Engineering plans

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:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            O           PC          06/07/18   Preliminary ONLY - for DA Approval
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           at NO. 5 TAYLOR COURT, COOROY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                REVISION




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