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Proposed Plan

Attached to the e-mail Operational Works Application OPW19/0193 - DA Form 1- Cover Letter - Proposed Plan - 91 Ewarts Rd COORAN.

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Plans and drawings

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                      Refer Table for
                                                                                                         Create spoon drain                                                                   NOTES:
                                                                                                         at top of wall to divert                                                             FOR RETAINING WALLS OVER 1.5M IN HEIGHT IT IS RECOMMENDED
                      Post size, orientation
                                                                                                         water runoff.                                                                        THAT 'WALE ENDS CANTILEVERED BEYOND POST' DESIGN IS USED
                      and spacing.                                                                                                        Max 1 in 4 Slope


                                                               Min 5° wall                                                    Top 3 walers to be                                              Wall Height                           Post Size and Spacing                                   Surcharge                     Footing Depth
                                                               backslope                                                      200x50 F14 HWD                                                    (mm)                                                                                                                           (mm)

                                                                                                                                                                                                1200                        200x75-F14 HWD at 1800mm centres                                    2.5 KPa                           1800
                                                                                                                           Natural soil backfill.
                                                                                                                                                                                                1500                     2/200x100-F14 HWD at 1800mm centres.
                             200mm Max Height. - Refer Table




                                                                                                                                                                                                                               (Posts to be turned 90°)                                         5 KPa                             2200

                                                                                                                           300mm Min wide
                                                                                                                                                                                                1800                   2/200x100-F14 HWD at 1200mm centres
                                                                                                                           12 to 19mm Gravel backfill                                                                                                                                           5 KPa                             2300
                                                                                                                                                                                                                               (Posts to be turned 90°)
                                                                                                                           against wall.

                                                                                                                                                                                                                        2/200x100-F14 HWD at 900mm centres
                                                                                                                                                                                                2000                                                                                            5 KPa                             2400
                                                                                                                                                                                                                               (Posts to be turned 90°)


                                                                                                                  200x75 F14 HWD walers


                                                                                                                    Geofabric Layer

                                                                                                100 dia. AG pipe connected to
                                                                                                stormwater drainage.
                             Refer Table for Pier depth




                                                                                                                                                                                                                1.5 x Lower Wall
                                                                                           20MPa concrete backfill at 28 days.                                                                              Height Min-Flat backslope                                                                       Min Distance
                                                                                                                                                                                                                                                                                                            1800mm-Flat
                                                                                                                                                                                                       2.4 x Lower Wall Height Max-                                                                       2900mm-1:4 slope
                                                                                                                                                                                                               1:4 backslope

                                                                                                                                                         Walers.




                                                                                                                                                                                                                                                                             1200mm
                                                                                                                                                                         Lower Wall Height
                                200




                                                                             450∅
                                                                                                                                                                                                                Stepped retaining walls must be
                                                                                                                                                                                                                a minimum distance appart as
            NOTE 1: All double post members to be screwed together with No.14 Type 17                                                                                                                           shown in the diagram above.
                     Battern Screws (Galv or stainless steel) at maximum 150mm centres,                                                                                                                         Steps closer than shown above
                                                                                                                                                                                                                must be designed by HR Design Group.
                   2: All HWD to be durability class 1 timber, free of sapwood,                                                                                                                                                                                                                                   Example
                                                                                                                                                                                                                See Detail 4 to the right for an example.
                      or treated to H5 level.                                                                                                                                                                                DETAIL      3                                                                      DETAIL        4
                                                                                                                                                                                                                                         -                                                                                    -
                   3: To be used for Silty Clay and Sandy Clay soil types only.
                       Not suitable for dunal sands.




 CONSTRUCTION
SCALE:                 No.                                                  Description                Drawn      Date
                                                                                                                               PHONE (07) 5476 8690                                                                       Martens Building Design           CLIENT:
                                                                                                                                                                                                                                                                       A. & S. Leontakianakos
                                                                                                                                                                                                                                                                                                                         SHEET:
                        1                                                 PRELIMINARY                  KURT     04/04/19
 1 : 100@ A3                                                                                                                   FAX (07) 5476 9380                                                                             0432 224 604                                                                               A-14-
                                                                                                                                                                                                                                                                                                                           14-01 RETAINING WALL DETAILS

                                                                                                                                                      TRU                                    BUILT
                        9                                               WORKING DRAWINGS               KURT     07/07/19       MOBILE 0418 986595
DATE:                                                                                                                                                                                                                       [email protected]              ADDRESS:                                                     REVISION:            WIND RATING          FIRE RATING
07/07/19                                                                                                                             PO BOX 1244                                                                          ABN: 20 218 687 996               LOT 61 #91 EWARTS ROAD,                                                  9               N5                 BA L 19
                                                                                                                                     BUDERIM 4556
DESIGNED:
                                                                                                                                     LIC NO. 729650
                                                                                                                                                                                                                             QBSA: 126 4589                 COORAN, QLD,
                                                                                                                                                                                                                         Signed:___________________                                                                      TRU BUILT JOB NO.:             MBD NO.:
Rod Soppe                                                                                                                                                    R & V DEVELOPMENTS PTY. LTD.                                                                                                                                            1008                          J 1907
                                                                                                                                                                                                                            Kurtis Martens / Owner
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