SUPERSEDED OPW16/0021 - Approved Plans

                                                                                                                                                         50 DIA. HOLE TO
                                                                                                                                                         PILE WITH 1000 LONG
                                                                                                                                                         N32 TIE BAR TO BEAM                                                                                                                                                       COG 200

                                                                                                                                                                                                                                                                                                  50 DIA. HOLE TO
                                                                                                                                                                                                                                                                                                  PILE WITH 800 LONG
                                                                                                                                                      0                                                                                                                                           N32 TIE BAR
                                                                                                                                                  200        T
                                                                                     2 No. N32 BARS                                                     PAIN                                                                                                                                                                                                                                          ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
                                                                                                                                                   XY
                                                                                     10.0m LONG                                             EPO
                                                                                     COG 600 INTO BEAM                                                                             GROUND                                                                                                                                                                                                             AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.
                                                                                                                                                                                                                                                                                                                                                GROUND
                                                                                                                                                                                   BEAM
                                                                                                                                                                                                                                                                                                                                                BEAM
                                                                                                                                                                                                                                                                                                                                                                                                      THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
                                                                                                                                                                                                                                                                                                                                                                                                      WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE




                                                                                                                                                                                                                                                                                                                 EPOXY PAINT
                                                                                                                                                                                                                                                                                                                                                     2.0m LONG N32 BAR
                                                                                                                                                                                                                                                                                                                                                     COG 200 INTO BEAM                                LAYERS.




                                                                                                                                                                                                                                                                                                          2000
                                                                                                                                    2 COATS INTERGARD                                                                                                                                                                                                                                                 SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
                                                                                                                                    278 HIGH BUILD EPOXY                                                                                                                                                                                         2 COATS INTERGARD
                                                                                                                         1                                                                                                                                                                                                                       278 HIGH BUILD EPOXY                                 CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
                                                                                                            2.75                    PAINT TO PILE
                                                                                                                                                                                                                                                                                                                                                 PAINT TO PILE                                        LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO
                                                                                                                                                                                                                                                                                                                                                                                                      SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
                                                                                         CONCRETE FILLED
                                                                                         GALVANISED STEEL                                                                  TYPE VERTICAL
                                                                                         CHS SCREW PILE ( REFER                                                            SCREW PILE
                                                                                         TO PILING LEGEND                                                                                                                                                                                                                                        CONCRETE FILLED
                                                                                         FOR SIZE, DEPTH AND                                                                                                                                                                                                                                     GALVANISED STEEL
                                                                                         SAFE WORKING LOAD )                                                                                                                                                                                                                                     CHS SCREW PILE ( REFER
                                                                                                                                                                                                                                                                                                                                                 TO PILING LEGEND
                                                                                                                                                                                                                                                                                                                                                 FOR SIZE, DEPTH AND
                                                                                                                                                                                                                                                                                                                                                                                                     SCREW PILES :
                                                                                                                                                                                                                                                                                                                                                 SAFE WORKING LOAD )
                                                                                                                                                                                                                                                                                                                                                                                                      RV1     219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
                                                                                                                                                                                                                                                                                                                                                                                                            MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
                                                                                    TYPE RAKING TENSION SCREW PILE (RT)
                                                                                                                                            NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                                                                                      RV2     219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
                                                                                                                                                                                                                                                                                                                                                                                                            MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA)

                                                                                                                                                                                                                                                                                                                                                                                                      RT     RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
                                                                                                                                                                                                                                                                                                                                                                                                            MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA)




                                          NOTE :
                                          WHERE POSSIBLE MAINTAIN
                                          ALL EXISTING VEGETATION


                                                   EXISTING
                                                                                                                                                                                                                                                                                            TYPE VERTICAL SCREW PILE (RV1, RV2)                                                                                                                                                         CUT DOWN OF PILE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXPOSE SOUND CONCRETE
                                                                                                                                                                                                                                                                                                                                      NOT TO SCALE
                                                   GROUND SLOPE                                                                                                                                                                                                                                                                                                                                                                                                                         FOR FULL CROSS SECTION


                                                                                                               4.0m MAX.                                                                                                                                                                                                                                                                                      EXTEND PILE REINFORCEMENT                                                                          PILING CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PLATFORM
                                                                                                                                                                                                                                                                                                                                                                                                              INTO BEAM
                                                                                                        ACCESS TRACK


                                                                                                                                   NOM. 200 TK.
                                                                                                                                   CRUSHED ROCK
                                                                                                                                                                               2
                                                                                                                                                                                   1
                                                                                                                                                                        MAX.
                                                                                                                                                                        SLOPE
                                                                                                                                                                                        TEMPORARY SANDBAG                                                                                                                                                                                                                                                                                                                       TOP OF PILE
                                                                                                                                                                                                                                                                                                                                          900
                                                                                                                                                                                        RETAINING OR APPROVED
                                                                                                                                                                                        EQUIVALENT.
                                                                                                                                                                                                                                                                                                    LOT 5                                                           BACKFILL WITH
                                                                                 2 LAYERS A39                                                                                                                                                                                                                                                                       CONCRETE ( OBTAIN
                                                                                 BIDIM GEOFABRIC                                                                                                 NOTE :                                                                                                                                                                                                                                                                                                                GROUND BEAM / WALL
                                                                                                                                                                                                                                                                                                                                                                    NEIGHBOUR'S
                                                                                                                                                                                                 WHERE POSSIBLE MAINTAIN                                                                                                                                            PERMISSION )                                                                                                                                       PILE CAP BEAM
                                                                                                                                 BENCH FILL
                                                                                                                                                                                                 ALL EXISTING VEGETATION
                                                                                                                                 INTO SLOPE                                                                                                                                                                                                                         CONCRETE SCOUR
                                                                                                                                                                                                                                                                                             EXISTING
                                                                                                                                                                                                                                                                                             BLOCK WALL                                                             PROTECTION
                                                                                                                                                                                                          EXISTING                                                                                                                                                                                                                                                                                                     BASE OF SLOPE AT BEACH.
                                                                                                                                                  2 LAYERS A39                                            GROUND SLOPE                                                                                                                                              CONTINUOUS 400 HIGH
                                                                                                                                                  BIDIM GEOFABRIC                                                                                                                                                                                                   BLOCKWORK WALL TO




                                                                                                                                                                                                                                                                                                                                                                                                                                     REFER SHEET OP22 AND OP24 FOR PILE DEPTHS
                                                                                                                                                                                                                                                                                                                                                                    FORM OVERLAND FLOW
                                                                                                                                                                                                                                                                                                                                                                    TABLE DRAIN WITH CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                    40 MPa GROUT
                                                                                                                                                                                                                                                                                                                                                                    SCOUR PROTECTION
                                                                                        ACCESS TRACK                                                                                                                                                                                         EXISTING SOIL
                                                                                                                                                                                                                                                                                             PROFILE                                                                CONTINUOUS
                                                                                TYPE TEMPORARY CONSTRUCTION                                                                                                                                                                                                                                                         PILE CAP BEAM

                                                                                                                                  NOT TO SCALE                                                                                                                                                                                                                      DECORATIVE ROCK FACE


                                                                                                                                                                                                                                                                                                                                                                    PILE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PILE
                                                                      CONTIGUOUS PILES. REFER                                                           IN GEOFABRIC SOCK VERTICAL                                                                                                                                                                                  DISCHARGE INTO GRATED DRAIN
                                                                      PILING DRAWINGS SET FOR                                                           WALL DRAINAGE PLACED AT
                                                                                                                                                                                                            75 MIN. SHOTCRETE




                                                                      FURTHER DETAILS.                                                                  1500 CRS MAX. AND PINNED IN                                                                                                                                                                                 DRIVEWAY SLAB
                                                                                                                                                        PILE GAPS, DRAINING INTO                                                                                                            URETEK GROUT
                                                                                                                                                        GRATED DRAIN.                                                                                                                       2.5m DEEP MIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  450




                                                                                                                                                                                                                                                                                                                                                                            -
                                                                                                                                                                                                                                                                                                                                                   NOOSA COUNCIL                                                                   GROUT REPLACEMENT PILE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOT TO SCALE
                                                                      SL81 GALVANISED MESH WITH 50mm MIN. COVER.
                                                                      FIX TO PILES WITH GALVANISED 10mm PINSAT 500
                                                                                                                                                                  DECORATIVE ROCK FACE
                                                                                                                                                                                                                                                                                                                                                   APPROVED PLAN
                                                                      CRS VERTICALLY ALONG EACH PILE.
                                                                                                                                                                                                                                                                                                                                                OPW16/0021 11 JUL 2016
                                                                                            CFA PILE DRAINAGE DETAIL
                                                                                                                                   1:40 UNREDUCED AT A3
                                                                                                                                   1:20 UNREDUCED AT A1


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                                                                                                                                                                                                                                                                                                                                                                                                  RL                   41.410                                                                     MEASUREMENT BAR - INCREMENTS IN mm
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