2008/0169 Response to information request - 71 Seaview Tce Sunshine Beach · 132008.169

                    STAGE 1 PROCEDURE :                                                                               STAGE 2 PROCEDURE :                                                                                       STAGE 3 PROCEDURE :
                                                                                                                                                                                                                                                                                                                                        wr^i: i"L:r.; rM.+^. M arw r.r r....r nrr
                 •      LOCALISED LEVELLING (USING GEOFABRIC, ROCK BASE AND SCREW PILED                               •    PROGRESSIVELY REMOVE TEMPORARY CONSTRUCTION PLATFORM AND                                             •   COMPLETE STORMWATER DISCHARGE FACILITY                                                     no-ns w•.w.i
                        RETAINING WALLS UP TO I.SM HIGH) AT SITE ENTRANCE TO FORM TEMPORARY                                WITHDRAW TEMPORARY SCREW PILES AND STORE FOR RE-USE LATER. WHILE                                     •   IF " TOP - DOWN " CONSTRUCTION METHOD IS ADOPTED,
                        TRACK AND VEHICLE TURN AROUND                                                                      PROGRESSIVELY BUILDING 900 W K 600 D REINFORCED CONCRETE WALL HEAD BEAM                                  FORM UP AND BUILD PERMANENT ROOF IDRIVEWAY) SLAB, SUPPORTED ON
                        MOVING PARALLEL TO WEST BOUNDARY, GRADUALLY INSTALL TEMPORARY                                      AND 200MM BLOCK WALL OVER                                                                                CONTIGUOUS PILES, ISOLATED CFA 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 SLIP.                                          •   ROOF SLAB TO BE DESIGNED FOR CONSTRUCTION VEHICLE LOADING AND
                        ALONG WEST BOUNDARY AND SURFACE SPOON DRAIN                                                   •    MONITOR ADJACENT STRUCTURES, WALLS AND GROUND LEVELS                                                     MATERIAL STORAGE, AS WELL AS HORIZONTAL WALL LOAD
                       INSTALL 600MM DIAMETER CONTIGUOUS CFA GROUT EKED WALL AND VERTICAL                             •    EXCAVATE ALONG CONTIGUOUS PILED WALL TO FORM PLATFORM AREA                                           •   CONTINUE TO MONITOR ADJACENT STRUCTURES
                       S(REW-N STEEL WICK DRAINS AT LM CENTRES                                                        •    MINOR FILLING TO MAX" OF 1M DEPTH                                                                    •   CONNECT ROOF DRAINAGE TO APPROVED STORMWATER DISPOSAL
                       LOCALLY STABILISE ADJACENT FOOTINGS TO BLOCK WALLS AND FENCES                                  •    INSTALL RETAINING WALL AND ALL OTHER CONTIGUOUS AND
                       MONITOR ADJACENT STRUCTURES, WALLS AND GROUND LEVELS                                               ISOLATED PILES WITHIN BLINDING 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 POSSE UIOER WEST ADJACENT LOTS 5
                       INSTALL SEDIMENT / EROSION CONTROL                                                                 16, AS PER PILED WALL DETAILED DESIGN.


                           13.Om
                              Mil ,
                                        TO EXPOSED CONCRETE FOOING
                                                                                                                                                                                                                                                                 ROOF SLAB I DRIVEWAY I TIED INTO
                                            TEMPORARY WORK                                                                                                                                                                                                       BUTTRESS AND BRACING PIED WALLS
                                             PLATFORM
                                          TOP OF WALL
                                           RE SO.1




                                             30T SCREW PILES
                                             AT 4.0m CRS.
                                             6,0• LONG

                                                                                                                                                                                                                                                                                                                               D        19.11.10     FOR APPROVAL
                                                                                                                                                                                                                                                                                                                               C        17.11.10     FOR APPROVAL
                                           600 OA. CONTIGUOUS                                                                                                                                                                                                                                                                  B
                                           PILE WALL                                                                                                                                                                                                                                                                                    12.IL10      PRELIMINARY ISSUE TO CONSULTANTS
                                                                                                                                                                                                                                                                                                                               A        20.10.10     PRELIMINARY ISSUE TO ARCHITECT
                                                                                                                                                                                                                                                                                                                                        pir        Pe.q Wrrrr




                                                                                                                                                                                                                                                                                                                               PROPOSED RESIDENCE
                                                                                                                                                                                                                                                                                                                               LOT 1
             STAGE 1 - SECTION                                                                                              STAGE 2 - SECTION                                                                                        STAGE 3 - SECTION                                                                         71 SEAVIEW TERRACE
                                                                                                                                                                                                                                                                                                                               SUNSHINE BEACH
                                                                                                                                                                                                                                                                                                                               for A. SLINGER
                                                                                                                                      EXTEND PILE REINFORCEMENT
                                                                                                                                      SOOmm INTO STABILISED SAND                  PILING CONSTRUCTION
                                                                                                                                                                                      PLATFORM
                 STAGE 4 PROCEDURE
                                                                                                                                      5z-                                                                                                                                                                                       MCU WORKS
                •
                •
                       REMOVE ROOF/DRIVEWAY SLAB FORMWORK (AFTER 20 DAYS)
                       PROGRESSIVELY EXCAVATE DOWN TO APPROX RE RSA, M 6M LENGTHS
                                                                                                                                                                                                                                                                                                                                CONSTRUCTION
                      AND CONSTRUCT GARAGE LEVEL FLOOR SLAB TO RE 45, FULLY TIED IN TO PILED WALLS
                      BELOW. AT THE SAME TIME INSTALL SLAT-FLOOR SEEPAGE DRAINS AND CONNECT VERTICAL
                                                                                                                                                                                                                                                                                                                                PROCEDURE
                      WICK DRAINS THROUGH PILED WALL
                •      PROGRESSIVELY EXCAVATE BED 2/3 AREA IN 6M LENGTHS TO APPROX R. 42.0 AND
                      INSTALL SUB-FLOOR SEEPAGE DRAINS AND CONNECT THROUGH TO VERTICAL WICK GRANS                                                                                                                                                                                           TOP SOIL BACKFILL AND DRAINAGE
                •     INSTALL GROUND ANCHORS RAKING PILES AND BEND TIE BEAMS, POUR 6M SEGMENTS                                                                                                                                                                                              TO LANDSCAPE ARCHITECT'S DETAILS
                      OF BEDROOM 2 & 3 FLOOR SLAB Al RL 40                                                                                                                                                                                                                                  FOR PERIMETER PLANTINGS


                                                                                                                                                                                                                                     EXISTING 5%
                                                                                                                                                                                                                                     PROFILE


                                                                   CONSTRUCT ALL BRACING                                                                                                                                             URETEK GROUT
                                                                   WALLS TO U/SIDE ROOF SLAB                                                                                                                                         NX(TIN                                                         CONTINUOUS 90OW z 6010
                                                                                                                                                                                                                                                                                                    WALL HEAD BEAM
                                                  APPROX.
                                                  RL 50.0
                                                                                                                                                                                                                                                          I
                                                                                                                                                                                                                                                   NOTE
                                                                                                                                                                                                                                                   REFER TO JONES FLINT & PIKE STORMWAIER                                          TODCONSULTIN.
TEMPORARY GROUND            T E(I                                                                                                                                                                                                                  MANAGEMENT PLAN M2339 I REV C I FOR DETAILS OF
ANCHORS TO BE REMOVED        I tr                                                                                                                                                                                                                  ALL DRAINAGE AND FINISHED PROFILES OF THIS
AFTER COMPLETION O                                                                                                                                                                                                                                 3.0M WIDE CONCRETE/VEGETAION LINED DRAIN                                                        ENGINEERS
CONSTRUCTION                1
          CONNECT DRAINS                                                                                       VON)
          THROUGH PENETRATIONS r                                                                                                                                                                                                                                                                                                                STRUCTURAL CIVIL
                            SUB-FLOOR
                                                                                                                                                                                                                                             SOUTH-WEST BOUNDARY
                             DRAINS
               600 DOA. CONTIGUOUS                                                                                                                                                                                                             PROTECTION DETAIL                                                                              TOD CONSULTING PTY. LTD.
                                                                                                                                                                                                                                                                                                                                                        Ux »m NS KN
               PILED WALL                                                                                                                                                                                                                                                                                                                          IC nor, S1rra1 Noosord.
                                                                                                                                                                                                                                                                                                                                                V O Bo. 51 Noon .11, 010 4.bo
                                                                                                                                                                                                                                                                                                                                               ^e Inf. .49 9600 fvr 10)' '.x«4 041.
                                           TENSION SCREW
                                           PILES                                                                                                                                       # DEPTH OF PILES MUST ALSO BE AT LEAST
                                                                                                                                                                                          1.0M BELOW NATURAL GROUND LEVEL
                                             600 DIA. CONTIGUOUS
                                             PILED WALL                  TENSION SCREW     SCREW
                                                                         PILES             PILING
                                                                                                COMPRESSION                                                                                                                                                                                                                              B. GEORGE                K. CAPPER           OCT 2010
                                                                                                RAKING PILES                                            TYPICAL 600 DIA. CFA                                                                                                                                                   ..or1                    ^µsm           uu.
                                                                                                                                                                                                                                                                                                                                              H. GRAY      S. PRYSTUPA                1200
                                                                                                                                                       GROUT REPLACEMENT PILE                                                                                                              4                                                                                  00',.
                                        STAGE 4 - SECTION
                                                                                                                                                                                                                                                                                                                                   ..                   Ippr.,N
                                                                                                                                                                                                                                                                         10    8    6           2      0
                                                                                                                                                                                                                                                                                                                                              7,9                                         AHO

                                                                                                                                                                                                                                                                                        SCALE 1200 UNEOUEED AT AT                       09578                        P7        A      B    (