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Compiled Approved Plans MCU18-.010120, RAL18-0013.01, OPW18-0197.01 · MCU18/0120.01

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TYPICAL RETAINING WALL RT3 SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SCALE 1:20 AT A1




                                                                                                                                                                                                                                                                                                                                                                                                                                                               N12 trimmer bars
                                                                                                                                                                                                                                                                                                                                                                                                                                                               50mm side cover.
                                                                                                                                                                                                                                                                                             500 typ




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        500 typ
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Typical.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Slab joint




                                                                1500                                                                                                                                                         1500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N12 trimmer bars
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   50mm side cover.
                                            Kerb Invert                                                                                                                                                                                                                                                                                                                                                                                                                                            Typical.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Saw Joint 25 deep withing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1 day of placing concrete and
                                                                                 1800




                                                                                                                                                                                                  1800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Second Pour                 First Pour
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Slab mesh as                                                                                fill with 5mm x 6mm deep
                                                                                                                                                                                    60°
                                                                                        60°




                                                                                                                                                                                                                                                                                                                                                                                                   PIT                                                                                                                                                                        PIT                                                                                                                                                                          specified.                                                                                  flexible sealant                                       Backer rod
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10mm x 10mm Recess filled
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          with flexible sealant.                                           R20 x 600 long dowel                                                                                       Remove every
                                                                                              3500mm Min.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           at 300mm crs.                                                                                              second wire
                                            Path                                                                                                                                                                                             Path




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              = =
                                                                                                                                                                                                                                                                                                                                                   500 typ                                                                                                                                                                  500 typ                                                                                                                              180 Slab                                                                                                                 Slab thickness                                               Slab as
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 thickening                                                                                                               as specified.                                                detailed


                                            Property Boundary                                                                                                                                                                 Property Boundary

                                                                                                                Commercial Driveway (Type B) - 8.0m Width                                                                                                                                                                                                                                                                                                Slab joint                                                                          Slab joint                                                                                                                             Grease & cap                                                                                                                                                                                       120
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          300                300
                                                                                                            in accordance with IPWEA Standard Drawing RS-051                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        this end only.

                                                                                                  DRIVEWAY CROSSOVER DETAIL                                                                                                                                                                                                                                                    EDGE TRIMMER DETAIL                                                                                                                                                         EDGE TRIMMER DETAIL                                                                                                                                  DOWEL JOINT DETAIL (D.J..)                                                                                                                         SAWN JOINT DETAILS (S.J.)
                                                                                                  SCALE: 1:100 AT A1
                                                                                                                                                                                                                                                                                                                                                                               FOR SIDE DRAINAGE PIT                                                                                                                                                       FOR SIDE DRAINAGE PIT
                                                                                                                                                                                                                                                                                                                                                                               SCALE 1:20 AT A1                                                                                                                                                            SCALE 1:20 AT A1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Issue       Made By     Date       Description                                                 PROPOSED COMMERCIAL DEVELOPMENT                                                                                                                                                                                                                   Scale : 1:20 AT A1 U.N.O.                                     NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0           PC          06/07/18   Preliminary ONLY - for DA Approval
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             at NO. 5 TAYLOR COURT, COOROY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REVISION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              A           PC          06/07/18   Issue for BA                                                                                                                                                                                                                                                                                                  Job No.: 18-0165                                              1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2. Scale is correct at A1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              B           PC          19/10/18   No changes to sheet. Re-issue                               CLIENT: HASS HOLDINGS PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Dwg No.: C01                                                  3. Check and verify all dimensions
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C           PC          O6/11/18   No changes to sheet. Re-issue                               Designed By : B.J. WINNING BEngTech (Civil)                        Drawn By : PC                             Date : 29/05/18                                                                                                                                                                                      prior to commencement of work.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D           BJW         O7/11/18   No changes to sheet. Re-issue                               Certified By : B.R. CROMAR BEng (Civil), MIEAust, CPEng, RPEQ, NPER                                          Date : 11/09/18       Ph: (07) 5444 5578    Email: [email protected]                                                    GENERAL NOTES & DETAILS

Document Set ID: 21383727
Version: 2, Version Date: 08/02/2021

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