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2008/0169 Response to information request - 71 Seaview Tce Sunshine Beach · 132008.169
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GENERAL NOTES STEELWORK STAINLESS STEEL
1 THESE DRAWINGS ARE TO BE READ N CONJUNCTION WITH THE ARCHITECT'S 1 ALL STEELWORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION I GRADE
AND LANDSCAPE ARCHITECT'S DRAWINGS AND THE SPECIFICATION OF AS 4100 - SAA STEEL STRUCTURES ALL BOLTS SHALL BE GRADE 336 TUNS S31600) AA-70
ANY DISCREPANCY TO BE REFERRED TO THE ENGINEER N WRITING AS 1554 - SAA STRUCTURAL STEEL WELDING NUTS SHALL BE DUPLEX 220S GRADE IONS S318031
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 (UNS S316001, ELECTROPOLISHED OR PASSIVATED IN A
DIMENSIONS AND CLEARANCES 2 TWO COPIES OF SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER AND 207. TO 25% NITRIC ACID SOLUTION FOR AT LEAST 30 MINUTES AT 40'C TO 60'C
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 MARKED, SHALL BE PROVIDED WITH MILL OR NATA CERTIFIED TESTS RESULTS
3 UNLESS OTHERWISE NOTED THE SIZE OF THE FILLET WELDS SHALL BE 6 mm
4 THE FOUNDATION MATERIAL TO BE CHECKED BY GEOTECMNI(AL ENGINEER CONFIRMING GRADE AND STRENGTH
A. 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
S THE FOUNDATION MATERIAL MUST BE CAPABLE OF WITHSTANDING A BEARING
S 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 APa 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 (3.25 mm) BLACK WIRE AT 100 mm PITCH. 50 mm (OVER
BALCONYS S.0 We INTERNAL AREAS 3.0 APa S BOLTS SHALL BE TIGHTENED TO THE MANUFACTURER'S RECOMMENDED TORQUE USING A
6 THE 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 55 MITERS/SE( TERRAIN (ATEGORY 2
ARCHITECT'S DRAWINGS AND SPECIFICATION
B 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 08 COMMERCIAL BOLTS SMALL BE GRADE 46 I 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 ALUIIIIM SECTIONS SHALL (O PtY WITH A51734. ASR66 OR ASiS67
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 MARRED OUT USING ARGON GAS SHIELDING
TIMBER PRESERVATIVES
PAINTED GALVANISED STEEL 9 WHEN SHOP SPLICES ARE NECESSARY N BEAMS OR TRUSSES THE POSITION OF S ALUMINIUM EXTRUSIONS SHALL BE ALLOY 606IT6
ALUMINIUM THE SPLICES SHALL BE APPROVED BY THE ENGINEER SHOP SPLICES SMALL BE 6 PLATE IS TO BE ALLOY 5003 H321
SURFACE SEALANTS OF STONEWORK AND GROUT
a PROPRIETARY MORTARS AND GROUTS COMPLETE PENETRATION BUTT WELDS T TREAD PLATE IS TO BE ALLOY 52510134
8 BOLTS SHALL BE INSULATED FROM ALU*IUM BY THE USE OF A 1mm
TO THE SET OUT OF STRUCTURAL PEMEBERS FOR THE PRE-(AST (NLRETE £TTY SHALL BE
ENTIRELY DEPENDENT ON THE ACCURATE PLACEMENT OF THE P1 PILES, WNEH MUST ADDITIONAL STEELWORK NOTES SLEEVE ON THE BOLT SHANK AND 3mm THICK NYLON WASHERS
DETERMINE THE (EMIR[ LINE OF THE H.S. HEADSTOCK BEAMS. M PUS MKT BE PLACED UNDER BOLT HEAD AND NUT
ALL STEELWORK TO BE HO GALVANIZED AND APPROVED
WITHIN 100MI OF THEN DESIGNATED LOCATION. Tit (NTRACTOM MUST (ANY OUT A EPOXY PAINTED AFTER FABRICATION - ONO
SLIMY OF THE AS (ON6TRUCTED PLES AND ONLY THEN PROCEED WITH CONSTRUCTION D 19.11.10 FOR APPROVAL
K.S. HEADSTOCK. 814 82 BEARERS AND (8 EDGE BEAMS.
ALL WELDS ARE TO BE 6mm CONTINUOUS FILLET
WELDS . UNLESS NOTED OTHERWISE
SEDIMENT / EROSION CONTROL C 17.11.10 FOR APPROVAL
11 PROVIDE A FULL SET Of AS-(a61RU(TED ORAWBDS OF THE PROJECT. INIELUOING ALL PILE ALL EXPOSED SITE WELDS ARE TO BE WIRE BRUSHED
REFER TO THE ENVIRONMENTAL MANAGEMENT PLAN FOR ADDITIONAL REQUIREMENTS B 12.11.10 PRELIMINARY ISSUE TO CONSULTANTS
AND TO HAVE ZINC STICK APPLIED AND EPOXY PAINT
LOCATIONS. DEPTHS, LOCATION AND LENGTH OF TIE BACK ANCHORS. GROW BEAMS, ITTY ALL SHS AND CHS TO BE 350 MPa GRADE STEEL A 20.10.10 PRELBwIARY ISSUE 10 ARCHITECT
SET OUT. CONCRETE WALL ETC. ALL AREAS SUBJECT TO FILLING TO BE TOPSOILED AND GRASS-SEEDED AS DIRECTED BY THE
ENINEER UPON COMPLETION OF EARTHWORKS m,..rw.e
12 ALL WORKS ARE TO BE CARRIED OUT N ACCOOAN(E WITH THE APPROVED ENVNOIBENTAL L- 1 -
MANAGEMENT MAN. I EIP 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
I 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 1604 • NATIONAL TIMBER FRAMING CODE
SILT FENCE MESH ANCHORED BY STAR PICKETS AT MAXIMUM 20M CENTRES PROPOSED RESIDENCE
AS 1720 • SAA TIMBER STRUCTURES CODE
RAMPS. DRIVEWAYS. DECKS WENCH CAN POSSIBLY BE ACCESSED BY LIGHT NANTENAN(EI VEHICLES. AS 1328 - GLUED LAMINATED STRUCTURAL TIMBER MESH COVERS SHALL BE PLACED OVER FIELD INLETS PIT GRATES AND APPROVED AGGREGATE
S kPa DISTRIBUTED D kN PONE LOAD. 2 THE TIMBER USED MUST BELONG TO STRESS GRADE F17 (UNLESS NOTED OTHERWISE) FILLED FILTER BLOCKS SHALL BE PLACED IN ALL SIDE-ENTRY PIT INLETS AND MAINTAINED IN LOT 1
PEDESTRIAN BARRIERS: 15 kN/m HONZ 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 STRUCTURES. AS PER SOIL INVESTIGATION RECDMENDAIKK. MNMJM LATERAL SOIL
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 BA(KFLL Co : 0.S SLOPE BA(OILL No : 0.9
SOIL DENSITY 18 kN/n3. 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
LIVE LOAD SURCHARGE x On. JOB FOR 12 AND 16mm BOLTS THE BOLT HOLES ARE TO BE 2mm OVER SIZE FOR LIGHTLY COMPACTED AND TRIMMED TO THE FINISHED SURFACE LEVEL AND GRASSED BY
CONSTRUCTION LOADS AS CALCULATED.
S
20mm BOLTS THE BOLT HOLES ARE TO BE 3mm OVER SIZE
ALL TIMBER TO BE DURABILITY CLASS I AND TREATED TO HS
SEEDING AS DIRECTED for A. SLINGER
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 75 V. OF EACH 4 SQUARE METRES HAS
IN ACCORDANCE WITH AS1604. A DENSE LIVING COVER
I. SLIP RATING ON ANY ACCESSIBLE HORIZONTAL S'OFACE TO BE V TO AS AS06 B. COAT ALL S/S BOLTS. NUTS 0 WASHERS 6 FRAMING ANCHORS
WITH DENSE LANOTEC GREASE. SEDIMENTATION CONTROLS SHALL COMPLY WITH REQUIREMENTS OF "SOIL EROSION AND SEDIMENT
TEMPORARY WORKS 9. TIMBER DECKING TO BE F17 NO. HWO 140 a SO CONTROL" - IE AUST ENGINEERING FOR QUEENSLAND MCU WORKS
DURABILITY CLASS I TREATED TO HS FIXED WITH S/STEEL SCREWS.
1. THE CONTRACTOR IS RESPONSIBLE FOR IM DESIGN CERTIFICATION AND APPROVALS OF ALL TEMPORARY ALL TIMBER FRAMING TO BE F17 K.D. HARDWOOD. PROTECTION OF TREES GENERAL NOTES
STRUTTIGS, PROPPING. It BACKS, EXCAVATION SIDAIG. PROTECTION WORKS. (ONTO US PILING. EI(.
NECESSARY TO CARRY OUT THE WORKS. EARTHWORKS NOTES L ALL EX67K NATURAL VEGETATION THAT WILL BE 0E1ABE0, K 10 BE PROTECTED. 1NE AREA !IMMEDIATELY
2. ALL TEMPORARY WORKS SHALL BE DESIGNED STRICTLY N ACCORDANCE WITH THE RELEVANT AUSTRALIAN BENEATH THEN CANOKS SHOLO BE DECLARED A 'TREE PROTECTION ZONE ' AND SNOLLD BE FENCED
STANDARDS AND LOCAL BY-LAWS TO WITHSTAND ALL EXPECTED AND SPECIFIED LOADINGS AS SET OUT IN OFT AND APPROPRIATED SKRAQ ERECTED FOR THE DURATION OF THE SITE DEVELOPMENT AND
1 SOILS CONTAINING ORGANIC MATTER ARE TO BE STRIPPED FROM THE
It[ CODES. CONSTRUCTION.
SITE. THIS MATERIAL IS NOT SUITABLE FOR USE AS FILL ON THIS SITE. 2. REMOVAL OF TREE STUMPS N (LOSE PROXIMITY TO EM ROOT ZONES OF THE TREES TO BE RETAINED
3. RE CONTRACTOR'S ATTENTION 6 DRAWN TO THE CLOSE PROXMTY OF ADJACENT BULOIFS AND MUST BE DONE N A MANNER THAI WILL NOT NEGATMLY IPACI THE ROOT SYSTEM OF TM TREE BEING
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THE NEED TO TAKE PARTICULAR CARE TO PROTECT THESE. 2 THE WHOLE OF BOTH TOLET BLOCK SITES. IS TO BE PROOF ROLLED
RETAINED. ON NO A((OUNT SHOULD ANY ATTEMPT N MADE TO EXCAVATE TREE STOPS TO AVOID
4. THE CONTRACTOR MUST PROVOS A FULL AND (OPREHENSM WORK S(HEDULE 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 NTERTWIIRG ROOTS O THE TREES TO BE RETAINED. gavin maddock
CONSTRUCION SITE PLAN. INCLUDING ALL MEANS OF ACCESS. TEMPORARY DRAINAGE. PROTECTIVE FENCING, 3. THE AREA BENEATH THE CANIPES O TREES TO BE REMAND SHALL BE COVERED WITH A INMM
BARRIERS, BOARD[ GS. AND SGNASE. REPLACED WITH IMPORTED APPROVED FILL. LAYER OF BARK MUCH MATERIALS TO REDUCE SOIL MOISTURE LOSS, CONTROL WEED GROWTH AND TO
REDUCE SOL COMPACTION.
S THE CONTRACTOR MGT PROVIDE A HEAL SAFETY PLAN. N(LLO IG EMERGENCY AND FIRST-AD 3 IMPORTED APPROVED FILL TO HAVE A MN. CBR SPECIFICATION Of 1S% 4. ANY PRUNING OF CANOPY BRANCHES SHOULD ONLY BE UNDERTAKEN BY AN APPROVED ARBOB6T.
PROCEDURES. MAX. STONE SIZE OF 100mm , MAX. PLASTICITY INDEX OF 20% AND
S. ON NO ACCOUNT SHOULD FERTILISER, HERBICIDE TREATMENTS OR SOL LEVEL CHANGES BE PERMITTED
6. 11 IS PROIBITED TO ALLOW ANY MATERIALS. RUBBISH. SOLS. WASTE, (MM ALS. SEDIMENT. MAX. LINEAR SHRINKAGE OF 10%. THIS FILL IS TO BE PLACED IN MAX. (LOSE 10 DR BENEATH THE CANOPIES O THE TREES.
ETC. TO FALL ONTO THE BEACH TIDAL ZONE OR SEAWATER. ANY EXCESS SOILS, SEOPIENT, 200mm LAYERS AND COMPACTED TO ,.., 6. ALL CONTRACTORS SHOULD BE ADVISED OF THE PROTECTED AND VALUED NATURE O THE TREES
CONS1RUCTIDN RUBBISH ETC. ON SITE MUST BE SUITABLY (MANED, TO AVOID IT BONG A((KNiLY WASHED OR AND THAT NO MACHINERY, EQUIPMENT, FUEL, CONSTRUCTION MATERIALS, SHEDS ETC. 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 10% PERMITTED TO BE PARKED DR STORED BENEATH THE CANOPY OF THE TREES.
NATIONAL PARK. ( AS 1289 TEST 5.6.1 I 7. ON NO ACCOUNT SHOULD WASTE CONSTRUCTION MATERIALS INCLUDING FILL AND PARTICULARLY
WATER/WASHINGS FROM MACHINERY OR FROM CONCRETE CONSTRUCTIONS ETC. BE PERMITTED TO BE
TODCONSULTIN
SOILS CONTAINING (LAY - DENSITY RATIO NOT LESS THAN 98%
SERVICES RELOCATION OR SILT FINES STANDARD I AS 1289 TEST 5.1.1 I
DISPOSED WITIIN THE ROOT ZONE OF THE TREES.
8. COMPLETE TREE REMOVAL OR REDESIGN IS REQUIRED E ROOT PRUNING ACTIVITIES WILL BE 100 ENGINEERS
I THE CONTRACTOR SHALL LOCATE AND IONIFY ALL RIGROUED SERVICES AMU CO-ORDINATE 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 TRINE( DIAMETER AID DISTANCE FROM TRI6NI.
RELEVANT UTILITY AUTHORITY IF 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 CIVIL
PROTECTED DURING CONSTRUCTION,
S CLOSER THAN 3 MIRES FROM THE BASE/TRUNK O THE TREES AND ALL EXCAVATIONS WITHIN 3M
2 METHODS OF RELOCATION AND/OR PROTECTION MEASURES SHALL BE APPROVED BY THE RELEVANT THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING
EACH SIDE O THE TREE SEDUM BE CARRIED OUT WITH (LOSE SUPERVISION O THE APPROVED ARBORIST.
UTILITY AUTHORITY PRIOR TO COMMENCEMENT OF THE WORKS, SERVICES BEFORE COMMENCEMENT OF WORK ON SITE. N. NO ROOTS N EXCESS OF SHIM ARE TO BE SEVERED WITHOUT ADVISE FROM THE APPROVED ARBORIT. TOO CONSULTING PTY. LTD.
AY WIN US MY
6 THE CONTRACTOR IS TO PROVIDE COMPACTION TEST RESULTS TO THE N ALL CIRCUMSTANCES WHERE SEVERING O TREE ROOTS N EXCESS O 56111 N OAHETER HAS OCCURRED - ^uI Noom.ne
DILAPIDATION REPORT ENGINEER. THE COST OF THIS TESTING IS TO BE PAIR BY THE CONTRACTOR,
THE URGENT ATTENTION OF THE APPROVED ARBOIST WILL BE REQUIRED FOR TM TREATMENT AND DRESSING
O ROOT WORDS.
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9100 I0. mP] jl."^• :;it
THE CONTRACTOR SHALL CARRY OUT A OTALED DILAPIDATION I EXISTING CONDITION I REPORT ON THE It WHERE POSSIBLE CAREFUL EXPLORATORY TRENCHING GY HAND OR WATER IT) SHALL BE MARRED
ADJACENT LOTS S AND 6 TO THE WEST, AND LOT 2 ON THE SOUTH BOUNDARY. N (MUTATION WITH REPLACEMENT OF UNSUITABLE MATERIAL OUT TO A DEPTH OF 56@61 TO DETERMINE F LARGE ROOTS ARE PRESENT. SHOULD LARGE ROOTS BE
TOO CONSULTING ENGINEERS. SUBMIT 3 COPIES O THE REPORT 70 THE SUPERNRNDANT PRIOR TO ENCOUNTERED THEY SHOULD BE BROUGHT TO THE ATTENTION O IM (ITT ARBORST.
COMMENCEMENT OF ANY PILING OPERATORS. AS THERE 6 A REASONABLE (RANEE O EXPOSING VOIDS AMD LOOSE MATERIALS ON THIS SITE. 0. WHERE UNDERGROUND SERVES ARE 10 BE 16TALLED WITHIN iHE ROOT ZINC OF A TREE.
THE CONTRACTOR SHALL INCLUDE AN ALLOWANCE TO - EXPLORATORY TREMIPG SHAD BE TARRED OUT. N ALL I6IAMES HERE A NUMBER O LARGE ••v
L REMOVE UP TO 50 m' O EXISTING UNSUITABLE MATERIAL, AND REPLACE MTN COMPACTED ROOTS ARE ENCOUNTERED THESE SHOULD BE LEFT NTACT AND ANY SERVICES ETC INSTALLED By B. GEORGE K. CAPPER OCT 2010
GRANULAR MATERIAL. TIJIELLIG BENEATH THE ROOT MASS.
TO, EXCAVATIONS SHALL BE EXECUTED WITH EXTREME (ARE. ANY LARGE ROOTS THAT MAY BE H. GRAY S. PRYSTLIPA
2. PRESSURE GROUT LOCALLY 20 m' O 20mPo (EKNT SAND (ROUT.
3. EXCAVATE 50 m' OF UNSUITABLE MATERIAL AND BACXFLL WITH ND-FITS CONCRETE. ENCOUNTERED SHALL BE LEFT NTACT, KEPT FOIST, COVERED WITH HESSIAN OR SIMILAR MATERIALS TO
PREVENT DRYING AND LEFT FOR THE URGENT ATTENTION AND TREATMENT BY THE ARBORISi. •. I 9 AHD
4. REMOVE AND RECOMPACT SO r' LOCALISED AREAS OF EXISTING APPROVED IJMOiACTED 11
14. THE APPROVED AR ORIST IS TO BE ADVISED PRIOR TO THE BACKFLLIG O THE SERVICE TRENCHES
MATERIAL.
ALL THE ABOVE AS APPROVED AND DIRECTED BY THE SPi^A'EVENI
SO THAT PMOTOURAPI RECORDS CAN 61 TAKEN 09578 Pi A i E D
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