ACCORDANCE 13.BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH
ROOFWATER PIPES TO BE uPVC CONCRETE BLOCKWORK ON THEIR OWN ARE NOT WITH AUSTRALIAN STANDARD FINISHED SURFACE, AND PIPES SHALL NOT PROJECT INSIDE THE
WATERPROOF.
SHAFT OF THE PIT.
17. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL
COMPACTION TESTS SHALL BE
COMPLETION OF WORKS AND 2. ALL PROPOSED OPERATIONAL (ii) LINDSAY CONSULTING PTY LTD RECOMMENDS CARRIED OUT ON EACH LAYER AS 14.STORMWATER DRAINAGE PIPES SHALL BE UPVC PIPE
WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WATERPROOFING MEASURES FOR ALL EXTERNAL THE FILLING IS PLACED. IF THE (MINIMUM SEWER CLASS SN8) TO AS 14. 1260 OR APPROVED
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND SLABS OVER USABLE SPACES AND EXTERNAL SINGLE COMPACTION STANDARD SPECIFIED EQUIVALENT. MINIMUM COVER TO ROOFWATER PIPES SHALL BE
COUNCIL'S DECISION SKIN MASONRY. IS NOT ACHIEVED, THEN A "PIER AND 50mm EXCEPT WHERE REDUCED COVER IS REQUIRED TO
SLAB" AND "PIER AND BEAM" DISCHARGE TO THE KERB AND CHANNEL.
18.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH (iii) FAILURE TO PROVIDE WATERPROOFING, OR FOOTING DESIGN SHALL BE
COUNCIL'S STANDARD DRAWING AND SHALL BE CONSTRUCTED INADEQUATE WATERPROOFING MEASURES MAY ADOPTED WITH ALL PIERS FOUNDED 15.MINIMUM PIPE GRADES FOR STORMWATER AS 3500 PART 3:
STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD RESULT IN LEAKS. ON THE NATURAL UNDERLYING PIPES SHALL COMPLY WITH - 1.0% (MIN) GRADE FOR PIPES < 150
MATERIAL. DIA. - 0.5% (MIN) GRADE FOR PIPES > 150 BUT < 375 DIA.
19. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND (iv) PROLONGED LEAKS CAN LEAD TO PREMATURE
LINEMARKING SHALL COMPLY WITH THE CURRENT MANUAL OF DETERIORATION OF STRUCTURAL ELEMENTS. ROLLED FILLING 16.CONCRETE DRIVEWAY AND PARKING AREAS SHALL BE
UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
CONSTRUCTED WITH 32 MPa
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING (v) WATER LEAKING THROUGH CONCRETE STRUCTURES (A) SAND FILLING UP TO 600 DEEP, PLACED IN
OUT". COUNCIL DOES NOT APPROVE OF BLACKING OUT OF TYPICALLY CONTAINS CALCIUM WHICH CAN DAMAGE MAXIMUM 300mm THICK LAYERS AND 17.REFER HYDRAULIC DRAWINGS FOR SANITARY DRAINAGE
EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED PAINTWORK COMPACTED BY REPEATED ROLLING WITH AN LAYOUTS.
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT
EXCAVATOR.
ROAD CROSSINGS AS APPLICABLE.
EARTHWORKS 18.COMPACTION OF MATERIAL UNDER CONCRETE DRIVEWWAYS
(B) NON-SAND FILING UP TO 300 DEEP, PLACED IN AND PARKING AREAS SHALL BE (i) 75% MINIMUM DENSITY FOR
SAFETY 1. EARTHWORKS TO COMPLY WITH AS3798. MAXIMUM 150mm THICK LAYERS AND COHESIONLESS MATERIAL (AS 1289 E5.1) AND (ii) 90% RELATIVE
COMPACTED BY REPEATED ROLLING WITH AN DRY DENSITY (STD COMP.) FOR MATERIAL OTHER THAN (i)
1. REFER TO THE PROJECT DOCUMENTS FOR AN 2. STRIP SITE OF ALL TOPSOIL, VEGETATION AND EXCAVATOR
ASSESSMENT OF THE RISKS ASSOCIATED WITH THE ANY DELETERIOUS MATTER TO A MINIMUM DEPTH OF 150 mm.
WORKS AND RECOMMENDED TREATMENTS. (C) WHERE THE DEPTH OF FILLING MATERIAL
3. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. SOFT EXCEEDS THAT SPECIFIED ABOVE, THE FILLING
2. WHERE THERE IS IS NO OVER RIDING PROJECT DOCUMENT/ SPOTS TO BE REMOVED AND BACKFILLED. ALL NATURAL MATERIAL SHALL BE COMPACTED AS
SPECIFICATIONS THEN REFER TO THE PRINCIPLE SUBGRADE IS TO BE COMPACTED TO ACHIEVE A DENSITY FOLLOWS:-
CONTRACTOR FOR ALL SAFETY REQUIREMENTS INDEX OF 70%. SAND FILL TO 65% DENSITY INDEX IN
ACCORDANCE WITH AS1289.E6.1
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