Appendix 3- Engineering Drawings · MCU17/0027

                     CAPPING BLOCK OR




                                                                                                                                                                                                                                              KN AT
                     DOMED CORE FILL




                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                           IC RO
                                                                                                                                                                                                                                                ES
                     (TYPICAL)




                                                                                                                                                                                                                                         TH TH
                                                                                                                                                                                                                                                             SL92 MESH,




                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                          12
                                                                                                                                                                                                                                                             50 COVER.
                                  WATER FEATURE
                                    BY OTHERS




                                                                                            1200Ht - 200 SERIES
                     N12 @ 400CRS HORIZ.
                                                                                                                                                                                      RETAINING                                                                                            SL92 MESH,
                                                                                                                                                                                      WALL RW2                                                                                             50 COVER.
                                                                                                                                                                                      FOOTING.
                     N12 @ 400 CRS,




                                                                                                                                                                                                                                                                                           KN AT
                     EACH WAY.




                                                                                                                                                                                                                                                                                        IC R O
                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                             ES
                                                                                                                                                                                                                                                                                      TH T H
                     SELECTED WATERPROOFING




                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                       12
                                                                                                                      DRIVEWAY AS SPEC'D.
                     TANKING WITH COREFLUTE.
                                                                                                                                                                                      RETAINING                                         APPROVED
                     'C' BLOCKS.                                                                                                                                                                                                      COMPACTED FILL
                                                                                                                                                                                      WALL RW2.
       200




                                                                                                                  N12 STARTER BARS @                                                                                                                   N12 DOWELS @
                                                          1000                                                    400CRS, 600 MIN LAP.                                                                                                                 300CRS, 600 LAP.
                                                                                                                                                                                                                    CONTINUOUS MOISTURE

                SL72 MESH,                  RW5                       N12 @ 400 CRS EACH
                                                                                                                                                                                                                    BARRIER ON COMPACTED
                                                                                                                                                                                                                    SAND BED.
                                                                                                                                                                                                                                                       RETAINING WALL
                                                                      WAY TOP & BOTTOM,                                                                                                                                                                RW2 FOOTING.
                40 COVER.
                                                                      50 COVER. (TYPICAL)


                      RW5 - RETAINING WALL DETAIL                                                                                                                                TYPICAL CONCRETE STAIR DETAILS
                      SCALE 1:20                                                                                                                                                 SCALE 1:20


                        NOTE: MIN. BOULDER MASS TO BE 500Kg
                        TYPICAL. ANGULAR BOULDERS TO BE USED                                                              400
                        TO PROVIDE MECHANICAL INTERLOCK.                                                                 MIN.




                                                                                 1
                                            WALL HEIGHT




                                                                        2
                                      'H'




                                                                                                                                   A14 GEOTEXTILE
                                                                                                                                   FABRIC.                                            BOULDER RETAINING WALL
                                                                                                                                                                                       WALL HEIGHT                        IN NATURAL
                                                                                                                                                                                                                                                  "W" WIDTH
                                                                                                                                                                                           "H"                              SOIL "D"
                                                                                                                                                                                       UP TO 1000mm                             300                    350
                                                                                                                                   CONCRETE BASE
                                                                                                                                   300 DEEP.                                                  1500mm                            500                    500
                                            OF TOE
                                            DEPTH
                                      'D'




                                                                                                                                                                                              2000mm                            700                    750

                                                                                                                                   Ø100 AGG. DRAIN,
                                                                                                                                   DISCHARGE FREE
                                                                                                                                   OF WALL.
                                                                       'W'
                                                                 MIN. W
                                                                        ID
                                                                 AT BA TH
                                                                        SE


                      BOULDER RETAINING WALL DETAIL
                      NOT TO SCALE
                                                                                                                                                                                                                                                                                                                             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                             4        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                                                                                  ST04                 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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