2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021

                                                                                                                                                                                                   INSTALL URETEK GROUT ALONG THIS BOUNDARY TO A DEPTH OF 2.5m BELOW THE EXISTING SURFACE




                                                                                       290 BLOCKWORK RETAINING WALL ON
                                                                                       FOOTINGS SUPPORTED BY SCREW PILES
                                                                                       AS SHOWN. REFER DETAILS ON
                                                                                       STRUCTURAL DRAWING SET SHEET S21.

                                                     RV1                                                                                                                                                                                                                                                                                                                                                                                                                    INSTALL CONCRETE PILES
                                                                                                                                                                                                                                                                                                                                                                                                                          PILING RIG                                        TO RL 51.00
                                                                                                                                                                               SITE TEMPORARY ACCESS :
                                     A                                                                                                                                            ESTABLISH SITE SURVEY MONITORING                                                                                                   290 BLOCKWORK RETAINING
                                     -         RV1
                                                                                                                                                                                   POINTS AND ISSUE SURVEY TO ENGINEER.
                                                                                                                                                                                  COMPLETE PRE CONSTRUCTION
                                                                                                                                                                                                                                                                                                                      WALL ON FOOTINGS
                                             RV1                                                                                                                                   INSPECTIONS AND DILAPIDATION REPORTS                                                                                               SUPPORTED BY SCREW                       ROOF RL 52.55

                                                           RT
                                                                                                                                                                                   FOR ADJACENT STRUCTURES, POOLS,                                                                                                    PILES AS SHOWN.
                                     RV1                                                              FILL WORKING
                                                                                                                                                                                   FENCES AND PATHS.
                                                                      RT                              PLATFORM TO RL 49.30                                                                                                          ROOF RL 52.55
                                                            RV1                                                                                                                STAGE 1 PROCEDURE :




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.5m MIN
                                                                                                      AFTER WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 URETEK
                                                                                                                                                                                  STRIP AND LEVEL AT SITE ENTRANCE TO
                                                                                                      INSTALLATION                                                                 FORM TEMPORARY TRACK                                                                                                                                                        LEVEL 2 RL 49.55
                                     RV1                                                                                                                                          INSTALL BOTH VERTICAL AND RAKING
                                                                                                                                                                                   SCREW PILES                                                                                                                        FILL WORKING
                                                                                                                                                                                  INSTALL 290 BLOCK RETAINING WALL AND                                                                                                                                                                                                                                                     WORKING PLATFORM STEEL
                                                                                                                                                                                   FILL TO FORM A WORKING PLATFORM.                 LEVEL 2 RL 49.55                                                                  PLATFORM TO RL 49.30
                                                                                                                                                                                  LOCALLY STABILISE ADJACENT FOOTINGS                                                                                                AFTER WALL                                                                                                                                            PLATES SUPPORTED ON
                                                                                                      MAXIMUM 1:2 BATTER                                                           TO BLOCK WALLS AND FENCES. MONITOR                                                                                                 INSTALLATION                                                                                                                                          STEEL BEAMS AS REQUIRED,
                                                                                                      SLOPE.                                                                       ADJACENT STRUCTURES, WALLS AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SPANNING BETWEEN
                                                                                                                                                                                   GROUND LEVELS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SCREW PILES.
                                                                                                                                                                                                                                                                                                                                                                LEVEL 1 RL 45.00


                                                                                                                                                                                                                                                                                                                      MAXIMUM 1:2 BATTER                                                                                                                                    RL VARIES. REFER PLAN
                                                                                                                                                                                                                                     LEVEL 1 RL 45.00                                                                 SLOPE.                                 INSTALL CONCRETE
                                                                                                                                                                                                                                                                                                                                                             PILES TO RL 49.10


                                               EARTHWORKS - STAGE 1                                                                                SCREW PILES :                                                                                                                                                                                               BASEMENT RL 40.80
                                                            1:200 UNREDUCED AT A3
                                                            1:100 UNREDUCED AT A1                                                                  RV1          219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
                                                                                                                                                              MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
                                                                                                                                                                                                                                                                                                                                                                                   RL 40.00
                                                                                                                                                   RV2          219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
                                                                                                                                                              MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA)                                                                 SECTION                     A   STAGE 1
                                                                 WORKING PLATFORM STEEL
                                                                                                                                                                                                                                                                           1:200 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                                       -
                                                                                                                                                   RT          RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE                                           1:100 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                                                                                                              SECTION                      B           STAGE 2
                                                                 PLATES SUPPORTED ON                                                                          MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA)
                                                                 STEEL BEAMS AS REQUIRED,
                                                                                                                                                                                                                                                                                                                                                                                              1:200 UNREDUCED AT A3
                                                                                                                                                                                                                                                                                                                                                                                              1:100 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                                                                                                                                            -
                                                                 SPANNING BETWEEN                                                                                                                                                                                 B
                                                                 SCREW PILES.                                                                                                                                                                                     -
                                                                                                                                                                                                                                                                                                                                                                               TOP CONCRETE PILES DIMINISHES                                           TOP CONCRETE PILES DIMINISHES
                                                                                                                                           TOP CONCRETE PILES RL 51.00                                                                                                    TOP CONCRETE PILES RL 51.00                  TOP CONCRETE PILES RL 51.00                                 WITH NATURAL SURFACE                                                    WITH NATURAL SURFACE
                                                                                                                                                                   TOE AT RL 45.00                                                                                                    TOE AT RL 44.00                         TOE AT RL 42.00                                          TOE AT RL 41.00                                                         TOE AT RL 42.00




                                                                                                                                                                                                                                                                                                                                                                                              3.0m
                                                                                                                                    2.5m




                                                                                                                                                                                           2.5m




                                                                                                                                                                                                                                                                                                                           TOP CONCRETE                 TOP CONCRETE
                                                                                                                                                                                                                                                                                                                            PILES RL 49.10               PILES RL 49.10
                                                                                                                                    TOP CONCRETE                                                                                                                                                                                                                                                             TOP CONCRETE
                                                                                                                                     PILES RL 49.10                                                                                                                                                                        TOE AT RL 41.00              TOE AT RL 42.00                                       PILES RL 46.50
                                                                                                                                                                                                     TOP CONCRETE PILES RL 49.10
                                                                               10
                                                                               9.




                                                                                                                                    TOE AT RL 38.00                                                          TOE AT RL 40.00                                                                                                                                                                                 TOE AT RL 42.00
                                                                       .00 L 4
                                                                           R
                                                                RL LES




                                                                                                                                                                                                                                                         EARTHWORKS - STAGE 2                                                                            STAGE 2 PROCEDURE :
                                                              AT E PI
                                                                    40




                                                                                                                                                                                                                                                                              1:200 UNREDUCED AT A3
                                                                  T




                                                                                                                                                                                                                                                                              1:100 UNREDUCED AT A1
                                                                                                                                                                                                                                                                                                                                                            INSTALL URETEK GROUT ALONG TOP BOUNDARY TO A DEPTH OF 2.5m MIN
                                                               RE




                                                                                                                                                                                                                                                                                                                                                            GRADUALLY INSTALL TEMPORARY SCREW PILES AND CONSTRUCTION PLATFORM OR A SUITABLE LEVELED PLATFORM FOR
                                                            NC




                                                                                                                                                                                                                                                                                                                                                             CFA PILE RIG.
                                                            E




                                                                                                                                                                                                                                                                                                                                                         
                                                           CO
                                                                TO




                                                                                                                                                                                                                                                                                                                                                             LOCALLY STABILISE ADJACENT FOOTINGS TO BLOCK WALLS AND FENCES. MONITOR ADJACENT STRUCTURES, WALLS AND
                                                                                                                                                                                                                                                                                                                                                             GROUND LEVELS.
                                                        P




                                                                                                                                                                                                                                                                                                                                                            INSTALL 450mm DIAMETER CONTIGUOUS CFA GROUT PILED WALLS AS INDICATED ON PLAN.
                                                      TO




                                                                                                                                                                                                                                                                                                                                                            FORM TABLE DRAIN ALONG WESTERN BOUNDARY TO COLLECT ANY CONCENTRATED STORMWATER FROM ABOVE AND
                                                                                                                                                                                                                                                                                                                                                             ACROSS SITE, DISCHARGING TO APPROVED LOCATION AFTER INSTALLATION OF SEDIMENT / EROSION CONTROL ALL AS
                                                                                                                                                                                                                                                                                                                                                             DETAILED ON THE STORMWATER MANAGEMENT PLAN.




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Consulting pty ltd (tc) and tc's
client. This drawing shall only be
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                                                                                                                                                                                                                                                                                            Signed         Date            MCU APPROVAL      14/0084                  HORIZ DATUM                                          0      10     20    30     40    50       60          Sheet             Revision
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                                         A    27.1.16 OPERATIONAL WORKS APPROVAL     A.V.                                                                                                                                                                                                                                  ROL APPROVAL                               VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1 of 12              B
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'issued for construction' in the                                                                                                                                                                                          [email protected]      www.todconsulting.com
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revision description.                Rev Date Revision Description                  Drawn                                                                                                                                                   ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                           OPW APPROVAL                               RL                  41.410                                MEASUREMENT BAR - INCREMENTS IN mm