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250314OPW-B Operational Works Drawings
PROJECT NOTES (NOTE THAT ALL NOTES MAY NOT APPLY)
GENERAL CONTRACTORS SUBMISSIONS EARTHWORKS CONCRETE REINFORCEMENT
1. THESE ENGINEERING DRAWINGS HAVE BEEN PREPARED FROM 1. THE REINFORCEMENT, PRESTRESSING AND STRUCTURAL STEEL 8. WHERE ANY FILLING IS CARRIED OUT ON THE SITE AFTER 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH 1. REINFORCEMENT IS TO BE IN ACCORDANCE WITH THE
INFORMATION AVAILABLE AT THE TIME. AS THIS INFORMATION MATERIAL SUPPLIER MUST BE CERTIFIED BY ACRS (AUSTRALIAN THE COMPLETION OF THE SITE INVESTIGATION, THE AS3600-2018. AS/NZS4671 AND TO BEFIXED AS SHOWN ON THE DRAWINGS.
MAY BE THE SUBJECT OF CHANGE PRIOR TO OR DURING STANDARDS CERTIFICATION AND VERIFICATION OF FOLLOWING REQUIREMENTS SHALL BE FOLLOWED:
CONSTRUCTION, THE CONTRACTOR IS REQUESTED TO ADVISE 2. REINFORCING, PRESTRESSING AND STRUCTURAL STEELS) FOR 2. CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND 2. REINFORCEMENNT GRADES ARE INDICATED BY THE FOLLOWING
THE ENGINEER WHERE DIFFERENCES OCCUR. THESE DRAWINGS THE SUPPLY OF REINFORCEMENT, PRESTRESSING STRUCTURAL • THE SITE SHALL BE STRIPPED OF ALL VEGETATION USED ONLY WHERE SHOWN OR SPECIFICALLY APPROVED BY SYMBOLS:
SHALL NOT BE USED FOR FINALSETOUT OF THE PROJECT STEEL. PRIOR TO THE PLACEMENT OF ANY FILLING THE ENGINEER. N- HOT ROLLED RIBBED REBAR (500 MPa)
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
UNLESS SPECIFICALLY STATED. MATERIAL. R- HOT ROLLED PLAIN ROUND (250 MPa) LTD
3. SUBMIT CURRENT CERTIFICATES. 3. DO NOT SCALE STRUCTURAL DRAWINGS TO OBTAIN SL - SQUARE MESH
2. INSPECTIONS ARE REQUIRED TO BE PERFORMED BY A DULY • COMPACTION STANDARDS FOR FILLING MATERIAL DIMENSIONS. RL - RECTANGULAR MESH
APPOINTED COMPETANT PERSON(S). REFER TO PRINCIPLE
CONTRACTOR, CERTIFER, STATE GOVERMENT LEGLISLATION OR
STRUCTURE LOADINGS CONTROLLED FILLING 4. REFER ARCHITECT FOR SETOUT DIMENSIONS.
TM - TRENCH MESH RPEQ 4928
COUNCIL FOR FOR HOLD POINTS. THE BAR SIZE IS INDICATED BY A NUMBER AFTER THE ABOVE OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING DESIGN
EVENTS, IN ACCORDANCE WITH THE BUILDING CODE OF AUSTRALIA.
(A) SAND FILLING UP TO 800 DEEP, PLACED IN 5. MAXIMUM AGGREGATE SIZE SHALL BE 20 mm SYMBOL, WHICH INDICATES THE BAR DIAMETER IN MILLIMETRES. THIS DRAWING REMAINS THE PROPERTY OF
3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL MAXIMUM 300mm THICK LAYERS AND
ARCHITECTURAL AND OTHER CONSULTANTS' DRAWINGS AND 1. STRUCTURE IMPORTANCE LEVEL: 2 COMPACTED WITH A VIBRATING ROLLER TO 6. THE SLUMP OF THE CONCRETE SHALL BE 80 mm ± 10 mm 3. COVER TO BE MAINTAINED DURING POURING BY USE OF PLASTIC LINDSAY CONSULTING PTY LTD AND IS FOR
SPECIFICATIONS AND WITH SUCH OTHER WRITTEN ACHIEVE A MINIMUM DYNAMIC CONE PENETRO- TIPPED METAL CHAIRS, PLASTIC CHAIRS AND/OR MORTAR THE SOLE USE OF THE CLIENT. NO PART
INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE 2. ANNUAL PROBABILITY OF EXCEEDANCE: METER READING OF 7 BLOWS PER 300 7. MINIMUM CONCRETE STRENGTHS/COVER FOR ALL NON SLAB ON BLOCKS. MAY BE USED IN PART OR WHOLE WITHOUT
CONTRACT. PENETRATION (REFER AS 1289.F3.3). GROUND MEMBERS SHALL BE AS FOLLOWS:-
WIND 1:500 4. COVER SHALL BE AS SPECIFIED ELSEWHERE . CHAIRING SHALL PRIOR EXPRESS WRITTEN CONSENT OF
4. ALL DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT EARTHQUAKE 1:500 SAND FILL MAY BE FLOODED IF NECESSARY TO ----------------------------------------------------------------------------------------------------------------------------- BE SPACED SUCH THAT THE FOLLOWING LINDSAY CONSULTING PTY LTD
FOR DECISION BEFORE PROCEEDING WITH THE WORK. ACHIEVE THIS COMPACTION STANDARD, MEMBER LOCATION TOLERANCES ARE ACHIEVED DURING CONCRETE POUR :
MEMBER TYPE EXTERNAL INTERNAL
PROVIDED THE WATER CAN SUBSEQUENTLY BE
5. ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE
3. WIND LOADING HAS BEEN DETERMINED IN ACCORDANCE
WITH AS/NZS 1170.2 WIND ACTIONS, USING THESE DRAINED FROM THE SITE.
COVER STRENGTH COVER STRENGTH
ABOVE GROUND - +10 mm/-5 mm CLIENT AND PROJECT DESCRIPTION
WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE BELOW GROUND - +40 mm/-20 mm
EAGLE SURVEYS
VALUES: SUSPENDED SLABS 30mm 40 MPA 25mm top 32 MPA
CONSTRUCTION AND FABRICATION IS COMMENCED. (B) NON-SAND FILLING UP TO 400 DEEP, PLACED IN
WIND REGION B MAXIMUM 150 mm THICK LAYERS AND WALLS 5. UNLESS NOTE D OTHERWISE SPLICES IN REINFORCEMENT
6. THE ENGINEER'S DRAWINGS SHALL NOT BE SCALED. TERRAIN CATEGORY 2.5 COMPACTED WITH A MECHANICAL ROLLER. (INCL TILT PANELS) 40mm 40 MPA 25mm top 40 MPA SHALL BE MADE ONLY IN THE POSITION SHOWN. WRITTEN
CLAY FILL SHALL BE MOIST DURING COMPACTION. APPROVAL BY THE STRUCTURAL ENGINEER SHALL BE OBTAINED
7. DURING CONSTRUCTION THE CONTRACTOR SHALL BE
SHIELDING MULTIPLIER 1.0
TOPOGRAPHIC MULTIPLIER 1.0 BLOCKWORK FILL 60mm 25 MPA 40mm top 25 MPA FOR ANY OTHER SPLICES. PROPOSED SUBDIVISION
RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE (C) CONTROLLED FILLING SHALL CONTINUE FOR AT
CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED
REGIONAL WIND SPEED, VR 57.0 m/sec.
LEAST 1 METRE PAST THE EDGE OF THE PAVEMENTS
(GENERAL) 30mm 32 MPA --- ---
6. WELDING OF REINFORCEMENT WILL BE PERMITTED ONLY AFTER 33 CRANK STREET,
UNDER CONSTRUCTION ACTIVITIES. FOOTING BEAM AND SHALL BE BATTERED BACK APPROVAL BY THE STRUCTURAL ENGINEER.
INTERNAL PRESSURE COEFFICIENT Cp,i +0.2, _0.3
TO THE ORIGINAL SURFACE WITH A SLOPE OF PAVEMENTS
TEWANTIN
8. WORKMANSHIP AND MATERIALS ARE TO BE IN ACCORDANCE 4. EARTHQUAKE LOADING HAS BEEN DETERMINED IN NO MORE THAN 1:2 (VERT : HOR). (NON- 7. REINFORCEMENT SHALL BE BENT COLD IN ACCORDANCE WITH
WITH THE RELEVANT CURRENT S.A.A. CODES INCLUDING ALL ACCORDANCE WITH AS/NZS1170.4 USING THESE VALUES: PNEUMATIC TYRES) 30mm 32 MPA --- --- AS3600 EXCEPT WHERE APPROVED BY THE STRUCTURAL
AMENDMENTS, AND THE LOCAL STATUTORY AUTHORITIES, (D) WHERE THE DEPTH OF FILLING MATERIAL EXCEEDS ENGINEER. NO RE-BENDING SHALL BE PERMITTED UNLESS
-----------------------------------------------------------------------------------------------------------------------------
EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS. SOIL CLASS Ce THAT SPECIFIED ABOVE, THE FILLING MATERIAL APPROVED BY THE STRUCTURAL ENGINEER.
HAZARD FACTOR (z) 0.08 SHALL BE COMPACTED AS FOLLOWS:-
9. THE APPROVAL OF A SUBSTITUTION SHALL BE SOUGHT FROM PROBABILITY FACTOR (kp) 1.0
8. ALL CONCRETE SHALL BE VIBRATED. 8. ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN ITS DRAWING TITLE
THE ENGINEER, BUT IS NOT AN AUTHORISATION FOR AN EXTRA. EARTHQUAKE DESIGN CATEGORY (EDC) I • SAND FILL TO 65% DENSITY INDEX IN CORRECT POSITION DURING CONCRETING BY APPROVED
ANY EXTRA INVOLVED MUST BE TAKEN UP WITH THE ARCHITECT
AND/OR PRINCIPLE BEFORE THEWORK COMMENCES. 5. UNLESS NOTED OTHERWISE THE STRUCTURAL WORK
ACCORDANCE WITH AS1289.E6.1 9. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH AS3600
PLASTIC BAR CHAIRS U.N.O.
NOTES
• NON-SAND FILL TO 95% MAXIMUM DRY 10. ALL CONCRETE SHALL BE SAMPLED AND TESTED IN
SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED FOR MAXIMUM CENTRES OF SUPPORTING CHAIRS SHALL BE 600mm
DENSITY (STANDARD COMPACTION) IN ACCORDANCE WITH AS3600 AND AS1379.
10. UNLESS NOTED OTHERWISE ALL DIMENSIONS ARE IN THE FOLLOWING LIVE LOADS: FOR FABRIC, 600mm FOR BARS UP TO 12mm DIAMETER, 900mm FOR
MILLIMETRES ACCORDANCE WITH AUSTRALIAN STD BARS 16mm AND GREATER.
11 THE CONTRACTOR IS TO NOTIFY THE STRUCTURAL
AREA LIVE LOAD ENGINEER IN WRITING OF ANY ADMIXTURES TO BE USED IN
11. ALL LEVELS ARE EXPRESSED IN METRES. UNIFORM POINT • COMPACTION TESTS SHALL BE CARRIED 9. ALL OPENINGS AND RE-ENTRANT CORNERS IN THE CONCRETE
OUT ON EACH LAYER AS THE FILLING IS THE CONCRETE MIX.
SHALL HAVE 3-N12 BARS x 2000 LONG TOP AND BOTTOM,
12. ALL PROPS AND FORMWORK FOR BEAMS AND SLABS SHALL BE INTERNAL (GENERAL) 1.5 kPa 1.8 kN PLACED. IF THE COMPACTION STANDARD
NO ADMIXTURES SHALL BE USED WITHOUT WRITTEN
CENTRED DIAGONALLYACROSS THE CORNER. SCALES
REMOVED BEFORE CONSTRUCTION OF ANY MASONRY WALLS OR INTERNAL (LIGHT GARAGE) 2.5 kPa 13 kN SPECIFIED IS NOT ACHIEVED, THEN A
APPROVAL BY THE STRUCTURAL ENGINEER.
PARTITIONS ON THE FLOOR. INTERNAL (LIGHT INDUST) 5.0 kPa 4.5 kN/m "PIER AND SLAB" AND "PIER AND BEAM" 10. REINFORCEMENT LAPS SHALL BE AS FOLLOWS:-
INTERNAL (OFFICES) 3.0kPa 2.7 kN FOOTING DESIGN SHALL BE ADOPTED
12. UNLESS NOTED OTHERWISE ALL FORMED EDGES AND CORNERS • 12mm 500 mm
13. ALL NON LOADBEARING WALLS SHALL BE KEPT CLEAR OF THE BALCONIES 2.0 kPa 1.5 kN/m WITH ALL PIERS FOUNDED ON THE
OF CONCRETE MEMBERS SHALL HAVE 20mm CHAMFERS. • 16mm 700 mm
UNDERSIDE OF SLABS AND BEAMS BY 20mm ROOF 0.25kPa NATURAL UNDERLYING MATERIAL.
STORAGE 2.4 kPa/m storage height • 20mm 900 mm
13. DRIP GROOVES ARE TO BE PROVIDED AT ALL EXPOSED EDGES. • 24mm 1000 mm
14. UNLESS OTHERWISE SHOWN. SUBTERRANEAN TERMITE ROLLED FILLING
COVER TO REINFORCEMENT TO BE MAINTAINED. • 28mm 1200 mm
PROTECTION SHALL BE IN ACCORDANCE WITH AS 3660 -
PART 1 AND THE BCA. (A) SAND FILLING UP TO 600 DEEP, PLACED IN • 32mm 1400 mm
14. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND
MAXIMUM 300mm THICK LAYERS AND COMPACTED BY
15. NON-STRUCTURAL ITEMS SUCH AS DAMP PROOF COURSING, WATERPROOFING REPEATED ROLLING WITH AN EXCAVATOR.
NOT NECESSARILY SHOWN IN TRUE PROJECTION. FOR ALL OTHER REINFORCEMENT SIZES REFER TO ENGINEER
FLASHING AND WEEP HOLES ARE NOT SHOWN FOR CLARITY.
1. REFER TO ARCHITECTS DOCUMENTATION FOR WATERPROOFING 15. SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS
REFER TO THE ARCHITECTURAL DETAILS AS REQUIRED (B) NON-SAND FILING UP TO 300 DEEP, PLACED IN
DETAILS AND PRODUCT SPECIFICATIONS GENERALLY. OF APPLIED FINISHES. FALLS TO UPPER SURFACES OF SLABS TO
MAXIMUM 150mm THICK LAYERS AND COMPACTED BY
BE IN ADDITION TO SLAB THICKNESS.
SAFETY 2. WHILE THE SELECTION AND DETAILING OF WATERPROOFING
REPEATED ROLLING WITH AN EXCAVATOR
PRODUCTS IS OUTSIDE THE SCOPE OF THE STRUCTURAL 16. BEAM DEPTHS ARE WRITTEN FIRST AND INCLUDE SLAB
1. REFER TO THE PROJECT DOCUMENTS FOR AN ASSESSMENT OF DOCUMENTATION, THE FOLLOWING ITEMS MUST BE NOTED:
(C) WHERE THE DEPTH OF FILLING MATERIAL EXCEEDS
THAT SPECIFIED ABOVE, THE FILLING MATERIAL
THICKNESS. SURVEY DATUM
THE RISKS ASSOCIATEDWITH THE ANY WORKS AND
SHALL BE COMPACTED AS FOLLOWS:-
RECOMMENDED TREATMENTS. (i) REINFORCED CONCRETE AND REINFORCED 17. CAMBER -UNLESS NOTED OTHERWISE ON DRAWINGS, SLABS
CONCRETE BLOCKWORK ON THEIR OWN ARE NOT • SAND FILL TO 65% DENSITY INDEX IN
SHALL BE GIVEN A POSITIVE UPWARD CAMBER AT MIDSPAN 0F .
2. WHERE THERE IS IS NO OVER RIDING PROJECT DOCUMENT/ WATERPROOF. 3MM PER 1000mm SPAN. METHOD OF CAMBERING IS TO BE
ACCORDANCE WITH AS1289.E6.1
SPECIFICATIONS THEN REFER TO THE PRINICIPLE CONTRACTOR AGREED WITH THE ENGINEER. BEAMS SHALL BE CAMBERED AS
FOR ALL SAFETY REQUIREMENTS (ii) LINDSAY CONSULTING PTYL LTD RECOMMENDS SHOWN ON DRAWINGS (NEGATIVE CAMBER IS NOT ALLOWED).
• NON-SAND FILL TO 95% MAXIMUM DRY
3. CONSULTATION WITH AFFECTED PARTIES IS MANDATORY WHEN
WATERPROOFING MEASURES FOR ALL EXTERNAL DENSITY (STANDARD COMPACTION) IN
18. CALCIUM CHLORIDE IS NOT PERMITTED TO BE USED.
ASSOCIATED CONSULTANTS
SLABS OVER USABLE SPACES AND EXTERNAL SINGLE ACCORDANCE WITH AUSTRALIAN STD
IDENTIFYING HAZARDS,ASSESSING RISKS AND DECIDING ON SKIN MASONRY.
CONTROL MEASURES. 19 EXACT SIZE AND LOCATION OF PENETRATIONS ARE TO BE
• COMPACTION TESTS SHALL BE CARRIED
(iii) FAILURE TO PROVIDE WATERPROOFING, OR OBTAINED FROM WORKSHOP DRAWINGS PRIOR TO SCHEDULING
OUT ON EACH LAYER AS THE FILLING IS
4. CONSTRUCTION SHALL BE CARRIED OUT USING SAFE WORK INADEQUATE WATERPROOFING MEASURES MAY OF REINFORCEMENT, AND ARE NOT TO EXCEED DIMENSIONS WHERE
PLACED. IF THE COMPACTION STANDARD
METHODS AND IN ACCORDANCE WITH THE FOLLOWING RESULT IN LEAKS. SHOWN ON STRUCTURAL DRAWINGS.
SPECIFIED IS NOT ACHIEVED, THEN A
DOCUMENTS:-
"PIER AND SLAB" AND "PIER AND BEAM"
(iv) PROLONGED LEAKS CAN LEAD TO PREMATURE 20. DO NOT CUT REINFORCEMENT ON SITE TO CLEAR
FOOTING DESIGN SHALL BE ADOPTED
LEGISLATION DETERIORATION OF STRUCTURAL ELEMENTS. WITH ALL PIERS FOUNDED ON THE
PENETRATIONS.DISPLACE REINFORCEMENT SLIGHTLY AS
NECESSARY.
NATURAL UNDERLYING MATERIAL.
- WORKPLACE HEALTH AND SAFETY ACT 2011 (v) WATER LEAKING THROUGH CONCRETE STRUCTURES
- WORKPLACE HEALTH AND SAFETY REGULATION 2011 TYPICALLY CONTAINS CALCIUM WHICH CAN DAMAGE 21. NO CHASES, HOLES GREATER THAN 150mm DIAMETER, OR
PAINTWORK EMBEDMENT OF PIPES GREATER THAN 40mm DIAMETER OTHER
THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL
QUEENLAND GOVERNMENT CODES OF PRACTICE BE MADE IN THE CONCRETE SLABS. FOR ALL OTHER CONCRETE
EARTHWORKS MEMBERS NO PENETRATIONS, CHASES OR EMBEDMENTS SHALL
- CONFINED SPACES: CODE OF PRACTICE 2016
BE MADE WITHOUT PRIOR APPROVAL BY THE STRUCTURAL
- FORMWORK CODE OF PRACTICE 2016 1. EARTHWORKS TO COMPLY WITH AS3798. ENGINEER.
- HAZARDOUS MANUAL TASKS: CODE OF PRACTICE 2016
- HOW TO MANAGE WORK HEALTH AND SAFETY RISKS: CODE OF 2. STRIP SITE OF ALL TOPSOIL, VEGETATION AND DELETERIOUS 22. CONDUITS CAST INTO CONCRETE MEMBERS SHALL BE SPACED
PRACTICE 2011 MATTER TO A MINIMUM DEPTH OF 150 mm. AT MAXIMUM DISTANCE POSSIBLE AND UNDER NO
- MANAGING NOISE AND PREVENTING HEARING LOSS AT WORK:
CIRCUMSTANCES CLOSER THAN A CLEAR SPACING OF TWICE
CODE OF PRACTICE 2015 3. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. SOFT SPOTS THE LARGER CONDUIT DIAMETER FROM PARALLEL
- MANAGING THE RISK OF FALLS AT WORKPLACES: CODE OF TO BE REMOVED AND BACKFILLED. ALL NATURAL SUBGRADE IS REINFORCEMENT OR ANY OTHER CONDUIT.
PRACTICE 2011 TO BE COMPACTED TO ACHIEVE A DENSITY INDEX OF 70%.
- MANAGING WORK ENVIRONMENT AND FACILITIES: CODE OF
23. ALL SAW JOINSTS SHALL BE CARRIED OUT WITHIN 8 HRS OF
PRACTICE 2011 4. MATERIAL WON FROM SITE TO BE INSPECTED BY ENGINEER FOR POURING OF SLABS USING A "SOFT CUT" SAWOR SIMILAR.
- MOBILE CRANE: CODE OF PRACTICE 2006 APPROVAL PRIOR TO USE AS FILLING UNDER SLABS. ANY THE STIME SHALL BE SREDUCED TO 4 HRS WHERE THE
- SCAFFOLDING: CODE OF PRACTICE 2009 IMPORTED FILL TO HAVE A MINIMUM CBR VALUE OF 15%. ALL FILL TEMPERATURE EXCEEDS 32 DEGREES ON THE DAY OF THE
REVISION LIST
- STEEL CONSTRUCTION: CODE OF PRACTICE 2004 TO BE COMPACTED TO EITHER CONTROLLED OR ROLLED FILL POUR A ORIGINAL ISSUE 21/5/25
- TILT-UP AND PRE-CAST CONSTRUCTION INDUSTRY CODE OF STANDARD AS SPECIFICAED ELSEWHERE A ORIGINAL ISSUE 21/5/25
PRACTICE 2003
- TOWER CRANE: CODE OF PRACTICE 2006 5. WHERE SERVICE TRENCHES ARE REQUIRED TO BE EXCAVATED
- WORK HEALTH AND SAFETY CONSULTATION, CO-OPERATION BELOW FOOTING BASE LEVEL, SIDE OF TRENCH SHALL BE
AND CO-ORDINATION CODE OF PRACTICE 2011 LOCATED AWAY FROM SIDE OF FOOTING BY THE SAME DISTANCE
- SAFE DESIGN OF STRUCTURES CODE OF PRACTICE 2014 OTHER THAT THE TRENCH IS BELOW FOOTING BASE. WHERE THIS
REFERENCES: CANNOT BE ACHIEVED, THE STRUCTURAL ENGINEER SHALL BE
- NATIONAL CODE OF PRACTISE FOR PRECAST, TILT UP AND CONTACTED FOR FURTHER DIRECTION.
CONCRETE ELEMENTS IN BUILDING CONSTRUCTION, 2008
6. ALL SOIL CONDITIONS SHALL BE AS PER SPECIFIED
GEOTECHNICAL REPORT. WHERE CONDITIONS VARY FROM
REPORT THE GEOTECHNICAL ENGINEER SHALL BE CONTACTED
FOR DIRECTIONS
7. THE CONTRACTOR(S) SHALL FULLY INFORM THEMSELVES OF
Computer File
THE GROUND CONDITIONS ON SITE PRIOR TO COMMENCEMENT
OF THE WORKS AND ADOPT SEEPAGE AND DRAINAGE CONTROL
250314OPW.DWG
AND CONSTRUCTION PRACTICES APPROPRIATE FOR THE SITE DRAWING NUMBER SHEET REV.
25-0314-IF2 2 B
CONDITIONS.
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