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S12884-210412-Store Local Stage 3 -For Approval
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
NOT FOR CONSTRUCTION EARTHWORKS NOTES:
1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
SERVICES PRIOR TO COMMENCEMENT OF WORK. ALL EXISTING SERVICES
AND STRUCTURES ARE TO BE MAINTAINED IN GOOD ORDER FOR THE
BOUNDARY
DURATION OF THE CONTRACT. ANY COSTS ASSOCIATED WITH REPAIRING
PROPERTY
FIRST FLOOR RL 14.500 DAMAGE TO EXISTING SERVICES SHALL BE PAID FOR BY THE CONTRACTOR.
2. THE CONTRACTOR SHALL VERIFY BENCH MARK LEVELS AND ADVISE THE
SUPERINTENDENT OF ANY DISCREPANCY BEFORE COMMENCEMENT OF
DESIGN SUIRFACE CONSTRUCTION.
RENE STREET 3. ALL LEVELS ARE TO A.H.D.
CARPARK
4. THE SITE OF THE PROPOSED WORKS SHALL BE CLEARED OF ALL
GROUND FLOOR RL 11.500 UNDESIRABLE MATTER. THIS SHALL INCLUDE DEAD TIMBER, GRASS, OLD
FOUNDATIONS, CONCRETE, REDUNDANT MASONRY REMAINS, GARBAGE,
DEBRIS, AND ALL OTHER OBSTRUCTIONS TO THE WORKS. HOLES LEFT BY
BOUNDARY
PROPERTY
EXISTING SURFACE THE REMOVAL OF ANY OF THE ABOVE SHALL BE FILLED WITH APPROVED
COMPACTED MATERIAL WITH PROPERTIES AT LEAST SIMILAR TO INSITU
1in
SOILS.
0.8
2
REAR DRIVEWAY 0.250 5. CLEARED MATERIAL AND EARTHWORKS SPOIL SHALL BE REMOVED FROM
BASEMENT RL 8.050 THE SITE.
EARTHWORKS TEMPORARY 6. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY ALL
BATTER. CONTRACTOR TO EARTHWORKS AND CLEARING OPERATIONS.
SEEK GEOTECHNICAL 7. SITE EARTHWORKS GENERALLY, SHALL BE CARRIED OUT IN ACCORDANCE
ENGINEER FOR ADVICE (TYP.) EARTHWORKS LEVEL WITH AUSTRALIAN STANDARD AS 3798, GUIDELINES ON EARTHWORKS FOR
POSSIBLE SHORING REQUIRED.
COMMERCIAL AND RESIDENTIAL DEVELOPMENTS, UNLESS NOTED
OTHERWISE.
8. TOPSOIL WHERE ENCOUNTERED SHALL BE STRIPPED AND STOCKPILED
PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS OPERATION. THE
LOCATION OF THE STOCKPILE ON SITE SHALL BE AS DIRECTED BY THE
SUPERINTENDENT.
SECTION A 9. IF DURING EARTHWORKS OPERATIONS UNSUITABLE SUBGRADE MATERIAL
SCALE 1:100 IS ENCOUNTERED,THEN PRIOR TO ANY FILLING OPERATION THIS MATERIAL
CE11 SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE
SUPERINTENDENT WITH AN APPROVED SUITABLE MATERIAL.
10. FILL MATERIAL SHALL BE COMPACTED TO THE FOLLOWING STANDARD,
WHERE DRY DENSITY RATIO IS DETERMINED IN ACCORDANCE WITH AS 1289
USING STANDARD COMPACTION METHODS.
- 100% DRY DENSITY RATIO IN COHESIVE MATERIAL OR 80% IN
COHESIONLESS MATERIAL FOR ROAD SUBGRADE.
- 95% DRY DENSITY RATIO IN COHESIVE MATERIAL OR 65% IN
COHESIONLESS MATERIAL FOR ALL AREAS OTHER THAN THE ROADWAY
AND BUILDING PADS.
- 98% DRY DENSITY RATIO IN COHESIVE MATERIAL OR 70% IN
COHESIONLESS MATERIAL FOR BUILDING PADS.
11. THROUGHOUT THE EARTHWORKS OPERATION THE CONTRACTOR IS TO
ENSURE THAT THE SITE IS SELF DRAINING. DAMAGE RESULTING FROM THE
EXPOSURE SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
12. FOR ANY TEMPORARY EARTHWORK BATTERS, APPROPRIATE
STABILISATION, SLOPE AND LOCATION ONSITE IS TO BE SPECIFIED BY A
FIRST FLOOR RL 14.500 SUITABILITY QUALIFIED GEOTECHNICAL ENGINEER. WORKS SHALL NOT
PROCEED UNTIL ALL REQUIRED INFORMATION HAS BEEN RECEIVED FOR THE
CONTRACTOR.
LOT 58
DESIGN SUIRFACE
BOUNDARY
PROPERTY
ON
GROUND FLOOR RL 11.500
BOUNDARY
PROPERTY
RP228905
PROPOSED SWALE EAST. REFER TO
DETAIL ON DRAWING S10979-CE12.
EXISTING SURFACE STRUCTURAL NOTES:
ALL WALLS TO BE CONSTRUCTED AS SPECIFIED BY STRUCTURAL ENGINEER.
STABILITY OF ALL EXISTING ADJACENT RETAINING WALLS AND STRUCTURES TO
.43
BASEMENT RL 8.050 BE ASSESSED BY A STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORKS.
1in2
1in0
PROPOSED RETAINING WALL CONSTRUCTION METHODOLOGY, INCLUDING
STABILIZATION OF EXISTING RETAINING WALLS AND STRUCTURES, TO BE
EARTHWORKS LEVEL
PROVIDED IN ACCORDANCE WITH STRUCTURAL ENGINEERS ADVICE.
PROPOSED SWALE WEST. (NO ALLOWANCE FOR PAD FOOTINGS)
REFER TO DETAIL ON EARTHWORKS TEMPORARY BATTER.
DRAWING S10979-CE12. CONTRACTOR TO SEEK GEOTECHNICAL
ENGINEER FOR ADVICE (TYP.) DEMOLITION NOTE:
POSSIBLE SHORING REQUIRED. THE PERSON RESPONSIBLE FOR THE DEMOLITION WORKS SHALL ENSURE THAT
ALL VEHICLES LEAVING THE SITE CARRYING DEMOLITION MATERIALS HAVE THEIR
SECTION B LOADS COVERED AND DO NOT TRACK SOIL OR WASTE MATERIALS ONTO THE
ROAD.
SCALE 1:100
CE11 ASBESTOS REMOVAL NOTE:
SHOULD ASBESTOS BE PRESENT, ITS REMOVAL SHALL BE CARRIED OUT IN
ACCORDANCE WITH THE NATIONAL OH&S COMMITTEE - CODE OF PRACTICE FOR
EARTHWORKS DESIGN ASSUMPTIONS: SAFE REMOVAL OF ASBESTOS AND ITS CODE OF PRACTICE FOR THE MANAGEMENT
EARTHWORKS DESIGN BASED ON THE FOLLOWING ASSUMPTIONS AND CONTROL OF ASBESTOS IN THE WORKPLACE.
(1) 180mm BUILDING SLAB THICKNESS (130mm SLAB AND 50mm SAND BEDDING).
(2) ALLOWANCE FOR 150mm COMPACTED CLASS 1 GRANULAR MATERIAL UNDER
BASEMENT SLAB. LEGEND WORKPLACE HEALTH AND SAFETY NOTE:
(3) 480mm DRIVEWAY SLAB THICKNESS (INCLUDING SUBGRADE COMPACTION DEPTH) EROSION & SEDIMENT CONTROL ALL WORKS UNDERTAKEN BY THE CONTRACTOR SHALL COMPLY WITH THE
REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.
(4) NO ALLOWANCE FOR STRIPPING OR REMOVAL OF EXISTING PAVEMENT AND
STRUCTURES TO EARTH LEVEL. EXISTING SURFACE LEVEL TRENCHING OPERATIONS: CONTACT THE NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND
SAFETY FOR INFORMATION. PHONE No. 1300 362 128.
(5) NO ALLOWANCE FOR PAD FOOTINGS.
THE CONTRACTOR SHALL FOLLOW THE PROCEDURES BELOW TO MINIMISE
PROPOSED SURFACE LEVEL
SCOURING OF TRENCHES DURING RAINFALL EVENTS THAT OCCUR THROUGH THE
CONSTRUCTION PHASE. DIAL BEFORE YOU DIG:
SITE STRIP = N/A PROPOSED EARTHWORKS LEVEL 1. OPEN ONLY AS MUCH GROUND AS REQUIRED TO UNDERTAKE THE WORK AT IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU DIG'
HAND. PH.1100 FOR THE LOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO EXCAVATION.
PROPOSED TEMPORARY 2. WHEREVER POSSIBLE CONSTRUCT LINES FROM UPSTREAM TO ANY DAMAGE CAUSED TO EXISTING PUBLIC UTILITIES BY THE CONTRACTOR WILL
SITE CUT = 2037m³ EARTHWORKS BATTER DOWNSTREAM. BE REPAIRED BY THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
3. PLACE BEDDING MATERIAL AS SOON AS PRACTICAL AFTER OPENING
TRENCH.
SITE FILL = 32 m³ PROPOSED FILL 4. CLOSE TRENCH AS SOON AS PRACTICABLE AFTER LAYING PIPE.
EXISTING SERVICES NOTE:
5. INSTALL FILTER ROLLS IN TRENCHES AT 10m CENTRES WHENEVER
THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
TRENCHES ARE PROPOSED TO BE LEFT OPEN AND UNATTENDED eg.
NET EXPORT = 2005 m³ OVERNIGHT. CONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY
EXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE CONTRACTORS
PROPOSED CUT RESPONSIBILITY TO UNDERTAKEN POT HOLING TO VERIFY THE DESIGN.
APPROXIMATE EARTHWORKS QUANTITIES
0 1 2 3m 0 2 4 6m
(APPROXIMATE SOLID CUT/FILL VOLUMES. EXCLUDES TRENCH, FOOTING AND/OR REAL PROPERTY DESCRIPTION
SCALE 1:50 (A1) SCALE 1:100 (A1)
RETAINING WALL SPOIL). (NOT TO BE USED FOR TENDERING PURPOSES. TENDERER MUST LOT 59 ON RP228906
© MILANOVIC NEALE CONSULTING ENGINEERS
(SCALE BEFORE REDUCTION) (SCALE BEFORE REDUCTION)
SATISFY THEMSELVES OF EARTHWORKS VOLUMES BASED ON DESIGN LEVELS).
ALL SCALES ARE AS SHOWN (A1)
DO NOT SCALE FROM DRAWING
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A FOR CLIENT REVIEW 23.02.21 SM E [email protected] SM SM FEB 2021
B FOR APPROVAL 09.04.21 SM W www.mnce.com.au
STORE LOCAL - NOOSAVILLE CHECKED APPROVED
STORELOCAL PTY LTD BULK EARTHWORKS SECTIONS DH
BRISBANE IPSWICH
STAGE 3 DRAWING No. REV.
SYDNEY GOLD COAST
PH No. (07) 3255 1877 PH No. (07) 3281 6603 PH No. 1300 827 901 PH No. 1300 827 901 S12884 - CE12 B
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