Attachment B Engineering plans

 

71 SEAVIEW TERRACE SUNSHINE BEACH

GENERAL NOTES

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‘THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECTS.
AND LANDSCAPE ARCHITECT'S DRAWINGS AND THE SPECIFICATION.

ANY DISCREPANCY TO BE REFERRED TO THE ENGINEER IN WRITING.

SET OUT TO BE DONE BY SURVEY USING DIGITAL FILE OF THE ARCHITECTS
DRAWINGS IN CONJUNCTION WITH NECESSARY CRITICAL ON-SITE
DIMENSIONS AND CLEARANCES.

ALL DIMENSIONS ARE TO BE CHECKED ON SITE BEFORE WORK COMMENCES.
DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURAL DRAWINGS.
THE FOUNDATION MATERIAL TO BE CHECKED BY GEOTECHNICAL ENGINEER
BEFORE THE POURING OF THE FOUNDATIONS IS COMMENCED.
‘THE FOUNDATION MATERIAL MUST BE CAPABLE OF WITHSTANDING A BEARING
PRESSURE OF NOT LESS THAN 200 KPa
THE STRUCTURES HAVE BEEN DESIGNED TO CARRY THE FOLLOWING LIVE LOADS -
BALCONYS 5.0kPa__ INTERNAL AREAS 3.0 kPa

‘THE STRUCTURES HAVE BEEN DESIGNED FOR THE FOLLOWING WIND LOADS -
DESIGN GUST WIND SPEED (PERMISSIBLE STRESS METHOD)
OF 85 METERS/SEC TERRAIN CATEGORY 2

‘THE TIED-BACK CONTIGUOUS, PILED WALL SHALL BE DESIGNED AND CERTIFIED
BY THE PILING CONTRACTOR'S RPEQ.

THE CONTRACTOR SHALL PROVIDE A COMPLETE MAINTENANCE SCHEDULE AND

WARRANTIES FOR THE PROJECT INCLUDING BUT NOT LIMITED TO;-

* SURFACE TREATNENT OF PRECAST BEAMS AND PILES
* FLEXIBLE SEALANTS
* TIMBER PRESERVATIVES
* PAINTED GALVANISED STEEL
* ALUMINIUM
* SURFACE SEALANTS OF STONEWORK AND GROUT

* PROPRIETARY MORTARS AND GROUTS

10 THE SET OUT OF STRUCTURAL MEMBERS SHALL BE

ENTIRELY DEPENDENT ON THE ACCURATE PLACEMENT OF THE PILES, WHICH MUST
DETERMINE THE CENTRE LINE OF THE BEAMS OVER. PILES MUST BE PLACED

WITHIN 100mm OF THEIR DESIGNATED LOCATION. THE CONTRACTOR MUST CARRY OUT A
SURVEY OF THE AS CONSTRUCTED PILES AND ONLY THEN PROCEED WITH CONSTRUCTION
STRUCTURAL MEMBERS.

PROVIDE A FULL SET OF AS-CONSTRUCTED DRAWINGS OF THE PROJECT, INCLUDING ALL PILE
LOCATIONS, DEPTHS, LOCATION AND LENGTH OF TIE BACK ANCHORS, GROUND BEAMS,

AND CONCRETE WALLS ETC.

12 ALL WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE APPROVED ENVIRONMENTAL

MANAGEMENT PLAN. (EMP )

DESIGN LOADING CRITERIA

RAMPS, DRIVEWAYS, DECKS WHICH CAN POSSIBLY BE ACCESSED BY LIGHT (MAINTENANCE) VEHICLES,
5 kPa DISTRIBUTED : 13 KN POINT LOAD.

PEDESTRIAN BARRIERS: 1.5 kN/m HORIZ : 0.75 kNim VERTICAL.

RETAINING STRUCTURES: AS PER SOIL INVESTIGATION RECOMMENDATIONS. MINIMUM LATERAL SOIL
PRESSURE CALCULATED USING HORIZONTAL BACKFILL Ko=0.5 SLOPE BACKFILL Ko =0.9

SOIL DENSITY 18 kN/m3. INCLUDE HORIZONTAL FORCES FROM

LIVE LOAD SURCHARGE x Ka.

CONSTRUCTION LOADS AS CALCULATED. MINIMUM RECOMMENDED FOR DRIVEWAY SLAB 15 kPa.

SLIP RATING

1,

SLIP RATING ON ANY ACCESSIBLE HORIZONTAL SURFACE TO BE V TO AS 4586

TEMPORARY WORKS

‘THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN CERTIFICATION AND APPROVALS OF ALL TEMPORARY

STRUTTINGS, PROPPING, TIE BACKS, EXCAVATION SHORING, PROTECTION WORKS, CONTIGUOUS PILING, ETC.
NECESSARY TO CARRY OUT THE WORKS.

2.

ALL TEMPORARY WORKS SHALL BE DESIGNED STRICTLY IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN

STANDARDS AND LOCAL BY-LAWS TO WITHSTAND ALL EXPECTED AND SPECIFIED LOADINGS AS SET OUT IN
THE CODES.

3.

THE CONTRACTOR'S ATTENTION IS DRAWN TO THE CLOSE PROXIMITY OF ADJACENT BUILDINGS AND

THE NEED TO TAKE PARTICULAR CARE TO PROTECT THESE.

4.

THE CONTRACTOR MUST PROVIDE A FULL AND COMPREHENSIVE WORK SCHEDULE PROGRAMME AND

CONSTRUCTION SITE PLAN, INCLUDING ALL MEANS OF ACCESS, TEMPORARY DRAINAGE, PROTECTIVE FENCING,
BARRIERS, BOARDINGS, AND SIGNAGE.

5.

THE CONTRACTOR MUST PROVIDE A FULL SAFETY PLAN, INCLUDING EMERGENCY AND FIRST-AID

PROCEOURES.

6.

ITIS PROHIBITED TO ALLOW ANY MATERIALS, RUBBISH, SOILS, WASTE, CHEMICALS, SEDIMENT,

ETC. TO FALL ONTO THE BEACH TIDAL ZONE OR SEAWATER. ANY EXCESS SOILS, SEDIMENT,

CONSTRUCTION RUBBISH ETC. ON SITE MUST BE SUITABLY CONTAINED, TO AVOID IT BENG ACCIDENTLY WASHED
OR BLOWN ONTO THE BEACH, OR INTO THE NATURAL VEGETATION ON THE LOWER PART OF THE SITE AND
NATIONAL PARK.

SERVICES RELOCATION

1

THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL INGROUND SERVICES AND CO-ORDINATE WITH THE

RELEVANT UTILITY AUTHORITY IF AND WHERE THEY NEED TO BE RELOCATED AND/OR ESPECIALLY
PROTECTED DURING CONSTRUCTION.

2

METHODS OF RELOCATION AND/OR PROTECTION MEASURES SHALL BE APPROVED BY THE RELEVANT

UTILITY AUTHORITY PRIOR TO COMMENCEMENT OF THE WORKS.

DILAPIDATION REPORT

THE CONTRACTOR SHALL CARRY OUT A DETAILED DILAPIDATION ( EXISTING CONDITION )
REPORT ON THE ADJACENT LOTS 5 AND 6 TO THE WEST, AND LOT 2 ON THE SOUTH BOUNDARY,
COVERING ALL BUILDINGS, STRUCTURES, FENCES, POOLS, PATHS AND SLABS ETC. IN
CONSULTATION WITH TOD CONSULTING ENGINEERS. SUBMIT 3 COPIES OF THE REPORT TO
THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF ANY TEMPORARY WORKS, GROUTING

STEELWORK

4. ALL STEELWORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION

OF AS 4100 - SAA STEEL STRUCTURES

AS 1554 - SAA STRUCTURAL STEEL WELDING

AS 1627 - METAL FINISHING - PREPARATION AND PRETREATMENT OF SURFACES
2. TWO COPIES OF SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER AND
ARCHITECT AND APPROVAL OF SANE OBTAINED PRIOR TO COMMENCING

FABRICATION
3. UNLESS OTHERWISE NOTED THE SIZE OF THE FILLET WELDS SHALL BE 6mm.
4, ALL STEELWORK UNLESS OTHERWISE NOTED, SPECIFIED OR APPROVED, SHALL BE HOT
DIPPED GALVANISED INCLUDING NUTS, BOLTS and WASHERS TO AS 1650
5, STEELWORK ENCASED IN CONCRETE SHALL BE PAINTED WITH AN APPROVED HIGH BUILO
2-PART MARINE EPOXY, WITH 10 GAUGE (3.25 mm) BLACK WIRE AT 100 mm PITCH, 50 mm COVER.
6. THE STEEL FABRICATOR SHALL PROVIDE ALL BOLTS NECESSARY FOR THE ERECTION
OF THE STEELWORK AND BOLT HOLES AND CLEATS NECESSARY FOR THE ERECTION

OF TIMBER WORK AS SHOWN, NOTED OR IMPLIED ON THESE DRAWINGS OR THE
ARCHITECT'S DRAWINGS AND SPECIFICATION.

7. BOLTS SHALL BE 316 STAINLESS STEEL INSULATED FROM MEMBERS.

HIGH STRENGTH STRUCTURAL BOLTS SHALL BE

GRADE 8.8 COMMERCIAL BOLTS SHALL BE GRADE 4.6
8, THE ROOF STRUCTURE HAS BEEN DESIGNED FOR NORMAL ROOF LOADS ONLY AND
DOES NOT ALLOW FOR ANY EXTRANEOUS LOADS SUCH AS HOISTS, MONORAILS, ETC.
EXCEPT WHERE SHOWN ON DRAWINGS.
9. WHEN SHOP SPLICES ARE NECESSARY IN BEAMS OR TRUSSES THE POSITION OF

THE SPLICES SHALL BE APPROVED BY THE ENGINEER. SHOP SPLICES SHALL BE
COMPLETE PENETRATION BUTT WELDS.

10. ALL STEELWORK TO BE H.D GALVANIZED AND APPROVED EPOXY
PAINTED AFTER FABRICATION - U.N.O.

11. ALL WELDS ARE TO BE 6mm CONTINUOUS FILLET WELDS , UNLESS
NOTED OTHERWISE ALL EXPOSED SITE WELDS ARE TO BE WIRE
BRUSHED AND TO HAVE ZINC STICK APPLIED AND EPOXY PAINT

12. ALL SHS AND CHS TO BE 350 MPa GRADE STEEL
TIMBER

1. ALL THE WORK IN STRUCTURAL TIMBER IS TO BE EXECUTED IN ACCORDANCE WITH

THE CURRENT EDITION OF - AS 1634 - NATIONAL TIVBER FRAMING CODE
AS 1720 - SAA TIMBER STRUCTURES CODE
AS 1328 - GLUED LAMINATED STRUCTURAL TIMBER.

2. THE TIMBER USED MUST BELONG TO STRESS GRADE F17 (UNLESS NOTED OTHERWISE)
AS GIVEN IN THE CURRENT EDITION OF THE TIMBER ENGINEERING CODE.

3. ALL NUTS, BOLTS, WASHERS AND FRAMING ANCHORS TO BE 316 STAINLESS STEEL.
FIX ALL FRAMING ANCHORS WITH STAINLESS STEEL NAILS.

4, THE CONTRACTOR IS FINALLY TO TIGHTEN ALL BOLTS BEFORE HANOING OVER THE
JOB FOR 12 AND 16mm BOLTS THE BOLT HOLES ARE TO BE 2mm OVER SIZE. FOR
20mm BOLTS THE BOLT HOLES ARE TO BE 3mm OVER SIZE.

5. ALL TIMBER TO BE DURABILITY CLASS 1 AND TREATED TOHS.

6. INJECT LANOTEC GREASE INTO ALL BOLT HOLES.

7. ALL PRESERVATIVE TREATMENTS FOR TIMBER MUST BE
IN ACCORDANCE WITH AS1604.

8. COAT ALL S/S BOLTS, NUTS & WASHERS & FRAMING ANCHORS
WITH DENSE LANOTEC GREASE.

9. TIMBER DECKING TO BE F17 KD. HWD 140 x50
DURABILITY CLASS 1 TREATED TO HS FIXED WITH S/STEEL SCREWS.

ALL TIMBER FRAMING TO BE F17 KD. HARDWOOD.

EARTHWORKS NOTES

1, SOILS CONTAINING ORGANIC MATTER ARE TO BE STRIPPED FROM THE
SITE. THIS MATERIAL IS NOT SUITABLE FOR USE AS FILL ON THIS SITE.

2. THE WHOLE OF THE EXCAVATED LEVEL, IS TO BE PROOF ROLLED

AND ANY UNSUITABLE GROUND , AS DIRECTEO BY THE ENGINEER , IS

TO BE EXCAVATED AND REMOVED FROM SITE. THIS MATERIAL IS TO BE
REPLACED WITH IMPORTED APPROVED FILL.

3. IMPORTED APPROVED FILL TO HAVE A MIN. CBR SPECIFICATION OF 15%
MAX. STONE SIZE OF 100mm , MAX, PLASTICITY INDEX OF 20% AND

MAX. LINEAR SHRINKAGE OF 10%. THIS FILL IS TO BE PLACED IN MAX.
200mm LAYERS AND COMPACTED TO...

COHESIONLESS SOILS - DENSITY INDEX NOT LESS THAN 70%
(AS 1289 TEST 5.6.1)
SOILS CONTAINING CLAY DENSITY RATIO NOT LESS THAN 98%
OR SILT FINES STANDARD ( AS 1289 TEST 5.1.1)
4, COMPACTION TESTING OF FILL LAYERS IS TO BE CARRIED OUT
TO LEVEL 1 SUPERVISION STANDARD AS PER AS 3789-1990.
5. THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES BEFORE COMMENCEMENT OF WORK ON SITE.
6. THE CONTRACTOR IS TO PROVIDE COMPACTION TEST RESULTS TO THE
ENGINEER. THE COST OF THIS TESTING IS TO BE PAID BY THE CONTRACTOR.

REPLACEMENT OF UNSUITABLE MATERIAL

AS THERE IS A REASONABLE CHANCE OF EXPOSING VOIDS AND LOOSE MATERIALS ON
THIS SITE, THE CONTRACTOR SHALL INCLUDE AN ALLOWANCE TO :-

4, REMOVE UP TO 50 m? OF EXISTING UNSUITABLE MATERIAL, AND REPLACE WITH
COMPACTED GRANULAR MATERIAL.

2. PRESSURE GROUT LOCALLY 20 m? OF 20MPa CEMENT SAND GROUT.

  

3. EXCAVATE 50 m? OF UNSUITABLE MATERIAL AND BACKFILL WITH NO-FINES CONCRETE.

4. REMOVE AND RECOMPACT 50 m? LOCALISED AREAS OF EXISTING APPROVED
UNCOMPACTED MATERIAL.
ALL THE ABOVE AS APPROVED AND DIRECTED BY THE SUPERINTENDENT.

STAINLESS STEEL

4. ALL BOLTS SHALL BE GRADE 316 (UNS $31600) A4-70.

NUTS SHALL BE DUPLEX 2205 GRADE (UNS $31803).

2. WASHERS SHALL BE 316 (UNS $31600), ELECTROPOLISHED OR PASSIVATED INA
20% TO 25% NITRIC ACID SOLUTION FOR AT LEAST 30 MINUTES AT 40°C TO 60°C

IN ACCORDANCE WITH ASTMA380.

3. NUTS AND BOLTS SHALL COMPLY WITH ISO 3506 IDENTIFICATIONS OR , IF NOT SO
MARKED, SHALL BE PROVIDED WITH MILL OR NATA CERTIFIED TESTS RESULTS
CONFIRMING GRADE AND STRENGTH.

4, BOTH SHALL HAVE ROLLED THREADS. THE NUTS AND WASHERS SHALL BE
ELECTROPOLISHED OR PASSIVATED IN A 20° TO 25° INTRIC ACID SOLUTION FOR
ALEAST 30 MINUTES AT 40°C TO 60°C IN ACCORDANCE WITH ASTM.A380,

5. BOLTS SHALL BE TIGHTENED TO THE MANUFACTURER'S RECOMMENDED TORQUE USING A
TORQUE WRENCH. NUTS SHALL BE LUBRICATED WITH A NICKEL BASED,

ANTI-SEIZE LUBRICANT SUBJECT TO THE APPROVAL OF THE SUPERINTENDENT.

ALUMINIUM NOTES

1. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS1664

2. ALUMINIUM SECTIONS SHALL COMPLY WITH AS1734, AS 1866 OR AS1867
3. ALL WELDING SHALL COMPLY WITH AS1665

4. ALL WELDING SHALL BE CARRIED OUT USING ARGON GAS SHIELDING
5. ALUMINIUM EXTRUSIONS SHALL BE ALLOY 6061T6

6. PLATE IS TO BE ALLOY 5083 H321

7. TREAD PLATE IS TO BE ALLOY 5251 H34

8. BOLTS SHALL BE INSULATED FROM ALUMINIUM BY THE USE OF A 1mm
‘SLEEVE ON THE BOLT SHANK AND 3mm THICK NYLON WASHERS

UNDER BOLT HEAD AND NUT

SEDIMENT / EROSION CONTROL

REFER TO THE ENVIRONMENTAL MANAGEMENT PLAN FOR ADDITIONAL REQUIREMENTS.
ALL AREAS SUBJECT TO FILLING TO BE TOPSOILED AND GRASS-SEEDED AS DIRECTED BY THE
ENGINEER UPON COMPLETION OF EARTHWORKS,

SEDIMENT FENCES/FILTER DAMS SHALL BE ERECTED AS DIRECTED BY THE ENGINEER UPON
COMMENCEMENT OF EARTHWORKS AND SHALL BE MAINTAINED UNTIL GRASS COVER IS
ESTABLISHED TO THE SATISFACTION OF THE ENGINEER. SEDIMENT FENCES SHALL BE APPROVED
SILT FENCE MESH ANCHORED BY STAR PICKETS AT MAXIMUM 2.0m CENTRES.

MESH COVERS SHALL BE PLACED OVER FIELD INLETS PIT GRATES AND APPROVED AGGREGATE
FILLED FILTER BLOCKS SHALL BE PLACED IN ALL SIDE-ENTRY PIT INLETS AND MAINTAINED IN
POSITION TO PREVENT SILT ENTRY TO DRAINAGE SYSTEMS UNTIL REMOVAL IS APPROVED BY
THE ENGINEER.

AT THE COMPLETION OF THE FILLING TO WITHIN 100mm. OF THE FINISHED SURFACE LEVEL, A
LAYER OF TOPSOIL IS TO BE SPREAD OVER THE WHOLE OF THE EXPOSED EARTHWORKS AND
LIGHTLY COMPACTED AND TRIMMED TO THE FINISHED SURFACE LEVEL AND GRASSED BY
‘SEEDING AS DIRECTED.

FOLLOWING SEEDING THE SURFACE IS TO BE LIGHTLY HARROWED OR CULTIVATED TO IMBED THE
SEEDIN THE SOIL. THE CONTRACTOR IS TO MAINTAIN THE GRASSED AREAS SO THAT AT THE
COMPLETION OF THE MAINTENANCE PERIOD AT LEAST 75 % OF EACH 4 SQUARE METRES HAS

A DENSE LIVING COVER.

SEDIMENTATION CONTROLS SHALL COMPLY WITH REQUIREMENTS OF "BEST PRACTISE EROSION AND
SEDIMENT CONTROL" - PUBLISHED BY IECA AUSTRALASIA.

PROTECTION OF TREES

1. ALL EXISTING NATURAL VEGETATION THAT WILL BE RETAINED, IS TO BE PROTECTED, THE AREA IMMEDIATELY
BENEATH THEIR CANOPIES SHOULD BE DECLARED A ‘TREE PROTECTION ZONE’ AND SHOULD BE FENCED
OFF AND APPROPRIATED SIGNAGE ERECTED FOR THE DURATION OF THE SITE DEVELOPMENT ANO
CONSTRUCTION.

2. REMOVAL OF TREE STUMPS IN CLOSE PROXIMITY TO THE ROOT ZONES OF THE TREES TO BE RETAINED
MUST BE DONE IN A MANNER THAT WILL NOT NEGATIVELY IMPACT THE ROOT SYSTEM OF THE TREE BEING
RETAINED. ON NO ACCOUNT SHOULD ANY ATTEMPT BE MADE TO EXCAVATE TREE STUMPS TO AVOID
DAMAGE TO INTERTWINGING ROOTS OF THE TREES TO BE RETAINED.

3. THE AREA BENEATH THE CANOPIES OF TREES TO BE RETAINED SHALL BE COVERED WITH A 100mm

LAYER OF BARK MULCH MATERIALS TO REDUCE SOIL MOISTURE LOSS, CONTROL WEED GROWTH AND TO
REDUCE SOIL COMPACTION.

4. ANY PRUNING OF CANOPY BRANCHES SHOULD ONLY BE UNDERTAKEN BY AN APPROVED ARBORIST.

5. ONNO ACCOUNT SHOULD FERTILISER, HERBICIDE TREATMENTS OR SOIL LEVEL CHANGES BE PERMITTED
CLOSE TO OR BENEATH THE CANOPIES OF THE TREES.

6. ALL CONTRACTORS SHOULD BE ADVISED OF THE PROTECTED AND VALUED NATURE OF THE TREES

AND THAT NO MACHINERY, EQUIPMENT, FUEL, CONSTRUCTION MATERIALS, SHEDS ETC. SHOULD BE
PERMITTED TO BE PARKED OR STORED BENEATH THE CANOPY OF THE TREES.

7. ON NO ACCOUNT SHOULD WASTE CONSTRUCTION MATERIALS INCLUDING FILL AND PARTICULARLY
WATERIWASHINGS FROM MACHINERY OR FROM CONCRETE CONSTRUCTIONS ETC. BE PERMITTED TO BE
DISPOSED WITHIN THE ROOT ZONE OF THE TREES.

8. COMPLETE TREE REMOVAL OR REDESIGN IS REQUIRED IF ROOT PRUNING ACTIVITIES WILL BE TOO
SEVERE TO MAINTAIN THE TREES STRUCTURAL INTEGRITY (SEVERITY DEPENDS OF ROOT DIAMETER,
‘TRUNK DIAMETER AND DISTANCE FROM TRUNA).

9. ON NO ACCOUNT SHOULD ANY EXCAVATIONS FOR THE INSTALLATION FOR THE SERVICES BE MADE
CLOSER THAN 3m FROM THE BASE/TRUNK OF THE TREES AND ALL EXCAVATIONS WITHIN 3m

EACH SIDE OF THE TREE SHOULD BE CARRIED OUT WITH CLOSE SUPERVISION OF THE APPROVED ARBORIST.
10. NO ROOTS IN EXCESS OF 50mm ARE TO BE SEVERED WITHOUT ADVISE FROM THE APPROVED ARBORIST.
IN ALL CIRCUMSTANCES WHERE SEVERING OF TREE ROOTS IN EXCESS OF 50mm IN DIAMETER HAS OCCURRED
THE URGENT ATTENTION OF THE APPROVED ARBORIST WILL BE REQUIRED FOR THE TREATMENT AND DRESSING
OF ROOT WOUNDS.

11, WHERE POSSIBLE CAREFUL EXPLORATORY TRENCHING (BY HAND OR WATER JET) SHALL BE CARRIED
OUT TO A DEPTH OF 500mm TO DETERMINE IF LARGE ROOTS ARE PRESENT. SHOULD LARGE ROOTS BE
ENCOUNTERED THEY SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY ARBORIST.

12. WHERE UNDERGROUND SERVICES ARE TO BE INSTALLED WITHIN THE ROOT ZONE OF A TREE,
EXPLORATORY TRENCHING SHOULD BE CARRIED OUT. IN ALL INSTANCES WHERE A NUMBER OF LARGE
ROOTS ARE ENCOUNTERED THESE SHOULD BE LEFT INTACT AND ANY SERVICES ETC INSTALLED BY
TUNNELLING BENEATH THE ROOT MASS.

43. EXCAVATIONS SHALL BE EXECUTED WITH EXTREME CARE. ANY LARGE ROOTS THAT MAY BE
ENCOUNTERED SHALL BE LEFT INTACT, KEPT MOIST, COVERED WITH HESSIAN OR SIMILAR MATERIALS TO
PREVENT DRYING AND LEFT FOR THE URGENT ATTENTION AND TREATMENT BY THE ARBORIST.

14. THE APPROVED ARBORIST IS TO BE ADVISED PRIOR TO THE BACKFILLING OF THE SERVICE TRENCHES
SO THAT PHOTOGRAPHIC RECORDS CAN BE TAKEN.

SITE LOCATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5
LOCALITY PLAN 8
NOT TO SCALE
PLAN INDEX
DWG No DESCRIPTION

14517-OP01 GENERAL NOTES AND SHEET 1
14517-OP02 GENERAL NOTES AND SHEET 2
14517-OP03 ‘SITE PLAN
14517-OP04 ‘SITE TEMPORARY ACCESS AND PILING PLAN
14517-OP05 ‘SITE CONSTRUCTION WORKS - STAGES 1 -3
14517-OP06 SITE CONSTRUCTION WORKS - STAGES 4 - 7
14517-OP07 BUILDING SECTIONS
14517-OP08 CONSTRUCTION DETAILS SHEET 1
14517-OP09 CONSTRUCTION DETAILS SHEET 2
14517-OP 10 EARTHWORKS - CUT PLAN

 

 

 

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION
WITH GEOTECHNICAL REPORT No. ME09/068
BY MORRISON GEOTECHNIC

DATED SEPTEMBER 2009
AND SCG CONSULTING ENGINEERS
DATED 24 MARCH 2009

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OR PILING OPERATIONS.

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