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

                      STAGE 1 PROCEDURE :                                                                           STAGE 2 PROCEDURE :                                                                                        STAGE 3 PROCEDURE :
                     •       LOCALISED LEVELLING WISING GEOFABRK, ROCK BASE AND SCREW PIED                          •   PROGRESSIVELY REMOVE TEMPORARY CONSTRUCTION PLATFORM AND                                               •   COMPLETE STORMWATER DISCHARGE FACILITY
                             RETAINING WALLS UP TO ESM HK,HI AT SITE ENTRANCE TO FORM TEMPORARY                         WITHDRAW TEMPORARY SCREW PILES AND STORE FOR RE-USE LATER, WILE                                        •   IF " TOP - DOWN - CONSTRUCTION METHOD IS ADOPTED.
                              TRACK AND VEHICLE TURN AROUND                                                             PROGRESSIVELY BUILDING 900 W X 600 0 REINFORCED CONCRETE WALL HEAD BEAM                                    FORM UP AND BUILD PERMANENT ROOF (DRIVEWAY) SLAB. SUPPORTED ON
                     •       MOVING PARALLEL TO WEST BOUNDARY, GRADUALLY INSTALL TEMPORARY                              AND 200MM BLOCK WALL OVER                                                                                  CONTIGUOUS PILES, ISOLATED (FA PILES AND STEEL SCREW PILES AND
                             SCREW PILES AND CONSTRUCTION PLATFORM OR SUITABLE LEVELLED PLATFORM                    •   REINSTATE SURFACE PROTECTION AND SURFACE DRAINAGE TO SOILS BETWEEN BOUNDARY                                STRUCTURALLY CONNECT TO BUTTRESS AND BRACING WALLS UNDER
                             FOR (FA PILE RIG ACCESS AND INSTALL URETEK GROUT GROUND STABILIZATION                      AND NEW WALL, TO AVOID EROSION AND LOCAL SURFACE SAND SIP.                                             •   ROOF SLAB TO BE DESIGNED FOR CONSTRUCTION VEHICLE LOADID AND
                             ALOOF WEST BOUNDARY AND SURFACE SPOON DRAIN                                            •   MONITOR ADJACENT STRUCTURES, WALLS AND GOOD LEVELS                                                         MATERIAL STORAGE. AS WELL AS HORIZONTAL WALL LOAD
                     •       INSTALL 600M DIAMETER CONTIGUOUS CFA GROUT PLED WALL AND VERTICAL                      •   EXCAVATE ALONG CONTEAIOUS PLED WALL TO FORM PLATFORM AREA                                              •   CONTINUE TO MONITOR ADJACENT STRUCTURES
                             SCREW-N STEEL WICK DRAINS AT AM CENTRES                                                •   MINOR FLLNG TO MAXIMUM D 1M DEPTH                                                                      •   (O IE(T ROD DRAINAGE TO APPROVED STORMWATER DISPOSAL
                     •       LOCALLY STABILISE ADJACENT FOOTNGS TO BLOCK WALLS AND FENCES                           •   INSTALL RETANNG WALL AND ALL OTHER CONTIGUOUS AND
                     •       MONITOR ADJACENT STRUCTURES, WALLS AND GROUND LEVELS                                       ISOLATED PILES WITHIN BUILDING AREA
                     •       COLLECT ANY CONCENTRATED STORMWATER FROM ABOVE AND ACROSS SITE,                        •   INSTALL ALL REQUIRED RAKING PILE COMPRESSION AND TENSION ANCHORS,
                             AND DISCHARGE TO APPROVED LOCATION                                                         AND TEMPORARY SAND ANCHORS WHERE POSSIBLE UNDER WEST ADJACENT LOTS 5
                     •       INSTALL SEDIMENT / EROSION CONTROL                                                         & 6, AS PER PLED WALL DETAILED DESIGN.


                                I_3-0.
                                   .n        SPRAY CONCRETE PROTECTION
                                             TO EXPOSED CONCRETE FOOTING
                                                                                                                                                                                                                                                              ROOF SLAB I DRIVEWAY I TED INTO
                                                 TEMPORARY WORK                                                                                                                                                                                               BUTTRESS AND BRACING PILED WALLS
                                                 PLATFORM
                                               TOP OF WALL                                                                                                                                                                                                                  TEMPORARY
                                                RL 50.0                                                                                                                                                                                                                     FORMWORK
   3.5-40WOE                                                                                                                   o.                         N
   URETEK GROUT -^.
                                                          EXISTING                                                                                                          MDR FLUNG TO A nAXMM
   INJECTION
                                                          GROUND SLOPE                                                                   ,              S x>                DEPTH OF La

                                                   301 SCREW PILES
                                                   AT L.O. CRS.
               VERTICAL                            6.0. LONG
               WICK DRAINS
                                                                                                                                                                                                                                                                                                                                 D    (9.11L10     FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                 C    13.1110      FOR APPROVAL
                                                 600 DIA. CONTIGUOUS                                                                                                                                                                                                                                                             0    12.It10      PRELIMINARY ISSUE TO CONSULTANTS
                                                 PILE WALL
                                                                                                                                                                                                                                                                                                                                 A    20.10.11     PRELMURY ISSUE TO ARCHITECT
                                                                                                                                                                                                                                                                                                                                      O.i,       6e•y Ms,




                                                                                                                                                                                                                                                                                                                                 PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                                                                                 LOT 1
                  STAGE 1 - SECTION                                                                                        STAGE 2 - SECTION                                                                                         STAGE 3 - SECTION                                                                           71 SEAVIEW TERRACE
                                                                                                                                                                                                                                                                                                                                 SUNSHINE BEACH
                                                                                                                                                                                                                                                                                                                                 for A. SLINGER
                                                                                                                                    EXTEND PfLE REINFORCEMENT
                                                                                                                                    500.. INTO STABILISED SAND                  PING CONSTRUCTION
                                                                                                                                                                                   PLATFORM
                      STAGE 4 PROCEDURE                                                                                                                                                                                                                                                                                          MCU WORKS
                     •
                     •
                              REMOVE ROOF/DRIVEWAY SLAB FORMWORK RAFTER 20 DAYS)                                                                                                                                                                                                                                                 CONSTRUCTION
                              PROGRESSIVELY EXCAVATE DOWN 10 APPROX RL AS.O, IN All LENGTHS
                             AND (OBSTRUCT GARAGE LEVEL FLOOR SLAB TO RL AS, FULLY TED IN TO PLED WALLS
                             BELOW. AT THE SAME TIME NSTALL SUB-FLOOR SEEPAGE DRAINS AND (ONIE(0 VERTICAL
                                                                                                                                                                                                                                                                                                                                 PROCEDURE
                             WICK DRAMS THROUGH PLED WALL
                     •        PROGRESSIVELY EXCAVATE BED 2/3 AREA IN 6M LENGTHS TO APPROX RL 42.0 AND
                             NSTALL SUB-FLOOR SEEPAGE DRAINS AIDE CONNECT THROUGH TO VERTICAL WICK DRAINS                                                                                                                                                                                      TOP SOIL BACKF^ L AND DRAINAGE
                     •       INSTALL GROUND ANCHORS RAKING PILES AND BUILD TIE BEAMS, POUR 6M SEGMENTS                                                                                                                                                                                         TO LANDSCAPE ARCHITECTS DETAILS
                             Of BEDROOM 2 & 3 FLOOR SLAB AT RL 40                                                                                                                                                                                                                              FOR PERIMETER PLANT:'LAGS             architect
                                                                                                                                                                                                                                                                                                                                     gavin maddock

                                                                        CONSTRUCT ALL BRACING                                                                                                                                                                                                          CONTINUOUS 90OW x 6000
                                                                        WALLS TO U/SI E ROOF SLAB                                                                                                                                                                                                      WALL HEAD BEAM


                                                                                                                                                                                                                                                       I
                                                                                                                                                                                                                                                NOTE
                                                                                                                                                                                                                                                REFER TO JONES FLINT 6 PIKE STORMWATER                                               TODCONSULTING
TEMPORARY GROUND                                                                                                                                                                                                                                MANAGEMENT PLAN M2339 I REY C I FOR DETAILS OF
                                                                                                                                                                                                                                                ALL DRAINAGE AND FINISHED PROFILES OF THIS
ANCHORS TO BE REMOVED
AFTER COMPLETION OF                                                                                                                                                                                                                             3,9+1 WIDE CON(RETE/VEGETAON LIHIED DRAIN                                                         ENGINEERS
(ONSTRUCTON
          CONNECT DRAINS
          THROUGH PENETRATIONS                                                                                                                                                                                                                                                                                                                 STRUCTURAL CIVIL
                                 SUB FLOOR
                                                                                                                                                                                                                                            SOUTH-WEST BOUNDARY
                                 DRAINS
                   600 DIA. CONTIGUOUS                                                                                                                                                                                                        PROTECTION DETAIL                                                                              TOO CONSULTMO PTY. LTD.
                                                                                                                                                                                                                                                                                                                                                   ^A. nvw>y
                   PLED WALL
                                                                                                                                                                                                                                                                                                                                                   Z- J               a., So
                                                                                                                                                                                                                                                                                                                                                      i., n -^   Ch 5,4 i(.
                                                                                                                                                                                                                                                                                                                                              c IM.  nos++.'eeoniw^a..
                                                                                                                                                                                        DEPTH OF PILES MUST ALSO BE AT LEAST                                                                                                                      rro ... Ioa-monpmm
                                                                                                                                                                                        TAM BELOW NATURAL GROUND LEVEL
                                                   600 OA. CONTKAJOUS
                                                   PILED WALL                 TENSION SCREW
                                                                              PILES

                                                                                                     COMPRESSION                                                                                                                                                                                                                        B. GEORGE uo. K. CAPPER                OCT 2110
                                                                                                     RAKING PILES                                    TYPICAL 600 DIA. CFA
                                                                                                                                                                                                                                                                                                                                             X. (PAT      S PRYSTIPA kW I -. IN
                                                                                                                                                    GROUT REPLACEMENT PILE                                                                                                     6    6      4       2                                                                 x,.
                                             STAGE 4 - SECTION                                                                                                                                                                                                         10                                 0
                                                                                                                                                                                                                                                                                                                                                       no.., r
                                                                                                                                                                                                                                                                                                                                                                           AHO

                                                                                                                                                                                                                                                                                        SCALE 1200 UNREDUCED AT Al                     09578                     P7        A B' C D