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Appendix 3- Engineering Drawings · MCU17/0027

Attached to the e-mail Engineering plans, Landscape Plan and Response to Code (Email 2 of 2) MCU17/0027 & OPW17/0119.

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                                                                 SELECTED DRAIN (CONCRETE
                                                                 SPOON OR GRATED CHANNEL)                                                                                                                                                            RW2 FOOTING AS DETAILED.


                                                                                       CAPPING BLOCK OR DOMED                                                                                                                                                          SELECTED DRAIN (CONCRETE
                                                                                       CORE FILL (TYPICAL)                                                                                                                                                             SPOON OR GRATED CHANNEL)


                                                                                                                                                                                                                                                                                                  CAPPING BLOCK OR DOMED
                                                                                                                                                                                                                                                                                                  CORE FILL (TYPICAL)




                                                                                                                                             1200Ht - 200 SERIES
                                                                                       N12 @ 400CRS HORIZ.




                                                                                                                                                                                                                                            FILL
                                                                                                                                                                                                                      400
                                                                                                                                                                                                                                                                                                  10mm ABLEFLEX.

                                                                                       N12 @ 400 CRS, EACH WAY.



                                                                                       SELECTED WATERPROOFING                                                                                                                                                                                     N16 @ 400 CRS VERT.
                                                                                       TANKING WITH COREFLUTE.
                                                                                                                                                                                                                                                                                                  N12 @ 400CRS HORIZ.
                                                                                                                                                                                                THICKEN FOOTING
                                                                                       2/Ø90 AGG. PIPES 1:100 MIN                                                                               EDGE 300W TO BEAR
                                                                                       FALL DISCHARGE CLEAR OF                                                                                  ONTO 300 SERIES
                                                    55 COVER                           WALL.                                                                                                    MASONRY AS SHOWN.                                                                                                                         SELECTED FREE                   SELECTED DRAIN (CONCRETE
                                                                                                                                                                                                                                                                                                  N16 @ 400CRS HORIZ.
                                                                                                                                                                                                                                                                                                                                          DRAINING BACKFILL.              SPOON OR GRATED CHANNEL)




                                                                                                                                             800Ht - 300 SERIES
                                                                                                                                                                                                                                                                                                  1600Ht MAX.
                                 800 - 300 SERIES




                                                                                                                                                                                                 SELECTED
                                                                                                                                                                                                 WATERPROOFING                                                                                                                                                                           CAPPING BLOCK OR DOMED
                                                                                                                                                                                                 TANKING WITH                                                                                                                                                                            CORE FILL (TYPICAL)
                                                                                                                                                                                                 COREFLUTE.




                                                                                                                                   FILL
                                                                                                                            400




                                                                                                                                                                                                                      2800Ht - 300 SERIES
                                                                                   'C' BLOCKS.
                                 300




                                                                                                                                                                                                                                                                                                                                                                                         N12 @ 400CRS HORIZ.
                                                                                                                                                                                                                                                                                                                                    SELECTED




                                                                                                                                                                                                                                                                                                                                                                                                                        1800Ht - 200 SERIES
                                                                                                                                                                   THICKEN FOOTING                                                                                                                                                  WATERPROOFING
     3-N16 100 OVER PIERS,                                                                                                                                         EDGE 300W TO BEAR                                                                                                                                                TANKING WITH
     50 TOP COVER.                                                                      1400                                                                       ONTO 300 SERIES                                                                                                                                                  COREFLUTE.
                                                                                                                                                                   MASONRY AS SHOWN               GRAVEL BACK FILL.                                                                               N20 STARTERS @
                                                                                     RW2                                                                           OPPOSITE, WHERE                                                                                                                400CRS, 1600 LAPS.
     N20 BAR, 450 LONG.                                                                                                                                            APPLICABLE.                                                                                                                    N16 @ 400CRS HORIZ.
                                                                                                            N12 @ 400 CRS EACH                                                                                                                                                                                                                                                           N12 @ 400CRS, VERTICAL.
                                                                                                            WAY TOP & BOTTOM,
                                                                                                                                                                                                  A14 GEOTEXTILE                                                                                                                    GRAVEL BACK FILL.
                                                                                                            50 COVER. (TYPICAL)
                                                                                                                                                                                                  FABRIC.
                                                                             N16 STARTER BARS @                                                                                                                                                    55 COVER                                                                                                    55 COVER
                                                                                                                                                                                                                                                                                                  2/Ø90 AGG. PIPES 1:100 MIN                                                             2/Ø90 AGG. PIPES 1:100 MIN
                                                                             200CRS, 800 MIN LAP.
                                                                                                                                                                                                                                                                                                  FALL DISCHARGE CLEAR OF                                                                FALL DISCHARGE CLEAR OF
                                                                                                                                                                                                                                                                                                  WALL.                             A14 GEOTEXTILE                                       WALL.
                                                                             10T SWL SCREW PIER @ 2400CRS.                                                                                                                                                                                                                          FABRIC.
                                                                             FOUND BELOW BASE OF BOTTOM
                                                                                                                                                                                                                                                                                                  'C' BLOCKS.                                                                            'C' BLOCKS.
                                                                             TERRACES. CONTRACTOR TO CONFIRM
                                                                             CAPACITY & FOUNDING DEPTH.


                                                    RW2 - RETAINING WALL DETAIL                                                                                                                                       300
                                                                                                                                                                                                                                                                                                                                                                                         N16 STARTER BARS @
                                                                                                                                                                                                                                                                                                                                                                                         200CRS, 800 MIN LAP.
                                                    SCALE 1:20
                                                                                                                                                                                                                                                                                                                            2400

                                                                                                                                                                                                                                                                                                                         RW1                               N16 @ 400 CRS EACH
                                                                                                                                                                                                                                                                                                                                                           WAY TOP & BOTTOM,
                                                                                                                                                                                                                                                                                                                                                           50 COVER. (TYPICAL)


                                                                                                                                                                                                                                                                  RW1 - RETAINING WALL DETAIL
                                                                                                                                                                                                                                                                  SCALE 1:20

                                                                                                                                                                                                                                                                                                                         PROJECT:                                                                              JOB NUMBER
REV DATE DESCRIPTION                                             BY   CHKD DRAWN
                                                                               I GDETAL
                                                                                      IS                                                    SCALE                                                   APPROVED                                                                                                             PROPOSED RETAINING WALLS                                                                 1537
 1   24.03.17   APPROVAL ISSUE                                   NN    PB                                                                                                                                                                                                                                                NO.27-29 GRANT STREET, NOOSA
                                                                            DATUM                  AHD                                                                                                                                                                                                                                                                                                   SHEET:        OF
                                                                            DESIGN                 DK
                                                                                                              0             0.2            0.4                      0.6    0.8          1.0m      .................                                                                                                      G & M ROBERTSON                                                                           2                          5


                                                                                                                                                                                                    DANIEL KENNA                                                                                                         DRAWING TITLE:                                                                  DRAWING NUMBER                           REV
                                                                            DRAWN                  NN
                                                                                                                                            SCALE 1:20 A3                                            (RPEQ 15522)                                                                                                        RETAINING WALLS SECTION DETAILS
                                                                            DESIGN CHECK           DK
                                                                                                                                                                                               DRAWING STATUS
                                                                                                                                                                                                                                                              p 07 5443 8285                                                                                                                                ST02                                   1
                                                                                                                                                                                                                                                              e [email protected] w www.barlowshelley.com.au
                                                                            DATE                 MAR 2017
                                                                                                              This drawing is not to be copied or amended without written permission from
                                                                                                              Barlow Shelley Consulting Engineers                                                  FOR APPROVAL                                               a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
                                                                                                                                                                                                                                                                                                                         SHEET 1 OF 3

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