REFERENCED DOCUMENT 1225-20A Detail Plan - REC13/0095

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                                                                                                                                                                                                                                          II                    Callaghan & Toth
                                                                                                                                                                                           ---                                                                           Civil, Environmental &



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    NOTE:                                                                                                                                                                                                                                                                Hydraulic Engineers

   AlL DRIVEWAYS TO BE CONSTRUCTED TO
   STANDARD DRAWING IPWEAQ SEQ R-050 ’"
   TO LONGITUDINAl. PLAN 1225-21. AlSO
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                                                                                                                                                                                                                                                                                              PO BOX 2305
                                                                                                                                                                                                                                                                                         NOOSA HEADS 4567
                                                                                                                                                                                                                                                                                      Sunshine Beoch Rood
                                                                                                                                                                                                                                                                          Phone 54749081. Fo. 54749041
                                                                                                                                                                                                                                                                              www.colloghonondtoth.com.ou
   REFER TO DRIVEWAY SETOUT TABLE FOR                                                                                                                                                                                                                                       datum AHD DERIVED
   DETAILED SETTING OUT.
                                                                                                                                                                                                                                                                                              PSIoI 178243
                                                                                                                                                                                                                                                                            Origin (8.1.1.) RL 108.138


   NOTE:                                                                                                                                                                                                                                       approved
                                                                                                                                                                                                                                               SURVEYED BY
   REFER TO PLAN 1225-23 FOR DETAILED                                                                                                                                                                                                          MAX WATTERSION I: ASSOCIATES
   SETOUT OF STORMWATER PIPES ’"                                                                                                                                                                                                               PHONE 54 426 121

   STANDARD DRAWINGS LISTED ON PLAN
   1225-17.
                                                                                                                                                                                                                                               project

                                                                                                                                                                                                                                               PROPOSED 3 LOT
                                                                                                                                                                                                                                               SUBDMSION AT 55 LAKE
                                                                                                                                                                                                                                               MacDONAlD DRIVE COOROY



                                                                                                                                                                                                                                               Client


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                                                                                                                                                                                                                                               title

                                                                                                                                                                                                                                               DETAIL PLAN 2 OF 2




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                                                                                                                                                                                                                                               LOT 136 on MCH978
                                                                                                                                                                  \
                                                                                                                                                                  \                                                                            Parish of TEWANTIN
                                                                                                                                                                      \                                                                        County of MARCH
                                                                                                                                                                                                                                   ,

                                                                                                                                                                      \                                                          f// -b        SUNSHINE COAST COUNCil
                                                                                                                                                                              GEOFABRIC 1.5m LONG
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                                                                                                                                                                              " a
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                                                                                                                                                                                                                                               locality of LAKE MacDONAlD
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                                                                                                                                                                                                                                                   SCAlE

                                                                                                                                                                                                                                               o 1.25       .5        .75 5 6. 5                IIeItn      12.5

       NATURAl. BACKFILL. LAY ANY FILL BEHIND WAlL IN
   MAX. 200mm LAYERS TO 95% STANDARD COMPACTION.                                                                                                                                                                                                    scale
                                                                                                                                                                                                                                                                      SCI/..E SHOWN IS tlflIGINN.. DRAWING SC\U
         NO LARGE MACHINERY TO BE USED NEAR WAlL.                                                                                                                                                                                              1:250(A3)              00 NOT SCI/..E FROII TIfS DRAWING
                                                                                                                                                                                                                                                                      USE ONlY DIoIENSIOHS PIlOWlED
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                                                                                                      WAlL HEIGHTS                                                                                                                                 REVISIONS
                                                                                                      TO DETAIL PLANS
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                    GEOTEXTILE TO BACK OF TIMBER                                   ~<o’:’                                                                                                                                                      A       ADD RETAINING WAlL DETAIL                          08 13
                  AND AROUND AG PIPE SCREENINGS                               ~"

                           FREE DRAINING BACKFILL
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 H5 TREATED HARDWOOD WALES DURABILITY CLASS 1 OR 2.
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200x50 WITH PLASTIC WEDGE BEHIND TO LOCK INTO I-BEAM                                                       :I:



                     100mm SLOTIED PIPE IN 10mm
                      SCREENINGS. DRAIN TO SW PIT.
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                                                                                                      DIP GAlVANIZED AFTER
                                                                                                                                                                                RETAINING WALL DETAILS                                                     FOR APPROVAL
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                                                                                       ~ ... ~        CUTIlNG TO LENGTH
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                                                                                                                                                        WAlL HEIGHT           PEIR DEPTH
                                                        1..      ,~~~,             ,                                                    ,
                                                                                                                                                             H                    D
                                                                                                                                                                                            POST TYPE   WAlE TY     WALE SPAN                               Sheet         4 of

                                                                                                                                                                                                                                                                drawing number
                                                                                                                                                                                                                                                                                    14    sheets


                                                                                                                                    oO-.:Lo...
                                                                                                                                       \                                                    100UC 14    200x50 HW     1200
                                                                                                                                                          0-600                  600
                                                                                                                                                                                                                                                            1225-20
                           RETAINING WALL SECTION                                                                            RETAINING WALL PLAN VIEW
                                                                                                                                                                                                                                                                dote      15th JUNE 2013