08/0169 Information Response to DERM - 71 Seaview Terrace Sunshine Beach · 132008.169

                                                                                                           North




                                                                                                                                                  0      79.1110      FOR APPROVAL
                                                                                                                                                  C      17.11.10     FOR APPROVAL
                                                                                                                                                  B      12.1LO       PRELIMINARY ISSUE TO (ONSUTANTS
                                                                                                                                                  A     20.10.10      PRELIMINARY ISSUE 10 ARCHITECT
                                                                                                                                                        as          ovr




                                                                                                                                                  PROPOSED RESIDENCE
                                                                                                                                                  LOT 1
                                                                                                                                                  71 SEAVIEW TERRACE
                                                                                                                                                  SUNSHINE BEACH
                                                                                                                                                  for A. SLINGER
L     (AR PARKING, BULK MATERIAL STORAGE ON SITE N INITIAL SET UP
      PHASE. AS PER TEMPORARY ACCESS PLAN.
2.     COMPLETE EXISTING COEITON I DILAPIDATION I SURVEYS ON ADJACENT

3.
      PROPERTIES
      ESTABLISH SURVEY POINTS ACROSS ENTREE SITE TO MONITOR ANY
                                                                                                                                                  MCU WORKS
      SURFACE MOVEMENTS THROUGHOUT CONSTRUCTION PHASE
4.     ESTABLISH EXTENDED TEMPORARY CONCRETE PAVED VEHICLE TURN AROUND ON SITE
                                                                                                                                                  LOCALITY PLAN
      USING TEMPORARY SCREW PILE AND SLEEPER WAILS HIED-BACK). SAID-FILED
      GEOFABRK, OR GABON MATTRESSES AT SOUTH-WEST CORNER OF SITE                                                                                  DRAWING SCHEDULE
S.    DESIGN AND CONSTRUCT TEMPORARY ACCESS PLATFORMS FOR (FA PLED
      RI AND PROCEED TO BUILD THE PERMANENT WORKS AS PER DIAGRAMMATIC                                               DRAWING SCHEDULE
      CONSTRUCTION STAGES I - U. INSTALL EROSION CONTROL FENCES.
6.     PROTECT ALL VEGETATION AS PER ENVIRONMENTAL PLAN
                                                                                                                   09578-P1   MCU WORKS
7.    ALL CONCENTRATED STOMWATER MUST BE DISPOSED OF VIA APPROVED
                                                                                                                              GENERAL NOTES           architect
      STORMWATER DISCHARGE SYSTEM AT ALL STAGES OF CONSTRUCTION
8.    ALL TEMPORARY ACCESS TRACKS MUST BE CONSTRUCTED ON ISM GRAVEL
      LAID OVER GOABRK AND CONTOURED TO AVOID CONCENTRATIONS OF SURFACE                                            09578-P2   MCU WORKS               gavin maddock
      RUNOFF. MAXIMUM URETAND FILL DEPTH TO TM.                                                                               GENERAL NOTES
9.     NOTE THAT THE SURFACE SANDS AT THE SOUTH - EASTERN AREA Of THE SITE                                                                            161 7 5155 3327 161 7 5455 3327

      ARE ABOVE THE SAFE NATURAL STABLE ANGLE OF THE SAND, AND                                                     09578-P3   MCU WORKS               . in'oagodv.aCdockcan

      CONSEQUENTLY ANY WORK IN THE AREA MUST BE CARRIED OUT WITH EXTREME                                                      LOCALITY PLAN
      CAUTION, UNDER SUPERVISION OF IOTEONICAL EIDIEER, WHILE REGULARLY                                                       DRAWING SCHEDULE
      MIONIOING SURFACE MOVEMENTS
10.   SIZE. TYPE, DEPTH AND LENGTH Of PILES ARE BASED ON TYPICAL ASSUMED                                           09578-P4   M(U WORKS
      GROUND CONDITIONS AND, THE FORRISON AND S(G GEOTECHNICAL INVESTIGATIONS                                                 SITE PLAN
      Of TM GROUND MATERIAL ON SITE. FINAL PLIED DETALS. GROUT
      NL(TON AND CONSTRIKTION PROCEDURE WILL BE CONFIRMED AFTER DETAILED
                                                                                                                              ACCESS                  TODCONSULTING
      ANALYSIS OF THE GOTECIII(AL INVESTIGATION REPORT.                                                            09578-PS   M(U WORKS
      PL0D DETAILS WILL ALSO DE CO-ORDINATED WITH ADVICE FROM                                                                 SITE PLAN
                                                                                                                                                                    ENGINEERS
      SPECIALIST PLED CONTRACTORS. THE CFA CONTIGUOUS GOUT REPLACEMENT                                                        BULK EARTHWORKS
      RETAIND WALLS, TIE-BACKS AND STRUTTING ARE TO BE DES(IED AND RPEO                                                       AND PILING                        STRUCTURAL CIVIL
      CERTIFIED BY THE CONTRACTOR IN ACCORDANCE WITH THE RELEVANT
      AUSTRALIAN CODES.                                                                                            09578-P6   MCU WORKS
IT.    DEPTH. SIZE. LAYOUT AND TYPE OF PILING IS SCHEMATIC ONLY AND                                                           SITE SECTIONS                  TOO CONSULTNNi PTY. LTD.
      SHALL BE PRICED WITH APPROPRIATE RATES TO ALLOW PR(NG OF                                                                                                     wl em1N>w
                                                                                                                                                                    70 a' vv sl-- nouenrN,
      VARIATIONS IN AS-CONSTRUCTED PILING WHICH MAY VARY DEPENDED ON
                                                                                                                   09578-P7   MCU WORKS                         PU be 61 Nam.d, 065 v,oa
      EXACT CONDITIONS ENCOUNTERED ON SITE DURING CONSTRUCTION.                                                                                               a.? ion 5149 9600 h. (071 SI ae+^
12.   THE CONTIGUOUS PILED WALLS SHALL BE GROUTED AND REPAIRED AS
                                                                                                                              CONSTRUCTION                     19,1    eoqurrti0rakoHSul' 0*^

      REQUIRED AT ANY AREAS WHERE CONTIGUOUS PILES HAVE NOT PROVIDED A
                                                                                                                              PROCEDURE                             .4.0   ...

      TIGHT STRUCTURAL WALL
13.   A DRAINED AND VENTILATED INTERNAL CAVITY WALL SHALL BE PROVIDED AT
                                                                                                                   09578-P8   M(U WORKS
      ALL AREAS WHERE BUILDING WALLS ARE RETAINING SOL.
                                                                                                                              CONSTRUCTION
                                                                                                                                                 ^..q
                                                                                                                              DETAILS                     B. GEORGE              K. CAPPER     OCT 2011
                                                                                           LOCALITY PLAN           09578-P9   MCU WORKS                      H. GRAY         S. PRYSTIUPA      I    SN
                                                                                 2S   20   K 10 S 1                           SITE PLAN
                                                                                                                                                             3.9                                   AMU
                                                                                                                              EXCAVATION
                                                                                                                                                         09578                     P3        A R (        D