site access , Driveway Earthworks,Retaining , · OPW24/0017

                                                                                                                                                                                                                                                                                                                                                                                         55 CLEAR




                                                                                                         REFER TO PLANS FOR
                                                                                                         SLAB THICKNESS UNO
                                                                                                                                                                                                                                           55 CLEAR                                                                                                                                       COVER
                                                                                                                                                                                                                                            COVER


                      REFER TO PLANS FOR
                      REINFORCEMENT UNO                                                                                                                                                                                                                                                                                                                                                                                    N16-400
                                                                                                                                                                                                                                                                                                                                                                         BLOCKWORK
                                                                                                                                                                                                                                                                                N12-400                                                                                  STARTER BARS                                           3 MIN.
                                                                                                                                                                                                                          BLOCKWORK
                                                                                                                                                                                                                                                                                     3 MIN.                                                                                                                                  1
                                                                                                                                                                                                                          STARTER BARS                                                                                                                                                       55 CLEAR




                                                                                                                                                                                                                                                                                                                                                                                                                                    .
                                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                              55 CLEAR                                                                                                                                        COVER                                                            MAXIMUM SLOPE OF




                                                                                                                                                                                                                                                                                          .
                                                                                                                                                            REFER ARCH.                                                                                                                                                                                                                                                                                        FINISHED SURFACE.
                                                                                                                                                                                                                                               COVER                                                              MAXIMUM SLOPE OF
                                                                                                                                                            FOR FALLS                                                                                                                                             FINISHED SURFACE.
                                                                                                                                                                                                                                                                                                                                                                          190 BLOCKWORK                                                                        CORE FILL BLOCKWORK WITH 20




                                                                                                                                   200
                                                                                                                                                                                                                                                                                                                                                                                                                                                               MPa CONCRETE AND 10mm
                                                                                                                                                                                                                                                                                                                  CORE FILL BLOCKWORK WITH 20
                                                                                                                                                                                                                                                                                                                                                                                                                                                               AGGREGATE.
                                                                                                                                                                                                                                                                                                                  MPa CONCRETE AND 10mm




                                                                                                                                                                                                                                                                                          LINE OF EXCAVATION
                                                                                                                                                                                                                          190 BLOCKWORK
              DAMP PROOF                        FOR SUBGRADE                            COMPACTED SAND                                                                                                                                                                                                            AGGREGATE.                                                                                                                                   CLEAN COMPACTED GRANULAR




                                                                                                                                                                                                                                                                                                                                                                                                                                         LINE OF EXCAVATION
                                                                                                                                                                                                                                                                                                                                                                          N16-400
              MEMBRANE TYPICAL                  COMPACTION REFER                        TYPICAL                                              200                                                                                                                                                                                                                          CENTRAL                                                                              BACKFILL TO 98% STANDARD
                                                                                                                                                                                                                          N12-400
                                                TO SPECIFICATION                                                                                                                                                          CENTRAL                                                                                                                                                                                                                              COMPACTION.




                                                                                                                                                                                                                                                                                                                                                              'H'
                                                                                                                                                                                                                                                                                                                  CLEAN COMPACTED GRANULAR
                                                TYPICAL
                                                                                                                                                                                                                                                                                                                  BACKFILL TO 98% STANDARD




                                                                                                                                                                                                           'H'
                                                                                                                                                                                                                                                                                                                                                                          N12-400 LAP AS                                                                       GEOTEXTILE CORE DRAIN. TYPICAL.
                                                                                                                                                                                                                                                                                                                  COMPACTION                                              REQUIRED.
                                                                                                                                       B1 EDGE
                                                                                                                                                                                                                          N12-400 LAP AS
                                                                                                                                 TYP. ET                                                                                  REQUIRED.                                                                               GEOTEXTILE CORE DRAIN. TYPICAL.
                     TYPICAL SLAB ON GROUND DETAIL                                                                               THICKENING DETAIL                                                                                                                                                                DRAINAGE TO HYDRAULIC                                                      50
                                                                                                                                                                                                                                                                                                                                                                                                                                                               DRAINAGE TO HYDRAULIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                               ENGINEERS DETAILS.
                                                                                                                                                                                                                                              50                                                                  ENGINEERS DETAILS                                                 F.G.L.
                                                                                                                                                                                                                                     F.G.L.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  300
                                                                                                                                                                                                                                                                                                       200
                                                                                                                                                                                                                                                                                                                                                                         N16-400
                                                                                                                                                                                                                          N12-400
                    FORMED KEY JOINT                                               RECESS FOR                                                                                                                                                                 1000                                                                                                                                                                                            N16-200 E.W. TOP & BTM
                    REFER DETAIL                                                   GRATE COVER                                                                                                                                                                                                                 N12-200 E.W. TOP & BTM
                                                                                                                                                                                                                                                                                                                                                                                                                    1600
                                      MAX
                                      300




                                                                                                                                                                                                                                                          H = 1200 MAX
                                                                                                                                                                                                                                                                                                                                                                                                              H = 1200 - 1800 MAX

                                                                                                                                                                                                                              TYPICAL RETAINING WALL TYPE 1                                                                                                                         TYPICAL RETAINING WALL TYPE 2
                                                                                         1N12 CONTINUOUS
                                      150




                                                                                         LAP AS REQUIRED
                                    4N12
                                                  150          450         150           N12-300
                                                               MAX

                                                                                                                                                                                                                                                                                 3 MIN.




                                                                                                                                                                                                                                                                                                                  .
                                                                                                                                                                                                                                                      55 CLEAR              1                                            MAXIMUM SLOPE OF
                                                                                                                                                                                                                                                       COVER                                                             FINISHED SURFACE.

                                                GRATED DRAIN                                                                                                                                                                    190
                                                                                                                                                                                                                                140 BLOCKWORK.                                                                    CORE FILL BLOCKWORK WITH 20 MPa
                                                                                                                                                                                                                                                                                                                  CONCRETE AND 10mm AGGREGATE.

                                                                                                                                                                                                                                                                                                                  WATERPROOFING TO ARCHITECTS DETAILS.
                                                                                                                                                                                                                                N12-400.
                                                                                                                                                                                                                                CENTRAL




                                                                                                                                                                                                                    'H'
                                                                                 DISCONTINUE MESH 75                                                                                                                            N12-400
                                                                                 EACH SIDE OF JOINT                                                                                                                             LAP AS REQUIRED.
                                                                                                                                                                                                                                                                                                                  CLEAN COMPACTED GRANULAR BACKFILL
                                                                                 6 x 50mm HOT DIP GALV.                                                     SAWCUT 30mm DEEP x 6mm WIDE. SLAB TO                                                                                                                  TO 98% STANDARD COMPACTION.
                                            30 DEEP                                                                                                         BE CUT AS SOON AS CUTTING EQUIPMENT                                 SL62 MESH.
                                                                                 DANLEY PLATE DOWELS                                                                                                                                                                   50
                                            SAWN JOINT                           SUPPORTED IN A CRADLE                                                      CAN BE PLACED ON SLAB. BUILDER TO
                                                                                                                                                                                                           F.G.L.
                                                                                 AT 450 MAXIMUM CRS.                                                        DETERMINE CORRECT TIME TO SAW WITHIN
                                                    EQ




                                                                                                                                                                                                                                                                         200
                      S.F.L.                                                                                                                                24 HRS OF POUR
                                                                                                                                                                                                                                    N12-400
                                                                                                        200




                                                                                                                                                                                                                                                           600                     N12-200 E.W. TOP & BTM
                                                    EQ




                        PLATES TO BE                                                 GROUND CRACK
                        SLEEVED ON                                                   INDUCER                                                          CUT OUT 100 LENGTH OF EVERY 2ND WIRE                                                               H = 800 MAX
                                                         300         300
                        ALTERNATIVE                                                                                                                   CENTRED UNDER JOINT & DEPRESS MESH LOCALLY

                                                                                                                                                                                                                            TYPICAL RETAINING WALL TYPE 3
                        SIDES OF JOINT                                                                                                                TO MAINTAIN COVER. ALTERNATIVELY, STOP
                                                                                                                                                      REINFORCEMENT 30mm EITHER SIDE OF SAWCUT


                                             DOWELLED JOINT (DJ)                                                                  SAWN JOINT
                                                                                                                                  DENOTED SJ ON PLAN
                                             (POUR OVER)


                                                         TENSION LAP                  CORNER BARS TO MATCH HORIZONTAL                          TENSION LAP
                                                                                      WALL REINFORCEMENT. TYPICAL.


                                                                                                                                                                                            CORNER BLOCK
                                                                                                                                                                              TENSION LAP




                                    CORES FILLED                                                                              CORES FILLED
                                    f'c = 20MPa TYPICAL                                                                       f'c = 20MPa TYPICAL
                                                                                          TENSION LAP




                                                                                                                              CORNER BARS TO MATCH HORIZONTAL
                                    DOUBLE 'U' BLOCKS.                                                                        WALL REINFORCEMENT. TYPICAL.
                                    TYPICAL.

                                                                                                                              DOUBLE 'U' BLOCKS. TYPICAL.




                               TYPICAL JUNCTION DETAIL                                                                             TYPICAL CORNER DETAIL
                               SCALE 1 : 10                                                                                        SCALE 1 : 10




                                                                                                                                                                                                                                                                                38 PLOVER STREET,                                                             FOR CONSTRUCTION                                                       TYPICAL DETAILS
A 13.02.23   FOR CONSTRUCTION                            BDS
                                                                                                                                                                                                                                                                                PEREGIAN BEACH                                                           BK         BK         BDS                      BDS
                                                                                                                                                                                                                                                                                                                                                                                         1:100                     3         B21132                                      SK01.01                 A