Slope Stability - lindsays

              NOTES                                                                                                                                                          d) Design      - Design suitable for sites up to and including Class H (AS2870-2011)
             1. STRUCTURAL                                                                                                                                                                  - If pool is located in fill or aboveground refer to Structural Engineer.
                a) Concrete - F'c = 25MPa at 28 days. 32MPa if within 1km of coastline                                                                                                      - Drawing not to be used for pools in Exposure Classification C (AS2783)
                            - Concrete shall comply with AS2783.                                                                                                                            - Walls have not been designed for cantilever walkways.                                                                            LINDSAY CONSULTING PTY LTD




                                                                                                                                                                                                                                                                                                                             LINDSAY CONSULTING PTY
                            - Concreting shall be carried out in one continuous operation by pneumatic spraying process.
                                                                                                                                                                                                                                                                                                                                                LTD
                                                                                                                                                                             2. CONSTRUCTION
                            - Shade concrete and keep moist for 7 days.                                                                                                         a) Construction shall comply with AS2783.                                                                                                                                                    RPEQ 4928
                            - Exposure Classification (AS2783) - B2.                                                                                                                                                                                                                                                         OFF. 2C/82 PARKER STREET, MAROOCHYDORE        PH 54 792 118
                                                                                                                                                                             3. GENERAL                                                                                                                                     THIS DRAWING REMAINS THE PROPERTY OF
                   b) Reinforcement
                                 - Fy = 250MPa. S12 bars throughout, lap 400 where required.                                                                                    a) Ground water pressure shall be relieved by Hydrostatic valve as shown.                                                                   LINDSAY CONSULTING PTY LTD AND IS FOR
                                 - Bars shall be tied securely in position.                                                                                                     b) Surface water shall be prevented from penetrating down beside pool wall by                                                                 THE SOLE USE OF THE CLIENT. NO PART
                                 - Cover shall be 65mm to vertical reinforcement to the inside face.                                                                               grading surrounding areas away from the pool.                                                                                            MAY BE USED IN PART OR WHOLE WITHOUT
                                                                                                                                                                                c) Security fencing shall be as required by the Local Authority.                                                                               PRIOR EXPRESS WRITTEN CONSENT OF
                   c) Foundations - Excavation shall follow contours of pool shape. Where over excavation occurs fill with concrete.                                            d) Finishes to pool surface shall be as detailed by Pool Contractor.                                                                              LINDSAY CONSULTING PTY LTD
                                  - Foundation material shall be uniform over entire pool base, if not refer to Engineer.                                                       e) All hydraulic equipment (eg. pump, filter, hydrostatic relief valve, skimmer box etc.)
                                  - In clay or rocky ground use 75mm thick layer of 20mm nominal gravel under base.                                                                shall be as specified by the Pool Contractor
                                                                                                                                                                                                                                                                                                                           CLIENT AND PROJECT DESCRIPTION
                                  - Minimium safe bearing capacity - 100kPa
                                  - Pool walls shall be poured against undisturbed natural ground, if not refer to Structural Engineer.
                                                                                                                                                                                                                                                                                                                             GUY MELDRUM
                                                                                                                                                                                                                                                900 wide x 75 thick slab all round with F52                                  PROPOSED RESIDENCE
                                                                                                                                                                                                                                                fabric CP or pavers with cement stabilized
                                                                                               A                                                                                               B                                                filling sand. Refer Note 3(b).                                               NO.4 TRISTANIA DRIVE
                                                                                                                                                                                                                                                                                                                             MARCUS BEACH
               300                                                                                                          Total length 16700 MAX                                                                                                                           300
                                                                                                                         Maximium surface area - 100m 2                                                                                Finish to Clients or
                                                                                                                                                                                                                                       Contractors requirements
                                                                                                                                                                                                                                                                                                                           DRAWING TITLE
200 150                                           Water Level
                                                                                                                                                                                                                                                                                                                             POOL DETAILS
                          3 /S12
                          in bond beam
                                            H




                                                                                                                                                                                                                                                                                                                    600
                                                                                                                                                                                                Overall depth (D)




                                                                                                                                                                                                                                         H
                                      R/2




                                                                                                                                                                                                   2250 MAX
                            00
                          R4




                                                                                                                                                                                                                                                                                                                           SCALES




                                                                                                                                                                                                                                                R/2


                                                                                                                                                                                                                                                                 R4
                                                                                                                                                                                                                                                                                                    100




                                                                                                                                                                                                                                                                 00
              0
            20




                                                                                                                                                                    DIA 200 Anti vortex




                                                                                                                                   200
                                                                                                                                                                                                                                                                                         Unreinforced cutoff wall
                                                                                                                                                                    cover                                                                                                                REQUIRED FOR




                                                                                                                                                                                                                                                                              20
                                                                                                                                                                                                                                                                                0
          S12 - 200 EW CP              Washed gravel to underside                                                                                                                                                                                                                        (CLASS H2 & E SITES)
                                       of pool, refer Note 1(c)
                                                                                               A
                                                                                                         BASE                                                                                                                                                                                             300              SURVEY DATUM
                               Earth wire to reinforcement                                                                                                                                                                           Dia 40 suction line              300
                                                                                                         S12 Verticals @ 200 crs
                               Connect to dwelling earth system                                                                                                                                                                      to filter (Client option)
                                                                                                                                                  Hydrostatic relief valve                                                                                                                                                   .




                                                                                                                                                                                                                                                                                              75
                                                                                                         S12 Horiz @ 200 crs
              300                                                            Varies




                                                                                                                                                                                                                                                        75
                                                                                                                                                                                                                         600
                                                                                                                                                                Sump containing




                                                                                                                                                                                                                                                                                              100
                                                                                                                                                                crushed rock                                                                                                                                               ASSOCIATED CONSULTANTS




                                                                                                                                                                                                                                                 275




                                                                                                                                                                                                                                                                                        275
                                                                                                                                                                nominal size 50 mm
                               Water Level                                                                                                                                                     600 SQ
                                                                    NOTE
                                                                                                                                                                                               B
                                                                                                                                 500




                                                                    Where pool wall height (H) exceeds
                                                                    1400 but less than 1900
                                                      H




                                                                    provide intermediate vertical S12 bars

                                 00
                                                                    as shown dotted.                                        R4
                                                                                                                              00
                                                                                                                                                                  LONGITUDINAL SECTION                                                        COPING VARIATION                                WET EDGE DETAIL
                                                R/2




                                                                    (ie. S12 bars in this area at 100 c/c)
                              R4
                                                                                                                                                                                                 300                                                 Varies
                                                                                                            800 gth
                                                                                                            ig ht len
                                                                                                       Stra                                 200
             200




                                                                                                                                                                                                                                     H
                                                                                                                                                                                                                                                                                                                           REVISION LIST



                                                                                                                                                                                                                               R/2
                                                                                                                                                                                                                                                                                                                           A BUILDER REVIEW - NOT FOR CONSTRUCTION              25/03/22




                                                                                                                                                                                                                                                                                     R4
                                                                                                                                                                                                                    00
                                                                                                                                                                                                                    R4




                                                                                                                                                                                                                                                                                       00


                                                                                                                                                                                                                                                                                                 20
                                                                                                                                                                                               0
                                                                                                                                                                                              20




                                                                                                                                                                                                                                                                                                    0
                                                                SECTION B-B                                                                                                                                                             SECTION A-A
                                                                                                                                                                                                                                                                                                                          Computer File
                                                                                                                                                                                                                                                                                                                                                            220061FD.DWG
                                                                                                                                                                                                                                                                                                                          DRAWING NUMBER                                     SHEET   REV.

                                                                                                                                                                                                                                                                                                                                                             22-0061-F23       23 A