Appendix 3- Engineering Drawings · MCU17/0027

                                                                                            SELECTED DRAIN (CONCRETE
                                                                                            SPOON OR GRATED CHANNEL)

                                                                                                                                                                                                                                                                                                                     HANDRAIL BY OTHERS.
                                                                                                                                CAPPING BLOCK OR DOMED
                                                                                                                                                                                                                                                                DRIVEWAY AS SPEC'D.
                                                                                                                                CORE FILL. (TYPICAL)
                                 1200Ht - 200 SERIES




                                                                                                                                                                                            1200Ht - 200 SERIES
                                                       GRAVEL                                                                   N12 @ 400CRS HORIZ.
                                                       BACK FILL.                                                                                                                                                                                                                                                    N12 @ 400CRS SLAB TIES.
                                                                                                                                                                                                                                                                                                                     (600 LAP, TYPICAL)
                                                                                                                                                                                                                                             A14 GEOTEXTILE
                                                                                                                                                                                                                                             FABRIC.

                                                                                                                                N12 @ 400 CRS, VERTICAL.
                                                       A14                                                                                                                                                                                   GRAVEL BACK FILL.
                                                       GEOTEXTILE




                                                                                                                                                                                                                                                                                                                                                1800Ht - 200 SERIES
                                                       FABRIC.                                                                                                                                                                                                                                                       N12 @ 400 CRS, EACH WAY.

                                                                                                                                                                                                                                             A14 GEOTEXTILE
                                                                                                                                2/Ø90 AGG. PIPES 1:100 MIN                                                                                   FABRIC.
                                                                                                                                                                                                                                                                                                                     N12 @ 400CRS HORIZ.
                                                                                                                                FALL DISCHARGE CLEAR OF
                                                       SELECTED                                                                 WALL.
                                                       WATERPROOFING                                                                                                                                                                         2/Ø90 AGG. PIPES 1:100




                                                                                                                                                                                            800Ht - 300 SERIES
                                 800 - 300 SERIES




                                                       TANKING WITH                                        200                                                                                                                               MIN FALL DISCHARGE                                                      SELECTED WATERPROOFING
                                                                     55 COVER
                                                       COREFLUTE.                                                                                                                                                                            CLEAR OF WALL.                                                          TANKING WITH COREFLUTE.

                                                                                                                                                                                                                                                                                                                  55 COVER
                                                                                                                                                                                                                                                               SL72 MESH,
                                                                                                                                                                                     FILL
                                                                                                                                                                               400
                                                                                                                                                                                                                                                               40 COVER.
                                                                                                                       'C' BLOCKS.                                                                                                                                                                                    'C' BLOCKS.
                                 300




                                                                                                                                                                                                                                                                                                                                                300
                                                                                                                                                                                                                                                                                                                     N16 STARTER BARS @
                                                                                                                                                                                                                                                                                                                     200CRS, 800 MIN LAP.


                                                                                                    1400                                                                                                                                                                          1400                                   3-N16 1500 LONG,
                                                                                                                                                                                                                                                                                                                         50 TOP COVER.
                                                                                              RW3                                                                                                                                                                           RW4                                          N20 BAR, 450 LONG.

                                                                                   N12 @ 400CRS EACH                              N16 STARTER BARS @                                                                                                      N12 @ 400CRS,
                                                                                   WAY TOP & BOTTOM,                              200CRS, 800 MIN LAP.                                                                                                    BOTTOM 50 COVER.
                                                                                   50 COVER. (TYPICAL)

                                                       RW3 - RETAINING WALL DETAIL                                                                                                                                                        RW4 - RETAINING WALL DETAIL
                                                       SCALE 1:20                                                                                                                                                                         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                                                                3        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                                                                                                                     ST03                 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
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