Plans for Approval OPW21/0144

                                                                                                                                                                                                                                                                                                                                                                                                     -

                                                                                                                                                                                                                                                                                                                                                                                              NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                              APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                           OPW21/0144 24 SEP 2021
                                                                                                                                                                                                                                                                                                                                                           100x38 UNS F14 HWD H3
                                                                                                                                                                                                                                                                                                                                                           TREATED RAILS CONT 2-SPANS.
                                                                                                                                                                                                                                                                                                                                                           FIX 1/M10 GALV BOLT EACH SIDE
                                                                                                                                                                                                                                                                                                                                                           OF UC FLANGE.
                                                                                  EXISTING SLOPE SHALL HAVE SCOUR
                                                                                  PROTECTION AND NATIVE SHRUBS WITH




                                                                                                                                                                                                                                                                                  1200 MAX FENCE
                                                                                  STABILISING ROOT SYTEMS TO BE SPECIFIED
                                                                                  BY A SUITABLY QUALIFIED HORTICULTURIST.                                                                                                                                                                                                                                  H3 TREATED HWD PAILINGS.

                                                                                  NEW FENCE POSTS & BORED PIERS SHALL BE
                                                                                  INSTALLED AT INTERMEDIATE SPACINGS TO
                                                                                  EXISTING RW POSTS = 2000mm SPACINGS MAX.                                                                                                                                                                              100UC 14.8 UNIVERSAL
                                                                                                                                                                                                                                                                                                        COLUMN SOLDIERS
                                                                                                                                                                                                                                                                                                        @2000mm SPACINGS
                                                                                                      1                                                                                                                                                                                                 HOT DIP GALVANISED.
                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                              LEVEL BACKFILL                                                                                                                                                                                                                LEVEL BACKFILL
                                                                                               20
                                                                                                                                                                                                                                                                                                                                       20
                                                                                                                                  IMPERMEABLE CLAY                                                                                                                                                                                                              IMPERMEABLE CLAY
                                           'HT' MAX = 1000




                                                                                                                                                                                                                                                                                  'HT' MAX = 1000
                                                                                                                                  CAPPING LAYER.                                                                                                                                                                                                                CAPPING LAYER.
                                                                100UC 14.8 UNIVERSAL
                                                                COLUMN SOLDIERS                                                                                                                                                                                                                         NEW FENCE POSTS FIRM
                                                                @2000mm SPACINGS                                                  FREE DRAINING                                                                                                                                                         AGAINST EXISTING                                        FREE DRAINING
                                                                HOT DIP GALVANISED.                                               GRANULAR BACKFILL.                                                                                                                                                    SLEEPERS PROVIDE FC                                     GRANULAR BACKFILL.
                                                                                                                                  A14 BIDIM                                                                                                                                                             PACKING IF REQUIRED.                                    A14 BIDIM
                                                                                                                                  GEOTEXTILE FABRIC.                                                                                                                                                                                                            GEOTEXTILE FABRIC.
                                                                PROPRIETARY 200D x 75
                                                                PRE-CAST REINFORCED                                                                                                                                                                                                                                                                             EXISTING REINFORCED
                                                                CONCRETE SLEEPERS.                                                                                                                                                                                                                                                                              CONCRETE SLEEPERS.
                                                                                                                                   100Ø AGG PIPE WITH
                                                                                                  PE.                              FILTER SOCK DRAIN TO                                                                                                                                                                             PE.
                                                                                              SLO                                                                                                                                                                                                                                 LO
                                                                                     G                                             OUTLET.                                                                                                                                                                                      GS
                                                                                  TIN                                                                                                                                                                                                                              TIN
                                                                            XIS                                                                                                                                                                                                                                EXIS
                                                                       :3 HE                                                                                                                                                                                                                               :3H
                                      1200 DEPTH MIN @2000crs




                                                                     1V                                                                                                                                                                                                                                  1V




                                                                                                                                                                                                                                                                             1700 DEPTH MIN @2000crs
                                                                                    SW1                                             Ø450 M.C BORED PIERS.                                                                                                                                                                                                        Ø450 M.C BORED PIERS.
                                                                                                                                    N25 CONC.                                                                                                                                                                                                                    N25 CONC.



                                                                                                                                                                                                                                                                                                                   NFP
                                                                                    150 MAX




                                                                                                                                                                                                                                                                                                                                                           Ø450 FORMATUBE
                                                                                                                                                                                                                                                                                                                                                           SLEEVE INSERT




                                                                                                                                                                                                                                                                                                                      250 MAX
                                                                                                             450

                                                                  EXISTING SLEEPER RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                450
                                                                             ESW DETAIL 1:20@A3
                                                                                                                                                                                                                                                                                                           NEW FENCE POST NFP DETAIL

                                                                                                                                                                                                                                                                                                              SECTION A
                                                                                                                                                                                                                                                                                                              SCALE 1:20 @A3                    01




                                                                                                                                                                                                                                                                                                       StructuraLinc Consulting Engineers PROPOSED ADDITIONAL WORKS TO AN EXISTING RW                    PROJECT No:
REV DATE        DESCRIPTION                                                 BY CHKD DRAWING DETAILS                                         DRAWING SCALE uno                                                                                                                                          Lincoln Roberts - CPEng, NER, RPEQ AT: 3 ENTERPRISE STREET, SUNSHINE BEACH                            21-039
A   27-08-2021 FOR COUNCIL APPROVAL                                          LR               KA        DESIGN      LR                                                                                                                                                                                                                                                                                       2 of 2
                                                                                                                                    0          0.2         0.4         0.6         0.8        1.0m         C:\Users\Lincoln\Desktop\StructuraLinc\Admin Docs\Logos\TB2.jpg
                                                                                                                                                                                                                                                                                                       www.structuralinc.com                          FOR: MS SOPHIE FARQUHAR & MR RYAN THOMSEN
                                                                                                        DRAWN       LR                                                                                                                                                                                 ph: 0478 009468
                                                                                                        CHECK BY    KA                                                                                                                                                                                                                                DRAWING TITLE:                                     DWG No:     REV
                                                                                                                                                           SCALE 1:20 A3                                                                                                                               e:   [email protected]
                                                                                                        DATE       AUG 2021                                                                                                                                                                                                                           EXISTING SLEEPER WALL DETAIL                          02       A
                                                                                                                                  This drawing is not to be copied or amended without written permission
                                                                                                           FOR APPROVAL           from StructuraLinc Consulting Engineers
                                                                                                                                                                                                                                                                                                                                                      NEW FENCE POST SECTION DETAIL.