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Compliance cert Form 15 ENGINEERNG 56 Reserve St Pomona
GENERAL NOTES SITE PREPARATION AND MANAGEMENT 8. A SUBSURFACE DRAINAGE SYSTEM SHALL BE INSTALLED BEHIND ALL RETAINING
WALLS AND DEEP STRIP FOOTINGS.
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL, 1. EARTHWORKS SHALL BE CARRIED OUT IN IN ACCORDANCE WITH AS 3798 -
9. UNLESS SPECIFIED ON THE DRAWINGS, SUBSURFACE DRAINS TO REMOVE
OTHER CONSULTANT DRAWINGS, SPECIFICATIONS AND ALL ISSUED GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
GROUNDWATER SHALL NOT BE USED WITHIN 1.5M OF THE BUILDING.
INSTRUCTIONS. DEVELOPMENTS AND RECOMMENDATIONS FROM THE GEOTECHNICAL REPORT.
10. DRAINAGE UNDER SLAB SHALL BE AVOIDED WHERE PRACTICABLE, OTHERWISE
2. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES AMONG THE STRUCTURAL 2. DRAINAGE, EROSION AND SEDIMENTATION CONTROL SHALL BE INSTALLED PRIOR
PIPES SHALL BE ENCASED IN CONCRETE OR IN RECESSES IN THE SLAB IN
DRAWINGS, OTHER CONSULTANTS DRAWINGS OR ACTUAL SITE CONDITIONS TO TO ANY DISTURBANCE OF NATURAL GROUND SURFACE.
ACCORDANCE WITH AS/NZS 3500 SERIES.
THE ENGINEERS BEFORE PROCEEDING WITH THE WORK. 3. THE SITE SHALL BE STRIPPED OF ORGANIC SOILS SUCH AS TOPSOILS,
11. IF THE MATERIAL ENCOUNTERED DURING FOOTING TRENCH EXCAVATION DIFFERS
3. UNLESS STATED OTHERWISE ALL DIMENSIONS ARE IN MILLIMETERS AND ALL ROOT-AFFECTED SUBSOIL, PEAT, SILT AND FILL CONTAINING WOOD, METAL,
FROM THAT SHOWN IN THE GEOTECHNICAL REPORT, PEER ENGINEERS SHALL BE
LEVELS ARE IN METERS PLASTIC, BOULDERS OR OTHER DELETERIOUS MATERIAL.
NOTIFIED IMMEDIATELY.
4. THE CONTRACTOR SHALL NOT OBTAIN THE DIMENSIONS BY SCALING OFF THE 4. DEBRIS FROM OLD FOUNDATION PIPELINES SHALL ALSO BE REMOVED BEFORE
12. PEER ENGINEERS PTY. LTD. SHALL BE NOTIFIED IMMEDIATELY PRIOR TO
DRAWINGS. CONSTRUCTION.
CONSTRUCTION IF THE FOLLOWING CONDITIONS ARE KNOWN:
5. THE CONTRACTOR SHALL VERIFY DIMENSIONS, LEVELS AND LOCATIONS OF ALL 5. A SINGLE TREE WITHIN THE INFLUENCE DISTANCE OF 1 X MATURE HEIGHT OR A
· REMOVAL OF AN EXISTING BUILDING AND TREES PRIOR TO CONSTRUCTION.
STRUCTURAL MEMBERS PRIOR TO FABRICATION AND / OR COMMENCEMENT OF THE GROUP OF TREES WITHIN THE DISTANCE OF 2 X MATURE HEIGHT FROM THE
· PRESENCE OF TREES ON THE BUILDING OR ADJACENT SITE.
WORK. BUILDING MUST BE REMOVED TO A SUFFICIENT DEPTH, BECAUSE TREES CAUSE
· ABNORMAL MOISTURE CONDITIONS CAUSED BY DRAINS, PONDS, TANKS OR POOLS.
6. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND SERVICES AND SEVERE DRYING AND COVERING THE GROUND LEADING TO AN EXCESSIVE
14. THE SITE SHALL BE PROPERLY MAINTAINED AT ALL TIMES IN ACCORDANCE WITH
REPORT TO THE ENGINEERS FOR ADVICE IF ANY CLASHES OCCUR. MOVEMENT OF THE FOOTING AND RESULTING EXCAVATIONS SHOULD BE
AS2870, APPENDIX B - FOUNDATION PERFORMANCE AND MAINTENANCE AND THE
7. DURING CONSTRUCTION, THE WHOLE STRUCTURE SHALL BE MAINTAINED IN A BACKFILLED AND COMPACTED WITH SUITABLE MATERIAL TO THE REQUIRED
CSIRO PAMPHLET, BUILDING TECHNOLOGY FILE 18, FOUNDATION MAINTENANCE
STABLE CONDITION AT ALL TIMES AND NO STRUCTURE ELEMENTS SHALL BE STANDARD.
AND FOOTING PERFORMANCE: A HOMEOWNER'S GUIDE. THE OWNER AND
OVERSTRESSED DUE TO APPLIED CONSTRUCTION LOADS. THE CONTRACTOR 6. CUT SLOPE REQUIREMENTS: UNLESS RETAINED BY ENGINEERED WALLS, CUT
CONTRACTOR SHALL PAY ATTENTION TO THE FOLLOWING:
SHALL ALLOW AND BE RESPONSIBLE FOR THE DESIGN AND ERECTION OF ANY SLOPES OF UP TO 2M IN HEIGHT MUST BE LIMITED TO 1.5 HORIZONTAL : 1 VERTICAL
· DRAINAGE OF THE SITE: THE SITE SHOULD BE GRADED OR DRAINED SO THAT
REQUIRED TEMPORARY WORK. TO ENSURE STABILITY. THE SLOPE SHOULD THEN BE GRASSED OR LINED TO
WATER CANNOT POND AGAINST OR NEAR THE BUILDING. THE GROUND
8. THE CONTRACTOR SHALL ENSURE ALL WORK TO BE DONE IN ACCORDANCE WITH PREVENT SCOUR AND EROSION DAMAGE.
IMMEDIATELY ADJACENT TO THE BUILDING SHOULD BE GRADED TO A UNIFORM
REQUIREMENTS OF RELEVANT CURRENT WORKPLACE HEALTH AND SAFETY ACT. 7. TREATMENTS OF FILL SITES SHALL COMPLY WITH THE FOLLOWING:
FALL OF 50MM MIN. OVER THE FIRST METRE AWAY FROM THE BUILDING. THE
9. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE · MATERIALS WITH LARGE PARTICLES (MORE THAN 20% BY MASS OF PARTICLES
FILLING SHALL BE COMPACTED AND GRADED TO ENSURE DRAINAGE OF WATER
BUILDING CODE OF AUSTRALIA, RELEVANT CURRENT AUSTRALIAN STANDARDS COARSER THAN 37.5MM AFTER FILL COMPACTION) THAT WILL CAUSE DIFFICULTIES AWAY FROM THE BUILDING.
AND REQUIREMENTS OF LOCAL GOVERNMENT AUTHORITIES. IN THE EXCAVATIONS OF TRENCHES FOR FOOTINGS / SERVICES, DRIVING OF PILES · LIMITATIONS ON GARDENS: GARDEN BEDS ADJACENT TO THE BUILDING AND
10. THE CONTRACTOR SHALL GIVE A MINIMUM 48 HOURS NOTICE OF INSPECTIONS FOR OR DRILLING OF PIERS SHALL NOT BE USED TO FORM A STRUCTURAL FILL. OVERWATERING OF GARDEN CLOSE TO THE BUILDING FOOTINGS SHALL BE
ALL STRUCTURAL WORK. · OVER-WET MATERIAL SHALL NOT BE USED FOR FILL SLOPING SITES.FILL AVOIDED.
11. SUBSTITUTION OF ANY STRUCTURAL WORK SHALL NOT BE PERMITTED WITHOUT CONTAINING BUILDING DEBRIS AND OTHER ORGANIC MATERIAL SHALL BE REMOVED · RESTRICTIONS ON TREES AND SHRUBS: A SINGLE TREE PLANTING SHOULD BE
THE APPROVAL OF A CHARTERED ENGINEER FROM PEER ENGINEERS PTY. LTD. FROM THE BUILDING AREA. RESTRICTED
· THE FILL SHALL CONTINUE PASSED THE EDGE OF THE BUILDING BY AT LEAST 1.0M · TO A DISTANCE FROM THE BUILDING AS FOLLOWS:
DESIGN PARAMETERS AND SHALL BE RETAINED OR BATTERED BEYOND THIS POINT A SLOPE PROTECTED
(i) 1 1/2 X MATURE HEIGHT FOR CLASS E SITES.
1. WIND LOADS HAVE BEEN CALCULATED IN ACCORDANCE WITH "AS/NZS 1170.2 FROM EROSION AND NOT STEEPER THAN 1 : 2 (VERTICAL : HORIZONTAL) SLOPE OR
WIND ACTIONS" USING THE FOLLOWING PARAMETERS: (ii) 1 X MATURE HEIGHT FOR CLASS H1 AND CLASS H2 SITES.
LESS MUST BE FORMED TO THE NATURAL GROUND. OTHERWISE SLOPE
REGION B (iii) 3/4 X MATURE HEIGHT FOR CLASS M SITES.
STABILIZATION WILL BE WITH THE APPROVAL FROM THE ENGINEER AFTER
TERRAIN CATEGORY 2.5 · FOR A GROUP OF TREES, THE RESTRICTED DISTANCE SHALL BE TWICE THAT FOR A
INSPECTION.
WIND CLASSIFICATION N3 SINGLE TREE.
· COHESIVE SOILS UP TO 0.4M DEEP SHALL BE WELL COMPACTED BY A MECHANICAL
2. UNLESS STATED OTHERWISE THE STRUCTURAL ELEMENTS SHOWN ON THESE · REPAIR OF LEAKS: LEAKS IN PLUMBING INCLUDING STORMWATER AND SEWERAGE
IN LAYERS NOT MORE THAN 0.15M THICK TO A CHIEVE A MINIMUM DENSITY RATIO
DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH RELEVANT CURRENCT DRAINAGE SHALL BE REPAIRED IMMEDIATELY.
(SEE AS 2189.5.4.1) OF 98%.
AUSTRALIAN STANDARDS AND LOCAL AUTHORITIES' REGULATIONS FOR THE · NON-COHESIVE SOILS UP TO 0.8M DEEP SHALL BE WELL COMPACTED BY A
FOLLOWING IMPOSED ACTIONS U.N.O: FOUNDATIONS & FOOTINGS (REFER TO CONCRETE & REINFORCEMENT NOTES)
MECHANICAL ROLLER IN LAYERS NOT MORE THAN 0.3M THICK TO ACHIEVE A
1. THE DESIGN & CONSTRUCTION OF THE FOOTINGS & GROUND SLABS OF THE
MINIMUM DENSITY RATIO (SEE AS 2189.5.4.1) OF 75%.
IMPOSED ACTIONS - DOMESTIC AND RESIDENTIAL · WHERE REACTIVE SOILS TO BE USED AS FILL, THE PLACEMENT MOISTURE CONTENT
PROPOSED PROJECT SHALL BE IN ACCORDANCE WITH:
· AS2870 RESIDENTIAL SLABS AND FOOTING CONSTRUCTION AND RELEVANT
UNIFORMLY SHALL BE IN A RANGE OF 90% TO 110% OF THE STANDARD OPTIMUM MOISTURE
AUSTRALIAN STANDARDS.
CONCENTRATED CONTENT.
ELEMENTS DISTRIBUTED
ACTIONS (kN) · THE COMPACTION SHALL BE TESTED BY NATA REGISTERED LABORATORY AND
ACTIONS (kPa)
·
NATA TEST CERTIFICATE SHALL BE FORWARDED TO PEER ENGINEERS PTY. LTD.
IF THE COMPACTION TEST IS NOT CARRIED OUT OR IF THE CONTROLLED FILL IS
INSPECTIONS AND CERTIFICATIONS
GENERAL FLOOR AREAS 1.5 1.8 1. ALL REINFORCED CONCRETE MEMBERS TO BE INSPECTED BY
DEEPER THAN 0.4M FOR COHESIVE SOILS OR 0.8M FOR NON-COHESIVE SOILS,
BALCONIES 2.0 1.8 PEER ENGINEERS PTY. LTD. PRIOR TO THE CONCRETE
DEEPER PILES OR PIERS FOUNDATION SHALL BE USED. THE PILES / PIERS SHALL BE
PLACEMENT.
STAIRS & LANDINGS 2.0 2.7 TAKEN THROUGH THE UNCONTROLLED FILL INTO NATURAL SOILS OF SUFFICIENT
2. ALL TIMBER AND STEEL STRUCTURAL MEMBERS SHALL NOT
GARAGE & CARPORTS (MAX. BEARING CAPACITY.
2.5 13.0 BE COVERED UNTIL INSPECTED BY PEER ENGINEERS PTY. LTD.
2500KG GROSS MASS TRAFFIC 8. SPOON DRAINS SHOULD BE INSTALLED AROUND THE HIGH SIDE OF THE BLOCK AND
3. FINAL CERTIFICATIONS TO BE ISSUED BY PEER ENGINEERS
DRIVWAYS AND RAMPS (MAX. AT THE BOTTOM OF ALL BATTERS. IT IS RECOMMENDED THAT SURFACE WATER
PTY. LTD. PEER ENGINEERS WILL NOT TAKE ANY
5.0 31.0 RUNOFF SHALL BE COLLECTED AND DISCHARGED AWAY THROUGH PROPERLY
1000kg GROSS MASS VEHICLES) RESPONSIBILITIES IF THE INSPECTIONS ARE NOT CONDUCTED
DESIGNED PIPED DISCHARGES AND WATER RUNOFF SHALL NOT BE ALLOWED TO
BY A CHARTERED ENGINEER FROM OUR OFFICE.
ROOF 0.25 1.1 CONCENTRATE AND FLOW OVER THE NATURAL SURFACE. SIMILARLY ALL ROOF
WATER AND STORM WATER RUNOFF FROM IMPERVIOUS AREAS SHOULD BE
COLLECTED AND PIPED TO THE STORM WATER DRAINAGE SYSTEM.
DO NOT SCALE FROM DRAWING
ALL SCALES ARE AS SHOWN (A3)
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A PRELIMINARY ISSUE 22.08.22 C.Y. EMAIL [email protected]
C.Y. C.Y. AUG 2022
CHECKED APPROVED
B PRELIMINARY ISSUE 29.08.22 C.Y. WEB www.peerce.com.au
PROPOSED NEW DWELLING GENERAL STRUCTURAL N.Z.
0 FOR CONSTRUCTION 30.08.22 C.Y. MOBILE 0425 885 440
LEIF O'BRIEN
POST PO BOX 5296 56 RESERVE STREET, NOTES (SHEET 1) DRAWING No. REV.
ALGESTER, QLD 4115
POMONA QLD 4568 PCE2211 - S01 0
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