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2008/0169 Response to information request - 71 Seaview Tce Sunshine Beach · 132008.169
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0 19.11.10 FOR APPROVAL
C 17.11.10 FOR APPROVAL
B 12.11.10 PRELIMINARY ISSUE TO CONSULTANTS
A 28.10.10 PRELIMINARY ISSUE TO ARCHITECT
Carr Ora.ry Anare
PROPOSED RESIDENCE
LOT 1
71 SEAVIEW TERRACE
SUNSHINE BEACH
SITE CONSTRUCTION PROCEDURES for A. SLINGER
1. CAR PARKING, BULK MATERIAL STORAGE ON SITE N INITIAL SET UP
PHASE. AS PER TEMPORARY ACCESS PLAN,
2. COMPLETE EXISTING CONDITION I DILAPIDATION I SURVEYS ON ADJACENT
3.
PROPERTIES
ESTABLISH SURVEY POINTS ACROSS ENTIRE SITE TO MONITOR ANY
MCU WORKS
4.
SURFACE MOVEMENTS THROUGHOUT CONSTRUCTION PHASE
ESTABLISH EXTENDED TEMPORARY CONCRETE PAVED VEHICLE TURN AROUND ON SITE
LOCALITY PLAN
USING TEMPORARY SCREW PILE AND SLEEPER WALLS ITIED-BACKI. SAND-FLLEO
GEOFABRI(, OR GABION MATTRESSES AT SOUTH-WEST CORNER OF SITE
DRAWING SCHEDULE
S. DESIGN AND CONSTRUCT TEMPORARY ACCESS PLATFORMS FOR CFA PILING
RIG AND PROCEED TO BUILD THE PERMANENT WORKS AS PER DIAGRAMMATIC DRAWING SCHEDULE
CONSTRUCTION STAGES 1-4. INSTALL EROSION CONTROL FENCES.
6. PROTECT ALL VEGETATION AS PER ENVIRONMENTAL PLAN
09578-P1 MCU WORKS
7. ALL CONCENTRATED STORMWATER MUST BE DISPOSED OF VIA APPROVED
GENERAL NOTES architect
STORMWATER DISCHARGE SYSTEM AT ALL STAGES OF CONSTRUCTION
B. ALL TEMPORARY ACCESS TRACKS MUST BE CONSTRUCTED ON ISO GRAVEL
LAD OVER GEOFABRIC AND CONTOURED TO AVOID CONCENTRATIONS Of SURFACE 09578-P2 M(U WORKS gavin maddock
RNFF. MAXIMUM LNRETANED FLL DEPTH TO 1M. GENERAL NOTES
9. NOTE THAT THE SURFACE SANDS AT THE SOUTH - EASTERN AREA OF THE SITE
ARE ABOVE THE SAFE NATURAL STABLE ANGLE OF THE SAND. AND 09518-P3 MCU WORKS
CONSEOLENTLY ANY WORK N THE AREA MUST BE CARREO OUT WITH EXTREME LOCALITY PLAN
CAUTION. UNDER SIPERVISLN OF GEOTECHI(AL ENGINEER, WHILE REGULARLY DRAWING SCHEDULE
MONITORING SURFACE MOVEMENTS
10. SIZE, TYPE, DEPTH AND LENGTH O PLIES ARE BASED ON TYPICAL ASSUEO 09578-P4 M(U WORKS
GROUD CONDITIONS AND. THE MORRION AND S(G GEOTE(MN(AL NVESTGATDNS SITE PLAN
OF THE WOUND MATERIAL ON SITE. FINAL PILING DETALS. GROUT ACCESS TODCONSULTING
NECTDN AND CONSTRUCTION PROCEDURE WLL BE COINED AFTER DETAILED
ANALYSIS OF THE GEOTECIN(AL INVESTIGATION REPORT. 09578-PS MCU WORKS ENGINEERS
PLNG DETAILS WILL ALSO BE CO-ORDNATED WITH ADVICE FROM SITE PLAN
SPECIALIST PILING CONTRACTORS. TIE (FA CONTEUDUS GROUT REPLACEMENT BULK EARTHWORKS
RETAINING WALLS. If-BACKS AND STRUTTING ARE TO BE DESIGNED AND RPEO AND PILING STRUCTURAL CIVIL
CERTIFIED BY THE CONTRACTOR N ACCORDANCE WITH THE RELEVANT
AUSTRALIAN CODES. 09518-P6 MCU WORKS
It DEPTH, SIZE. LAYOUT AND TYPE OF PILING IS SCHEMATIC ONLY AND SITE SECTIONS TOO CONWLTINO PTY. LTD.
1lX T us 15I
SHALL BE PRICED WITH APPROPRIATE RATES 10 ALLOW PRICED O
VARIATIONS N AS-CONSTRLKTED PLNG WHICH MAY VARY DEPENDING ON 09578-P7 M(U WORKS
EXACT CONDITIONS ENCOUNTERED ON SITE DURING CONSTRUCTION, CONSTRUCTION
12. THE CONTIGUOUS PLED WALLS SMALL BE GROUTED AND REPAIRED AS PROCEDURE
REOLRED AT ANY AREAS WHERE CONTIGUOUS PLES HAVE NOT PROVIDED A
TIGHT STRUCTURAL WALL
09578-PO MCU WORKS
13. A DRAPED AND VENTILATED INTERNAL CAVITY WALL SHALL BE PROVIDED AT CONSTRUCTION
ALL AREAS WHERE BULDNG WALLS ARE RETAINING SON.. rv.r
DETAILS B. GEORGE K. CAPPER OCT 2010
LOCALITY PLAN 09578-P9 MCU WORKS H. GRAY S. PRYSTLPA I SN
2S 20 15 ID S 0 SITE PLAN < K m.,,
3 .9 AHD
r EXCAVATION
SCALE I SOD UNREOU(ED AT AT 09578 P3 A p' ( e
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