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08/0169 Information Response to DERM - 71 Seaview Terrace Sunshine Beach · 132008.169
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GENERAL NOTES STEELWORK STAINLESS STEEL
1 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S 1 ALL STEELWORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION 1 GRADE
AND LANDSCAPE ARCHITECT'S DRAWINGS AND THE SPECIFICATION. OF AS 4100 - SAA STEEL STRUCTURES ALL BOLTS SHALL BE GRADE 316 TUNS 531600) A4-70.
ANY DISCREPANCY TO BE REFERRED TO THE ENGINEER IN WRITING. AS 1554 - SAA STRUCTURAL STEEL WELDING NUTS SHALL BE DUPLEX 2205 GRADE TUNS 5318031
SET OUT TO BE DONE BY SURVEY USING DIGITAL FILE OF THE ARCHITECTS AS 1627 - METAL FINISHING - PREPARATION AND PRETREATMENT OF SURFACES
DRAWINGS IN CONJUNCTION WITH NECESSARY CRITICAL ON-SITE 2 WASHERS SHALL BE 316 TUNS 5316001, ELECTROPOLISHED OR PASSIVATED IN A
2 TWO COPIES OF SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER AND 20% TO 25% NITRIC ACID SOLUTION FOR AT LEAST 30 MINUTES AT 40'C TO 60•C
DIMENSIONS AND CLEARANCES
ARCHITECT AND APPROVAL OF SAME OBTAINED PRIOR TO COMMENCING IN ACCORDANCE WITH ASTMA380.
2 ALL DIMENSIONS ARE TO BE CHECKED ON SITE BEFORE WORK COMMENCES. FABRICATION 3 NUTS AND BOLTS SHALL COMPLY WITH ISO 3506 IDENTIFICATIONS OR , IF NOT SO
3 DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURAL DRAWINGS
3 UNLESS OTHERWISE NOTED THE SIZE OF THE FILLET WELDS SHALL BE 6 mm MARKED, SHALL BE PROVIDED WITH MILL OR NATA CERTIFIED TESTS RESULTS
4 THE FOUNDATION MATERIAL TO BE CHECKED BY GEOTECHNICAL ENGINEER CONFIRMING GRADE AND STRENGTH
4 ALL STEELWORK UNLESS OTHERWISE NOTED. SPECIFIED OR APPROVED. SHALL BE HOT
BEFORE THE POURING OF THE FOUNDATIONS IS COMMENCED.
DIPPED GALVANISED INCLUDING NUTS, BOLTS and WASHERS TO AS 1650 4 BOTH SHALL HAVE ROLLED THREADS THE NUTS AND WASHERS SHALL BE
5 THE FOUNDATION MATERIAL MUST BE CAPABLE OF WITHSTANDING A BEARING
5 STEELWORK ENCASED IN CONCRETE SHALL BE PAINTED WITH AN APPROVED HIGH BUILD ELECTROPOLISHED OR PASSIVATED IN A 20' TO 25' INTRIC ACID SOLUTION FOR
PRESSURE OF NOT LESS THAN 200 kPa 2-PART MARINE EPOXY A LEAST 30 MINUTES AT 40'C TO 60•C IN ACCORDANCE WITH ASTMA380
6 THE STRUCTURES HAVE BEEN DESIGNED TO CARRY THE FOLLOWING LIVE LOADS -
WITH 10 GAUGE (325 mm) BLACK WIRE AT 100 mm PITCH. 50 mm COVER 5 BOLTS SHALL BE TIGHTENED TO THE MANUFACTURER'S RECOMMENDED TORQUE USING A
BALCONYS 5.0 kPa INTERNAL AREAS 3.0 kPa 6 TIE STEEL FABRICATOR SHALL PROVIDE ALL BOLTS NECESSARY FOR THE ERECTION
7 THE STRUCTURES HAVE BEEN DESIGNED FOR THE FOLLOWING WIND LOADS - TORQUE WRENCH. NUTS SHALL BE LUBRICATED WITH A NICKEL BASED.
OF THE STEELWORK AND BOLT HOLES AND CLEATS NECESSARY FOR THE ERECTION
DESIGN GUST WIND SPEED (PERMISSIBLE STRESS METHOD( ANTI-SEIZE LUBRICANT SUBJECT TO THE APPROVAL OF THE SUPERINTENDENT
OF TIMBER WORK AS SHOWN. NOTED OR IMPLIED ON THESE DRAWINGS OR THE
OF SS METERS/SE( TERRAIN CATEGORY 2 ARCHITECT'S DRAWINGS AND SPECIFICATION
8 THE TIED-BACK CONTIGUOUS, PILED WALL SHALL BE DESIGNED AND CERTIFIED 7 BOLTS SHALL BE 316 STAINLESS STEEL INSULATED FROM MEMBERS ALUMINIUM NOTES
BY THE PILING CONTRACTOR'S RPED HIGH STRENGTH STRUCTURAL BOLTS SHALL BE
9 THE CONTRACTOR SHALL PROVIDE A COMPLETE MAINTENANCE SCHEDULE AND GRADE 8.8 COMMERCIAL BOLTS SHALL BE GRADE 46 1 ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS1664
WARRANTIES FOR THE PROJECT INCLUDING BUT NOT LIMITED TO..- 8 THE ROOF STRUCTURE HAS BEEN DESIGNED FOR NORMAL ROOF LOADS ONLY AND 2 ALUMINIUM SECTIONS SHALL COMPLY WITH AS1734, AS1866 DR AS1867
SURFACE TREATMENT OF PRECAST BEAMS AND PILES DOES NOT ALLOW FOR ANY EXTRANEOUS LOADS SUCH AS HOISTS, MONORAILS. ETC. 3 ALL WELDING SHALL COMPLY WITH AS1665
FLEXIBLE SEALANTS EXCEPT WHERE SHOWN ON DRAWINGS 4 ALL WELDING SHALL BE (ARMED OUT USING ARGON GAS SHIELDING
TIMBER PRESERVATIVES
PAINTED GALVANISED STEEL 9 WHEN SHOP SPLICES ARE NECESSARY IN BEAMS OR TRUSSES THE POSITION OF 5 ALUMINIUM EXTRUSIONS SHALL BE ALLOY 6D61T6
ALUMINIUM THE SPLICES SHALL BE APPROVED BY THE ENGINEER. SHOP SPLICES SHALL BE 6 PLATE IS TO BE ALLOY S083 H321
SURFACE SEALANTS OF STONEWORK AND GROUT
COMPLETE PENETRATION BUTT WELDS 7 TREAD PLATE IS TO BE ALLOY 5251 H34
K PROPRIETARY MORTARS AND GROUTS
8 BOLTS SHALL BE INSULATED FROM ALUMINIUM BY THE USE OF A 1mm
10 THE SET OUT OF STRUCTURAL MEMEBERS FOR THE PRE-CAST CONCRETE E11Y SMALL BE
ENTIRELY DEPENDENT N THE ACCURATE PLACEMENT OF THE PI PEES. WH(H MUST
ADDITIONAL STEELWORK NOTES SLEEVE ON THE BOLT SHANK AND 3mm THICK NYLON WASHERS
DETERMINE THE CENTRE LINE OF THE H.S. HEADSTOCK BEAMS. P1 PEES MUST BE PLACED UNDER BOLT HEAD AND NUT
ALL STEELWORK TO BE H.D. GALVANIZED AND APPROVED
WITHIN DNN OF THEIR DESIGNATED LOCATION. THE CONTRACTOR MUST CARRY OUT A EPOXY PAINTED AFTER FABRICATION - LINO
SURVEY OF THE AS CONSTRUCTED PILES AND ONLY THEN PROCEED WITH CONSTRUCTION D 19.1110 FOR APPROVAL
H.S. HEADSTOCK, 818 B2 BEARERS AND EB EDGE BEAMS.
ALL WELDS ARE TO BE 6mm CONTINUOUS FILLET
WELDS . UNLESS NOTED OTHERWISE
SEDIMENT / EROSION CONTROL C 17.1110 FOR APPROVAL
11 PROVIDE A FIE( SET OF AS-CONSTRUCTED DRAWINGS OF THE PROJECT, N(LUDNG ALL PILE ALL EXPOSED SITE WELDS ARE TO BE WIRE BRUSHED B 12.1110 PRELIMINARY ISSUE TO CONSULTANTS
AND TO HAVE ZINC STICK APPLIED AND EPOXY PAINT REFER TO THE ENVIRONMENTAL MANAGEMENT PLAN FOR ADDITIONAL REQUIREMENTS.
LOCATIONS, DEPTHS, LOCATION AND LENGTH Of TIE BACK ANCHORS, (ROUND BEAMS. JETTY ALL SHS AND CHS TO BE 3SO MPa GRADE STEEL A 28.10.10 PRELIMINARY ISSUE TO ARCHITECT
SET OUT, CONCRETE WALL ETC. ALL AREAS SUBJECT TO FILLING TO BE TOPSOILED AND GRASS-SEEDED AS DIRECTED BY THE
ENGINEER UPON COMPLETION OF EARTHWORKS m„
D ALL WORKS ARE TO BE CARRIED OUT N ACCORDANCE WON THE APPROVED ENVIRONMENTAL I 'll-,"',
MANAGEMENT PLAN. I EMP I TIMBER SEDIMENT FENCES/FILTER DAMS SHALL BE ERECTED AS DIRECTED BY THE ENGINEER UPON
COMMENCEMENT OF EARTHWORKS AND SHALL BE MAINTAINED UNTIL GRASS COVER IS
1 ALL THE WORK IN STRUCTURAL TIMBER IS TO BE EXECUTED IN ACCORDANCE WITH
ESTABLISHED TO THE SATISFACTION OF THE ENGINEER SEDIMENT FENCES SHALL BE APPROVED
DESIGN LOADING CRITERIA THE CURRENT EDITION OF - AS 1684 - NATIONAL TIMBER FRAMING CODE
AS 1720 - SAA TIMBER STRUCTURES CODE
SILT FENCE MESH ANCHORED BY STAR PICKETS AT MAXIMUM 20M CENTRES PROPOSED RESIDENCE
AS 1328 - GLUED LAMINATED STRUCTURAL TIMBER MESH COVERS SHALL BE PLACED OVER FIELD INLETS PIT GRATES AND APPROVED AGGREGATE
RAMPS, DRIVEWAYS, DECKS WINCH CAN POSSIBLY BE ACCESSED BY LIGHT IMAINTENAN(EI VEHICLES,
S kfa DISTRIBUTED , 13 IN PONT LOAD. 2 THE TIMBER USED MUST BELONG TO STRESS GRADE F17 IUNLESS NOTED OTHERWISE) FILLED FILTER BLOCKS SHALL BE PLACED IN ALL SIDE-ENTRY PIT INLETS AND MAINTAINED IN LOT 1
PEDESTRIAN BARRIERS 1.S kN/m IIORQ 0.75 kN/m VERTICAL. AS GIVEN IN THE CURRENT EDITION OF THE TIMBER ENGINEERING CODE POSITION TO PREVENT SILT ENTRY TO DRAINAGE SYSTEMS UNTIL REMOVAL IS APPROVED BY
RETAINING STRICTURES. AS PER SOIL INVESTIGATION RECOMMENDATIONS. INMIDM LATERAL SON.
3 ALL NUTS. BOLTS, WASHERS AND FRAMING ANCHORS TO BE 316 STAINLESS STEEL THE ENGINEER 71 SEAVIEW TERRACE
FIX ALL FRAMING ANCHORS WITH STAINLESS STEEL NAILS AT THE COMPLETION OF THE FILLING TO WITHIN 100MM OF THE FINISHED SURFACE LEVEL, A
PRESSURE CALCULATED USING HORIZONTAL BACKFILL Ko : 0.5 SLOPE BACKFILL Ko : 0.9
SOIL DENSITY 18 AN/m3. INCLUDE HORIZONTAL FORCES FROM 4 THE CONTRACTOR IS FINALLY TO TIGHTEN ALL BOLTS BEFORE HANDING OVER THE LAYER OF TOPSOIL IS TO BE SPREAD OVER THE WHOLE OF THE EXPOSED EARTHWORKS AND SUNSHINE BEACH
JOB FOR 12 AND 16mm BOLTS THE BOLT IDLES ARE TO BE 2mm OVER SIZE FOR LIGHTLY COMPACTED AND TRIMMED TO THE FINISHED SURFACE LEVEL AND GRASSED BY
LIVE LOAD SURCHARGE . Ka.
CONSTRUCTION LOADS AS CALCIATED. 20mm BOLTS THE BOLT HOLES ARE 70 BE 3mm OVER SIZE SEEDING AS DIRECTED. for A. SLINGER
5 ALL TIMBER TO BE DURABILITY CLASS 1 AND TREATED TO HS
FOLLOWING SEEDING THE SURFACE IS TO BE LIGHTLY HARROWED OR CULTIVATED TO IMBED THE
6 INJECT LANOTEC GREASE INTO ALL BOLT HOLES-
SEED IN THE SOIL THE CONTRACTOR IS TO MAINTAIN THE GRASSED AREAS SO THAT AT THE
SLIP RATING 7. ALL PRESERVATIVE TREATMENTS FOR TIMBER MUST BE COMPLETION OF THE MAINTENANCE PERIOD AT LEAST 7S 7. OF EACH 4 SQUARE METRES HAS
IN ACCORDANCE WITH AS1604. A DENSE LIVING COVER
8. COAT ALL S/S BOLTS. NUTS 8 WASHERS & FRAMING ANCHORS
WITH DENSE LANOTEC GREASE. SEDIMENTATION CONTROLS SHALL COMPLY WITH REQUIREMENTS OF "SOIL EROSION AND SEDIMENT
9. TIMBER DECKING TO BE F17 KD. HWD 140 a SO CONTROL" - IE AUST ENGINEERING FOR QUEENSLAND MCU WORKS
TEMPORARY WORKS DURABILITY (LASS 1 TREATED TO H5 FIXED WITH S/STEEL SCREWS.
1. THE CONTRACTOR B RESPONSIBLE FOR THE DESIGN CERTFKATD.N AND APPROVALS OF ALL TEMPORARY ALL TIMBER FRAMING TO BE F17 E.G. HARDWOOD, PROTECTION OF TREES GENERAL NOTES
STRUTTINGS. PROPPING. TK BACKS. EXCAVATION SHORING, PROTECTION WORKS. CONTIGUOUS PILING. ETC.
NECESSARY TO CARRY OUT THE WORKS. EARTHWORKS NOTES 1. ALL EXISTING NATURAL VEGETATION THAT WILL BE RETAINED, IS TO BE PROTECTED. THE AREA NMEDATELY
2. ALL TEMPORARY WORKS SMALL BE DESIGNED STRICTLY N ACCORDANCE WITH THE RELEVANT AUSTRALIAN BENEATH THEIR CAMOPES SHOULD BE DECLARED A 'TREE PROTECTION ZONE' AND SHOULD BE FENCED
STANDARDS AND LOCAL BY-LAWS TO WITHSTAND ALL EXPECTED AND SPECFIED LOADINGS AS SET OUT IN
OFF AND APPROPRIATED SIOAG ERECTED FOR THE DURATION OF THE SIRE DEVELOPMENT AND
1 SOILS CONTAINING ORGANIC MATTER ARE TO BE STRIPPED FROM THE CONSTRUTIO .
THE CODES. SITE. THIS MATERIAL IS NOT SUITABLE FOR USE AS FILL ON THIS SITE. 2. REMOVAL OF TREE STUNS N (LOSE PROXPITY TO THE ROOT ZONES OF THE TREES TO BE RETAINED
3. Tit CONTRACTOR'S ATTENTION IS DRAWN TO THE (LOSE PR0KIOTY OF ADJACENT BUILDINGS AND MUST BE DOME N A MAKER THAT WILL NOT NEGATIVELY IMPACT THE ROOT SYSTEM OF THE TREE BEING architect
THE NEED TO TAKE PARTICULAR CARE TO PROTECT THESE. 2 THE WHOLE OF BOTH TOILET BLOCK SITES, IS TO BE PROOF ROLLED
RETAINED. ON NO ACCOUNT SHOULD ANY ATTEMPT BE MADE TO EXCAVATE TREE STUMPS TO AVOID
4. THE CONTRACTOR MIST PROVIDE A FULL AND COMPREHENSIVE WINK SCHEDULE PROGRAMME AND
AND ANY UNSUITABLE GROUND , AS DIRECTED BY THE ENGINEER , IS
TO BE EXCAVATED AND REMOVED FROM SITE. THIS MATERIAL IS TO BE
DAMAGE TO NTERTWRDNG ROOTS Of THE TREES TO BE RETAINED. gavin maddock
CONSTRUCTION SITE MAN, INCLUDING ALL MEANS OF ACCESS. TEMPORARY DRAINAGE. PROTECTIVE FENCING, 3. THE AREA BENEATH THE CANOPIES O TREES TO BE RETAINED SHALL BE COVERED WITH A NNN
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BARRIERS, BOARONGS, AND SIGNAGE. REPLACED WITH IMPORTED APPROVED FILL. LAYER OF BARK MACH MATERIALS TO REDUCE SOIL MOISTURE LOSS. CONTROL WEED GROWTH AND TO
15 5455 9727 161 754553327
REDUCE 508. COMPACTION.
S. THE CONTRACTOR MUST PROVIDE A FILL SAFETY PLAN, INCLUDING EMERGENCY AND FIRST-AD 3 IMPORTED APPROVED FILL TO HAVE A MIN. (BR SPECIFICATION OF 15% 4. ANY PRUNING OF CANOPY BRANCHES SHOULD ONLY BE UNDERTAKEN BY AN APPROVED ARBORIST.
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PROCEDURES. MAX. STONE SIZE OF 100mm , MAX. PLASTICITY INDEX OF 20% AND
S. ON NO ACCOUNT SHOULD FERTILISER, HERBICIDE TREATMENTS OR SOIL LEVEL CHANGES BE PERMITTED
6. O IS PROHIBITED TO ALLOW ANY MATERIALS, RUBBISH. SOLS, WASTE. (IEHKALS, SEDIMENT, MAX. LINEAR SHRINKAGE OF 10%. THIS FILL IS TO BE PLACED IN MAX. CLOSE TO OR BENEATH THE (ANDPES OF THE TREES.
ETC. TO FALL ONTO THE BEACH TIDAL ZONE DR SEAWATER. ANY EXCESS SOILS. SEDIMENT. 200mm LAYERS AND COMPACTED TO .... 6. ALL CONTRACTORS SHOULD BE ADVISED OF THE PROTECTED AND VALUED NATURE OF THE TREES
CONSTRUCTION RUBBISH ETC. ON SITE MUST BE SUITABLY (NTANO, TO AVOID R BEND ACCIDENTLY WASHED OR AND THAT NO MACHINERY. EQUIPMENT. FUEL. CONSTRUCTION MATERIALS, SHEDS ET(. SHOULD BE
BLOWN ONTO THE BEACH. OR INTO THE NATURAL VEGETATION ON THE LOWER PART OF THE SITE AND COHESIONLESS SOILS - DENSITY INDEX NOT LESS THAN 70% PERMITTED TO BE PARKED OR STORED BENEATH THE CANOPY OF THE TREES.
NATIONAL PARK. I AS 1289 TEST 5.6.1 I 7. ON NO ACCOUNT SHOULD WASTE CONSTRUCTION MATERIALS NLLONGi FILL AND PARTICULARLY
WATER/WASHINGS FROM MACHINERY OR FROM CONCRETE CONSTRUCTIONS ETC. BE PERMITTED TO BE
TODCONSULTING
SOILS CONTAINING CLAY - DENSITY RATIO NOT LESS THAN 98%
DISPOSED WITHIN THE ROOT ZONE O THE TREES.
SERVICES RELOCATION OR SILT FINES STANDARD I AS 1289 TEST 5.1.1 I 8. COMPLETE TREE REMOVAL OR REDESIGN IS REQUIRED F ROOT PRUNING ACTIVITES WILL BE TOO ENGINEERS
1 THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL NGROND SERVICES AID CO.ODNATE WITH THE SEVERE TO MAINTAIN THE TREES STRUCTURAL INTEGRITY (SEVERITY DEPENDS OF ROOT DIAMETER,
4 COMPACTION TESTING OF FILL LAYERS IS TO BE CARRIED OUT TRUNK DIAMETER AND DISTANCE FROM TRUNK(.
RELEVANT UTILITY AUTHORITY F AND WHERE THEY NEED TO BE RELOCATED AND/OR ESPECIALLY
TO LEVEL 1 SUPERVISION STANDARD AS PER AS 3789-1990. 9. ON NO ACCOUNT SHOULD ANY EXCAVATIONS FOR THE INSTALLATION FOR THE SERVICES BE MADE STRUCTURAL CEVEL
PROTECTED DURING CONSTRUCTION.
5 THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING CLOSER THAN 3 METRES FROM THE BASE/TRUNK OF THE TREES AND ALL EXCAVATIONS WITHIN 3M
2 METHODS OF RELOCATION AND/OR PROTECTION MEASURES SHALL BE APPROVED BY THE RELEVANT EACH SIDE OF THE TREE SHOULD BE GRIMED OUT WITH CLOSE SUPERVISION OF THE APPROVED ARBORIST.
UTILITY AUTHORITY PRIOR TO COMMENCEMENT O THE WORKS. SERVICES BEFORE COMMENCEMENT OF WORK ON SITE. N. NO ROOTS IN EXCESS OF S@N ARE TO BE SEVERED WITHOUT ADVISE FROM THE APPROVED ARBORIST. TOD CONSULTING PTY. LTD.
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6 THE CONTRACTOR IS TO PROVIDE COMPACTION TEST RESULTS TO THE N ALL CIRCUMSTANCES WHERE SEVERN OF TREE ROOTS IN EXCESS OF SNN IN DIAMETER HAS OCCURRED 20 nary vu.I Na^O
DILAPIDATION REPORT THE URGENT ATTENTION O THE APPROVED ARBORIST WILL BE REQUIRED FOR THE TREATMENT AND ORESSNG 2 G 6m61, .-dl. 01D 0 1566
ENGINEER. THE COST OF THIS TESTING IS TO BE PAID BY THE CONTRACTOR. Gaon 1071 5449 9600 F.. 1071 5446 9,;,
OF ROOT WOUNDS
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THE CONTRACTOR SHAH CARRY OUT A DETAILED DILAPIDATION I EXISTING CONDITION I REPORT ON THE 11. WHERE POSSIBLE CAREFUL EXPLORATORY TRENCHING IBY HAND OR WATER ETI SHALL BE CARRIED W.6 .„r lod(tl,IWI.OIOn
ADJACENT LOTS 5 AND 6 TO THE WEST, AND LOT 2 ON THE SOUTH BOUNDARY. N CONSULTATION WITH REPLACEMENT OF UNSUITABLE MATERIAL OUT TO A DEPTH OF S00M1 TO DETERMINE F LARGE ROOTS ARE PRESENT. SHOULD LARGE ROOTS BE
TOO CONSULTING ENGINEERS. SUBMIT 3 COPES OF TIE REPORT TO THE SUPERNTENDANT PRIOR TO ENCONTEREO THEY SHOULD BE BROUGHT TO THE ATTENTION O THE CITY ARBONST.
COMMENCEMENT OF ANY PILING OPERATIONS. AS THERE IS A REASONABLE CHANCE OF EXPOSING VOIDS AND LOOSE MATERIALS ON THIS SITE, 12. WHERE UNDERGROUND SERVICES ARE TO BE INSTALLED WITHIN THE ROOT ZONE OF A TREE,
THE CONTRACTOR SHALL INCLUDE AN ALLOWANCE TO - EXPLORATORY TRENCHING SHOULD BE GRIMED OUT. N ALL INSTANCES WHERE A NUMBER OF LARGE axle
t REMOVE UP TO SO m1 OF EXISTING UNSUITABLE MATERIAL, AND REPLACE WITH COMPACTED ROOTS ARE ENCOUNTERED THESE SHOULD BE LEFT INTACT AND ANY SERVICES ETC INSTALLED BY B. GEORGE K. CAPPER OCT 2010
GRANULAR MATERIAL TUNELLNG BENEATH THE ROOT MASS. IN. ,d (We.ed Snare
2. PRESSURE GROUT LOCALLY 20 m' OF 2OmPa CEMENT SAND GROUT. 13. EXCAVATIONS SHALL BE EXECUTED WITH EXTREME CARE, ANY LARGE ROOTS THAT MAY BE H. GRAY S. PRYSTUPA
3. EXCAVATE 50 m' OF UNSUITABLE MATERIAL AND BACKFILL WITH NO-FINES CONCRETE. ENCOUNTERED SHALL BE LEFT INTACT, KEPT MOIST, COVERED WITH HESSIAN OR 5MAR MATERIALS TO 4N , N. ap,,.ed kIN
PREVENT DRYING AND LEFT FOR THE URGENT ATTENTION AND TREATMENT BY THE ARBOOST. 1 AND
4. REMOVE AND RECOMPACT SO m' LOCALISED AREAS OF EXISTING APPROVED UICOMPAC000
14. THE APPROVED ARBORIST IS TO BE ADVISED PRIOR 10 THE BACKYILLNG O THE SERVICE TRENCHES
MATERIAL.
ALL THE ABOVE AS APPROVED AND ORE(TEO BY THE SUPERINTENDENT,
SO THAT PHOTOGRAPHIC RECORDS CAN BE TAKEN. 09578 P1 A'B ('D
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