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Negotiated - Compiled Reference Document - RAL25 0011 (As Published)
PROJECT NOTES (NOTE THAT ALL NOTES MAY NOT APPLY)
GENERAL GENERAL (CONTIINUED) CONTROLLED FILLING
CREEK CROSSING NOTES SEWERAGE SUPPLY NOTES
CREEK CROSSINGS NOTES
(A) SAND FILLING UP TO 800 DEEP,PLACED
1. THESE ENGINEERING DRAWINGS HAVE BEEN 27. ALL REDUNDANT CROSSOVERS, ETC SHALL BE 1. SILTATION CONTROL MEASURES SHALL BE 1. ALL WORK AND MATERIALS SHALL BE IN
IN MAXIMUM 300mm THICK LAYERS
PREPARED FROM INFORMATION AVAILABLE AT REMOVED PLACED DOWNSTREAM OF ANY EXCAVATION ACCORDANCE WITH CURRENT SOUTH EAST
AND COMPACTED WITH A VIBRATING
THE TIME. AS THIS INFORMATION MAY BE THE WORK. QUEENSLAND SEWERAGE CODE SPECIFICATIONS
ROLLER TO ACHIEVE A MINIMUM
SUBJECT OF CHANGE PRIOR TO OR DURING 28. ALL FILL SHALL BE APPROVED BY THE AND STANDARDS.
DYNAMIC CONE PENETRO- METER
CONSTRUCTION, THE CONTRACTOR IS SUPERVISING ENGINEER PRIOR TO USE 2. APPROPRIATE SEDIMENT CONTROLS SHALL BE
READING OF 7 BLOWS PER 300
LINDSAY CONSULTING PTY
REQUESTED TO ADVISE THE ENGINEER WHERE USED TO PREVENT SEDIMENT FROM ENTERING 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS
LINDSAY CONSULTING PTY LTD
PENETRATION (REFER AS 1289.F3.3).
DIFFERENCES OCCUR. THESE DRAWINGS SHALL
NOT BE USED FOR FINAL SETOUT OF THE
SAFETY THE CREEK. AND WORK SHALL COMPLY WITH THE RELEVANT
AUSTRALIAN STANDARDS.
LTD
SAND FILL MAY BE FLOODED IF
PROJECT UNLESS SPECIFICALLY STATED. 3. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF
1. REFER TO THE PROJECT DOCUMENTS FOR AN NECESSARY TO ACHIEVE THIS
THE CREEK. 3. THE CONSTRUCTION OF THE SEWERAGE WORK
ASSESSMENT OF THE RISKS ASSOCIATED WITH COMPACTION STANDARD, PROVIDED
2. INSPECTIONS ARE REQUIRED TO BE PERFORMED SHOWN ON THIS DRAWING SHALL BE SUPERVISED RPEQ 4928
THE ANY WORKS AND RECOMMENDED THE WATER CAN SUBSEQUENTLY BE
BY A DULY APPOINTED COMPETENT PERSON(S). BY AN ENGINEER WHO HAS RPEQ REGISTRATION
DRAINED FROM THE SITE. REHABILATION
REHABILIATION NOTES
TREATMENTS. OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
REFER TO PRINCIPLE CONTRACTOR, CERTIFIER, AND ENDORCEMENT FROM THE RELEVENT
STATE GOVERNMENT LEGISLATION OR COUNCIL
FOR FOR HOLD POINTS.
2. WHERE THERE IS IS NO OVER RIDING PROJECT (B) NON-SAND FILLING UP TO 400 DEEP,
1. PREDISTURBANCE SOIL PROFILES AND
AUTHOIRITY . SEWERAGEWORKS NOT COMPLYING
WITH THIS REQUIREMENT WILL NOT BE
THIS DRAWING REMAINS THE PROPERTY OF
DOCUMENT/ SPECIFICATIONS THEN REFER TO
THE PRINCIPLE CONTRACTOR FOR ALL SAFETY
PLACED IN MAXIMUM 150 mm THICK
LAYERS AND COMPACTED WITH A
COMPACTION LEVELS SHALL BE REINSTATED. PERMITTED TO CONNECT INTO THE SEQ SERVICE LINDSAY CONSULTING PTY LTD AND IS FOR
3. THESE DRAWINGS SHALL BE READ IN
CONJUNCTION WITH ALL ARCHITECTURAL AND
REQUIREMENTS MECHANICAL ROLLER. CLAY FILL
2. PREDISTURBANCE VEGETATION PATTERNS SHALL
PROVIDER SEWERAGE SYSTEM.
THE SOLE USE OF THE CLIENT. NO PART
SHALL BE MOIST DURING
OTHER CONSULTANTS DRAWINGS AND
3. CONSULTATION WITH AFFECTED PARTIES IS COMPACTION.
BE RESTORED. 4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAY BE USED IN PART OR WHOLE WITHOUT
SPECIFICATIONS AND WITH SUCH OTHER MAINTENANCE HOLES SHALL BE CARRIED OUT BY
WRITTEN INSTRUCTIONS AS MAY BE ISSUED
MANDATORY WHEN IDENTIFYING
STORMWATER DRAINAGE NOTES THE SEQ SERVICE PROVIDER AT THE PRIOR EXPRESS WRITTEN CONSENT OF
HAZARDS,ASSESSING RISKS AND DECIDING ON (C) CONTROLLED FILLING SHALL
DURING THE COURSE OF THE CONTRACT.
CONTROL MEASURES. CONTINUE FOR AT LEAST 1 METRE
DEVELOPER'S COST. LINDSAY CONSULTING PTY LTD
PAST THE EDGE OF THE FOOTING 1. ANY CHANGES SHALL BE APPROVED BY THE
4. ALL DISCREPANCIES SHALL BE REFERRED TO THE 5. ALL PIPES AND MATERIALS SHALL COMPLY WITH
ARCHITECT/ENGINEER FOR DECISION BEFORE
PROCEEDING WITH THE WORK.
4. CONSTRUCTION SHALL BE CARRIED OUT USING
SAFE WORK METHODS AND IN ACCORDANCE
BEAM AND SHALL BE BATTERED BACK
TO THE ORIGINAL SURFACE WITH A
ENGINEER IN WRITING PRIOR TO CARRYING OUT
OF THE WORKS
THE REQUIREMENTS OF THE "ACCEPTED
PRODUCTS ANDMATERIALS" LIST.
CLIENT AND PROJECT DESCRIPTION
WITH THE FOLLOWING DOCUMENTS:- SLOPE OF NO MORE THAN
5. ALL DIMENSIONS RELEVANT TO SETTING OUT AND
OFF-SITE WORK SHALL BE VERIFIED BY THE LEGISLATION
1:2 (VERT : HOR). 2. ALL LEVELS TO AHD.
6. EACH ALLOTMENT SHALL BE SERVED BY A DN110
PE (OR DN100 PVC) PROPERTY CONNECTION. FOR
EAGLE SURVEYS
(D) WHERE THE DEPTH OF FILLING 3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS
CONTRACTOR BEFORE CONSTRUCTION AND ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL,
- WORKPLACE HEALTH AND SAFETY ACT 2011 MATERIAL EXCEEDS THAT SPECIFIED NOTED OTHERWISE.
FABRICATION IS COMMENCED. A DN160 PE (OR DN150 PVC) PROPERTY
ABOVE, THE FILLING MATERIAL SHALL
6. THE ENGINEER'S DRAWINGS SHALL NOT BE
- WORKPLACE HEALTH AND SAFETY REGULATION
2011 BE COMPACTED AS FOLLOWS:- 4. ALL DIMENSIONS AND LEVELS ARE TO BE
CHECKED ON-SITE BEFORE WORK COMMENCES.
CONNECTION SHALL BE PROVIDED.
PROPOSED SUBDIVISION
SCALED.
QUEENSLAND GOVERNMENT CODES OF
(i) SAND FILL TO 65% DENSITY
INDEX IN ACCORDANCE WITH 5. DIMENSIONS SHALL NOT BE OBTAINED BY
7. PROPERTY CONNECTIONS SHALL BE LOCATED
WITHIN THE PROPERTY AS SHOWN IN THE 33 CRANK STREET,
7. DURING CONSTRUCTION THE CONTRACTOR PRACTICE DRAWINGS.
SHALL BE RESPONSIBLE FOR MAINTAINING THE
STRUCTURE IN A STABLE CONDITION AND
AS1289.E6.1 SCALING THE DRAWING.
8. PROPERTY CONNECTION BRANCHES SHALL
TEWANTIN
- CONFINED SPACES: CODE OF PRACTICE 2016 (ii) NON-SAND FILL TO 95% 6. FOR BUILDING SET-OUT REFER ARCHITECTURAL
ENSURING NO PART SHALL BE OVERSTRESSED - FORMWORK CODE OF PRACTICE 2016 EXTEND INTO THE PROPERTY A MINIMUM OF 300
MAXIMUM DRY DENSITY DRAWINGS
UNDER CONSTRUCTION ACTIVITIES. - HAZARDOUS MANUAL TASKS: CODE OF PRACTICE mm AND A MAXIMUM OF 750 mm. UNITYWATER
(STANDARD COMPACTION) IN
2016 REQUIRES MINIMUM EXTENSION OF 500 mm INTO
ACCORDANCE WITH AUSTRALIAN 7. THE LOCATION AND DEPTH OF ALL SERVICES
8. WORKMANSHIP AND MATERIALS ARE TO BE IN - HOW TO MANAGE WORK HEALTH AND SAFETY PROPERTY.
STANDARD SHALL BE VERIFIED ON SITE WITH THE
ACCORDANCE WITH THE RELEVANT CURRENT
S.A.A. CODES INCLUDING ALL AMENDMENTS, AND -
RISKS: CODE OF PRACTICE 2011
MANAGING NOISE AND PREVENTING HEARING
EARTHWORKS CONTINUED REVLEVANT AUTHORITY PRIOR TO THE
COMMENCEMENT OF WORKS
9. WHERE PIPES ARE LAID IN FILL, THE FILLING DRAWING TITLE
THE LOCAL STATUTORY AUTHORITIES, EXCEPT SHALL BE CARRIED OUT IN LAYERS NOT
LOSS AT WORK: CODE OF PRACTICE 2015
NOTES
WHERE VARIED BY THE CONTRACT DOCUMENTS. (iii) COMPACTION TESTS SHALL BE EXCEEDING 300 mm (LOOSE) IN DEPTH AND SHALL
- MANAGING THE RISK OF FALLS AT WORKPLACES: 8. DURING CONSTRUCTION BARRIERS, LIGHTS &
CARRIED OUT ON EACH LAYER BE COMPACTED UNTIL THE COMPACTION IS NOT
CODE OF PRACTICE 2011 SIGNS SHALL BE MAINTAINED TO ENSURE SAFE
9. THE APPROVAL OF A SUBSTITUTION SHALL BE AS THE FILLING IS PLACED. IF LESS THAN 95% OF THE MATERIALS MAXIMUM
- MANAGING WORK ENVIRONMENT AND FACILITIES: PASSAGE OF TRAFFIC AND PEDESTRIANS IN
SOUGHT FROM THE ENGINEER, BUT IS NOT AN THE COMPACTION STANDARD COMPACTION WHEN TESTED IN ACCORDANCE
CODE OF PRACTICE 2011 ACCORDANCE WITH THE REQUIREMENTS OF THE
AUTHORIZATION FOR AN EXTRA. ANY EXTRA SPECIFIED IS NOT ACHIEVED, WITH A.S. 1289 (MODIFIED COMPACTION). TESTING
- MOBILE CRANE: CODE OF PRACTICE 2006 LOCAL AUTHORITY.
INVOLVED MUST BE TAKEN UP WITH THE THEN A "PIER AND SLAB" AND SHALL BE CARRIED OUT AFTER EACH ALTERNATE
- SCAFFOLDING: CODE OF PRACTICE 2009
ARCHITECT/ENGINEER AND/OR PRINCIPLE "PIER AND BEAM" FOOTING LAYER. IN ALL SUCH CASES APPROVAL OF
- STEEL CONSTRUCTION: CODE OF PRACTICE 2004 9. ALL WORK AND MATERIALS SHALL BE IN
BEFORE THE WORK COMMENCES. DESIGN SHALL BE ADOPTED CONSTRUCTED SEWERS WILL NOT BE ISSUED BY
- TILT-UP AND PRE-CAST CONSTRUCTION ACCORDANCE WITH CURRENT LOCAL
WITH ALL PIERS FOUNDED THE SEQ SERVICE PROVIDER UNLESS
INDUSTRY CODE OF PRACTICE 2003 AUTHORITIES SPECIFICATIONS AND STANDARDS.
10. UNLESS NOTED OTHERWISE ALL DIMENSIONS ON THE NATURAL UNDERLYING CERTIFICATES ARE PRODUCED CERTIFYING THAT
ARE IN MILLIMETRES
-
-
TOWER CRANE: CODE OF PRACTICE 2006
WORK HEALTH AND SAFETY CONSULTATION,
MATERIAL.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE REQUIRED COMPACTION HAS BEEN SCALES
ACHIEVED.
CO-OPERATION AND CO-ORDINATION CODE OF NOTIFYING ALL RELEVANT AUTHORITIES AND
11. ALL LEVELS ARE EXPRESSED IN METRES. ROLLED FILLING
PRACTICE 2011 PAYING ALL FEES NECESSARY BEFORE
10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR
- SAFE DESIGN OF STRUCTURES CODE OF COMMENCING WORK, FOR LOCATING ALL
12. ALL PROPS AND FORMWORK FOR BEAMS AND (A) SAND FILLING UP TO 600 DEEP, STEEPER,BULKHEADS SHALL BE CONSTRUCTED
PRACTICE 2014 OTHER REFERENCES: EXISTING SERVICES AND FOR REPAIR OF ANY
SLABS SHALL BE REMOVED BEFORE PLACED IN MAXIMUM 300mm THICK IN ACCORDANCE WITH THE SEQ SEWER CODE.
- NATIONAL CODE OF PRACTICE FOR PRECAST, SERVICES DAMAGED AS A RESULT OF THE
CONSTRUCTION OF ANY MASONRY WALLS OR LAYERS AND COMPACTED BY
TILT UP AND CONCRETE ELEMENTS IN BUILDING FOOTPATHS AND PRIVATE PROPERTY SHALL BE
PARTITIONS ON THE FLOOR. REPEATED ROLLING WITH AN 11. THE CONTRACTOR SHALL VERIFY THE LOCATION
CONSTRUCTION, 2008 REINSTATED TO THEIR ORIGINAL CONDITION.
EXCAVATOR. AND DEPTH OF EXISTING SERVICES WITH
13. ALL NON LOAD BEARING WALLS SHALL BE KEPT RELEVANT AUTHORITIES BEFORE COMMENCING
CLEAR OF THE UNDERSIDE OF SLABS AND CONTRACTORS SUBMISSIONS (B) NON-SAND FILING UP TO 300 DEEP,
11. ANY OBSOLETE/REDUNANT CIRCUITWAY
CROSSINGS AND DRAINAGE OUTLETS FROM THE
WORKS.
BEAMS BY 20mm PLACED IN MAXIMUM 150mm THICK
KERB AND CHANNEL INCLUDING ASSOCIATED
1. THE REINFORCEMENT, PRE-STRESSING AND LAYERS AND COMPACTED BY 12. SEWERS SHALL BE DISUSED /ABANDONED IN
PIPES ACROSS THE FOOTPATH SHALL BE
14. UNLESS OTHERWISE SHOWN. SUBTERRANEAN STRUCTURAL STEEL MATERIAL SUPPLIER MUST REPEATED ROLLING WITH AN ACCORDANCE WITH PROCEDURES SET OUT IN
REMOVED AND THE KERB AND CHANNEL AND
TERMITE PROTECTION SHALL BE IN ACCORDANCE BE CERTIFIED BY ACRS (AUSTRALIAN STANDARDS EXCAVATOR THE SEQ SEWER CODE.
FOOTPATH REINSTATED TO THE LOCAL
WITH AS 3660 - PART 1 AND THE BCA. CERTIFICATION AND VERIFICATION OF Protect your
AUTHORITIES CURRENT SPECIFICATIONS AND OR
REINFORCING, PRE-STRESSING AND STRUCTURAL (C) WHERE THE DEPTH OF FILLING 13. BENCH MARK AND LEVELS TO AHD.
STANDARDS PERSONAL
15. NON-STRUCTURAL ITEMS SUCH AS DAMP PROOF STEELS) FOR THE SUPPLY OF REINFORCEMENT, MATERIAL EXCEEDS THAT SPECIFIED
COURSING, FLASHING AND WEEP HOLES ARE PRE-STRESSING STRUCTURAL STEEL. ABOVE, THE FILLING MATERIAL SHALL 14. EXISTING ALLOTMENTS REQUIRING A PROPERTY
12. THE CONTRACTOR'S ATTENTION IS DRAWN TO INTERESTS.
NOT SHOWN FOR CLARITY. REFER TO THE BE COMPACTED AS FOLLOWS:- CONNECTION FROM EXISTING SEWERS SHALL BE
ARCHITECTURAL DETAILS AS REQUIRED 2. SUBMIT CURRENT CERTIFICATES.
THE REQUIREMENTS OF THE WORKPLACE HEALTH
AND SAFETY ACT 1995. ALL WORK IS TO BE
PROVIDED BY THE SEQ SERVICE PROVIDER AT HEAD SURVEY DATUM
(i) SAND FILL TO 65% DENSITY THE DEVELOPERS COST. EYES
CARRIED OUT IN ACCORDANCE WITH THIS ACT
16. ALL STORMWATER CULVERTS TO BE RCP CLASS
EARTHWORKS INDEX IN ACCORDANCE WITH
AND IN PARTICULAR THE CONTRACTOR TO EARS
2. ALL ROOFWATER PIPES TO BE uPVC, CLASS SH AS1289.E6.1
ENSURE THE REQUIREMENTS OF THIS WATER SUPPLY NOTES BODY .
1. EARTHWORKS TO COMPLY WITH AS3798. SPECIFICATION WITH REGARD TO 'NOTIFICATION
17. SILT MANAGEMENT PLAN TO REMAIN IN PLACE (ii) NON-SAND FILL TO 95% HANDS
IN RELATION TO A NOTIFIABLE PROJECT ARE 1. ALL WORK AND MATERIALS SHALL BE IN
UNTIL COMPLETION OF WORKS MAXIMUM DRY DENSITY
2. STRIP SITE OF ALL TOPSOIL, VEGETATION AND FULFILLED. ACCORDANCE WITH CURRENT SOUTH EAST
(STANDARD COMPACTION) IN
DELETERIOUS MATTER TO A MINIMUM DEPTH OF QUEENSLAND WATER SUPPLY CODE
18. ALL PROPOSED OPERATIONAL WORKS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH COUNCIL'S
150 mm.
ACCORDANCE WITH AUSTRALIAN
STANDARD
13. BENCHING OF PIT STRUCTURES SHALL HAVE A
SMOOTH FINISHED SURFACE, AND PIPES SHALL
SPECIFICATIONS AND STANDARDS.
FEET
ASSOCIATED CONSULTANTS
OPERATIONAL WORKS APPROVAL LETTER AND
3. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. NOT PROJECT INSIDE THE SHAFT OF THE PIT. 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS
COUNCIL'S DECISION (iii) COMPACTION TESTS SHALL BE
SOFT SPOTS TO BE REMOVED AND BACKFILLED. AND WORK SHALL COMPLY WITH THE RELEVANT
CARRIED OUT ON EACH LAYER
ALL NATURAL SUBGRADE IS TO BE COMPACTED 14. STORMWATER DRAINAGE PIPES SHALL BE UPVC AUSTRALIAN STANDARDS.
19. CONCRETE KERB RAMPS SHALL BE ALIGNED TO AS THE FILLING IS PLACED. IF
COMPLY WITH COUNCIL'S STANDARD DRAWING
TO ACHIEVE A DENSITY INDEX OF 70%.
THE COMPACTION STANDARD
PIPE (MINIMUM SEWER CLASS SN8) TO AS 14. 1260 WARNING
OR APPROVED EQUIVALENT. MINIMUM COVER TO 3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS
AND SHALL BE CONSTRUCTED STRICTLY IN
4. MATERIAL WON FROM SITE TO BE INSPECTED BY
SPECIFIED IS NOT ACHIEVED,
ROOFWATER PIPES SHALL BE 50mm EXCEPT PERMANENT LEVEL.
THE CONTRACTOR SHALL CONFIRM THE
ACCORDANCE WITH COUNCIL STANDARD THEN A "PIER AND SLAB" AND
ENGINEER FOR APPROVAL PRIOR TO USE AS
"PIER AND BEAM" FOOTING
WHERE REDUCED COVER IS REQUIRED TO LOCATION OF ALL EXISTING SERVICES ON AND
FILLING UNDER SLABS. ANY IMPORTED FILL TO DISCHARGE TO THE KERB AND CHANNEL. 4. COVER ON MAINS FROM PERMANENT LEVEL TO
20. ALL TEMPORARY AND PERMANENT ROAD SIGNS
HAVE A MINIMUM CBR VALUE OF 15%. ALL FILL TO
DESIGN SHALL BE ADOPTED
BE AS SHOWN IN SEQ-WAT-1200-2.
EXTERIOR TO THE SITE INCLUDING WATER
AND LINEMARKING SHALL COMPLY WITH THE WITH ALL PIERS FOUNDED
CURRENT MANUAL OF UNIFORM TRAFFIC
BE COMPACTED TO EITHER CONTROLLED OR
ON THE NATURAL UNDERLYING
15. MINIMUM PIPE GRADES FOR STORMWATER AS MAINS, SEWER MAINS, GAS MAINS,
ROLLED FILL STANDARD AS SPECIFIED 3500 PART 3: PIPES SHALL COMPLY WITH - 1.0% 5. CONDUITS TO BE INSTALLED IN ACCORDANCE
CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
ELSEWHERE
MATERIAL.
(MIN) GRADE FOR PIPES < 150 DIA. - 0.5% (MIN) WITH THE STANDARD DRAWINGS. TELECOMMUNICATION CABLES, ELECTRICAL
MARKING SHALL BE REMOVED BY GRINDING
GRADE FOR PIPES > 150 BUT < 375 DIA. CONDUITS, AND STORMWATER PIPES. ANY
NOT"BLACKING OUT". COUNCIL DOES NOT
5. WHERE SERVICE TRENCHES ARE REQUIRED TO VEGETATION PROTECTION 6. A WATER METER SUPPLIED AT THE DEVELOPER'S
APPROVE OF BLACKING OUT OF EXISTING LINE DAMAGE TO EXISTING SERVICES SHALL BE
MARKING. KERB MARKERS SHALL BE PROVIDED
BE EXCAVATED BELOW FOOTING BASE LEVEL,
NOTES 16. CONCRETE CIRCUITWAY AND PARKING AREAS COST, IS TO BE INSTALLED AT THE SERVICE POINT
FOR ALL WATER, TELSTRA AND ANY OTHER
SIDE OF TRENCH SHALL BE LOCATED AWAY FROM SHALL BE CONSTRUCTED WITH 32 MPa OF EACH LOT IN ACCORDANCE WITH THE REPAIRED AT THE CONTRACTORS EXPENSE
SIDE OF FOOTING BY THE SAME DISTANCE THAT STANDARD DRAWING FOR THE SEQ-SP.
SERVICE CONDUIT ROAD CROSSINGS AS
THE TRENCH IS BELOW FOOTING BASE. WHERE
1. TREES LOCATED ALONG THE FOOTPATH SHALL 17. REFER HYDRAULIC DRAWINGS FOR SANITARY THE ENGINEER MUST BE NOTIFIED OF
APPLICABLE. BE, TRANSPLANTED PRIOR TO CONSTRUCTION,
THIS CANNOT BE ACHIEVED, THE STRUCTURAL
OR REPLACED IF DESTROYED.
DRAINAGE LAYOUTS. 7. ALL MATERIALS USED IN THE WORKS SHALL CHANGES PLANS. IF NOT, AS CONSTRUCTED
ENGINEER SHALL BE CONTACTED FOR FURTHER COMPLY WITH THE SEQ-SP's ACCEPTED
21. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF
DIRECTION. 18. COMPACTION OF MATERIAL UNDER CONCRETE PRODUCTS AND MATERIALS LIST OR BE DRAWINGS WILL NOT BE ISSUED
SERVICES, ALL DIMENSIONS AND LEVELS PRIOR 2. WHEN WORKING WITHIN 4m OF TREES, RUBBER CIRCUITWWAYS AND PARKING AREAS SHALL BE (i) APPROPRIATELY SHOWN, LISTED AND DEFINED IN
TO CONSTRUCTION. OR HARDWOOD GIRDLES SHALL BE
6. ALL SOIL CONDITIONS SHALL BE AS PER 75% MINIMUM DENSITY FOR COHESIONLESS THE ENGINEERING SUBMISSION SO THAT THE
CONSTRUCTED WITH 1.8m BATTENS CLOSELY MATERIAL (AS 1289 E5.1) AND (ii) 90% RELATIVE
22. ALL MATERIALS & WORKMANSHIP SHALL BE IN
SPECIFIED GEOTECHNICAL REPORT. WHERE
CONDITIONS VARY FROM REPORT THE
SPACED AND ARRANGED VERTICALLY FROM DRY DENSITY (STD COMP.) FOR MATERIAL OTHER
ALTERNATIVE PRODUCT OR MATERIAL CAN BE
ASSESSED AND IF APPROPRIATE, APPROVED BY
NOTE
ACCORDANCE WITH AS2890, THE BUILDING CODE
OF AUSTRALIA (INCLUDING THE QUEENSLAND
GEOTECHNICAL ENGINEER SHALL BE CONTACTED
GROUND LEVEL. GIRDLES SHALL BE STRAPPED
TO TREES PRIOR TO CONSTRUCTION AND REMAIN
THAN (i) THE SEQ-SP. THE ENGINEER MUST BE NOTIFIED OF
FOR DIRECTIONS
SUPPLEMENT), THE QUEENSLAND BUILDING ACT UNTIL COMPLETION. 8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF
CHANGES PLANS. IF NOT, AS CONSTRUCTED
AMENDMENT ACT 1991 AND THE LOCAL
AUTHORITY'S BY-LAWS.
7. THE CONTRACTOR(S) SHALL FULLY INFORM
3. TREE ROOTS SHALL BE TUNNELLED UNDER,
WATER MAINS. DRAWINGS WILL NOT BE ISSUED
THEMSELVES OF THE GROUND CONDITIONS ON
RATHER THAN SEVERED. IF ROOTS ARE SEVERED 9. TEST/CHLORINATION POINTS TO BE INSTALLED IN
SITE PRIOR TO COMMENCEMENT OF THE WORKS
23. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN THE DAMAGED AREA SHALL BE TREATED WITH A
RELEVANT APPROVALS PRIOR TO
AND ADOPT SEEPAGE AND DRAINAGE CONTROL ACCORDANCE WITH STANDARD DRAWING REVISION LIST
SUITABLE FUNGICIDE. CONTACT RELEVANT
COMMENCEMENT OF WORKS.
AND CONSTRUCTION PRACTICES APPROPRIATE
COUNCIL ARBORIST FOR FURTHER ADVICE.
NO.SEQ-WAT-1410-1. A ORIGINAL ISSUE 21/5/25
FOR THE SITE CONDITIONS. IT IS THE RESPONSIBILITY OF THE FOREMAN TO A ORIGINAL ISSUE 21/5/25
10. THE CONSTRUCTION OF THE WATER
24. KERB MARKERS SHALL BE PROVIDED FOR ALL
8. WHERE ANY FILLING IS CARRIED OUT ON THE SITE
4. ANY TREE LOPPING REQUIRED SHOULD BE RETICULATION WORK SHOWN ON THIS DRAWING CONTACT THE RELEVANT SERVICE AUTHORITIES TO
WATER, TELSTRA AND ANY OTHER SERVICE UNDERTAKEN BY AN APPROVED ARBORIST.
CONDUIT ROAD CROSSINGS AS APPLICABLE
AFTER THE COMPLETION OF THE SITE MUST BE SUPERVISED BY AN ENGINEER WHO HAS ASCERTAIN THE EXACT LOCATION OF SERVICES
INVESTIGATION, THE FOLLOWING REQUIREMENTS RPEQ REGISTRATION. WORKS NOT COMPLYING
25. ALL VARIATIONS SHALL BE BE APPROVED IN
SHALL BE FOLLOWED: SOIL NOTES WITH THIS REQUIREMENT WILL NOT BE PRIOR TO CONSTRUCTION
1. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED PERMITTED TO CONNECT TO THE RETICULATION
SOIL NOTE
WRITING BY THE ENGINEER BEFORE BEING
• THE SITE SHALL BE STRIPPED OF ALL SEPARATELY. SYSTEM.
CARRIED OUT
VEGETATION PRIOR TO THE PLACEMENT OF ANY
FILLING MATERIAL. 2. CARE SHALL BE TAKEN TO PREVENT SEDIMENT
26. THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON AND FROM ENTERING THE STORMWATER SYSTEM.
• COMPACTION STANDARDS FOR FILLING MATERIAL THIS MAY INVOLVE PLACING APPROPRIATE
EXTERIOR TO THE SITE INCLUDING BUT NOT
LIMITED TO WATER MAINS, SEWER MAINS, GAS SEDIMENT CONTROLS AROUND STOCKPILES.
MAINS, LELECTRICAL CABLES,
TELECOMMUNICATION CABLES. ANY DAMAGE TO 3. IF ACID SULPHATE SOILS EXIST IN THE WORKS
EXISTING SERVICES ITS THE RESPONSIBILITY OF AREA. THE OUTPUTS FROM THE RISK
THE CONTRACTOR AND AT THE CONTRACTORS ASSESSMENT BASED ON THE QUEENSLAND ACID
EXPENSE SULPHATE SOIL TECHNICAL MANUAL SHALL BE Computer File
CONFORMED TO. 250314OPW.DWG
DRAWING NUMBER SHEET REV.
25-0314-IF2 2 B
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