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OPW14/0197 Approved Plans Part 2 (16-39)

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Plans and drawings

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Plotted by: Crawford, Suzanne 6/25/2014 4:12 PM




                                                                                                                                                                                                                                                                                  T +61




                                                                                                                                                                                                                                                                                  www.aecom.com
                                                                                                                                                                                                                CLIENT




                                                                                                                50    150




                                                                                                                                  FACE ANGLED
                                                                                                                                  EDGE TOWARD ROAD
                                                                                           550




                                                                                                                                  200x100x1200mm
                                                                                                                                  HWD BOLLARD POSITIONED AT 1.5m
                                                                                                                                  SPACINGS




                                                                                                                                  SURFACE FINISH AS SPECIFIED
                                                                                           50 50




                                                                                                                                          500mm CLEAN SITE TOPSOIL OVER
                                                                                                                                          FOOTING TO ALLOW FOR GRASS
                                                                                                                                          COVER, ETC.




                                                                                                                                          PACK AUGER HOLE WITH N20
                                                                                           550




                                                                                                                                          CONCRETE TO WITH 50mm OF                                             NORTH POINT / SCALE
                                                                                                                                          GROUND SURFACE. MIN. 100mm
                                                                                                                                          CONCRETE SURROUNDING POST.                                                   N
                                                                                                                                          ANGLE THE TOP OF THE FOOTING
                                                                                                                                          AWAY FROM THE BOLLARD.
                                                                                           50




                                                                                                                                          CONCRETE FOOTING TO A MIN.
                                                                                                                                          STRENGTH OF 17.5 MPa AFTER 21                                     Verify all dimensions on site prior to construction. Do not scale from drawing.
                                                                                                        100          200    100           DAYS                                                              All dimensions in millimetres unless otherwise stated.

                                                                                                                     400



                                                                                                                                          POSITION BOLLARD IN THE CENTRE
                                                                                                                                          OF FOOTING EXCAVATION




                                                                                                   FIXED TIMBER BOLLARD
                                                                                           01      SCALE 1:10
                                                                                                                                                                                                            OP3
                                                                                                                                                                                                            OP2
                                                                                                                                                                                                            OP1
                                                                                                                                                                                                                         RFI RESPONSE
                                                                                                                                                                                                                         OPERATIONAL WORKS
                                                                                                                                                                                                                         OPERATIONAL WORKS
                                                                                                                                                                                                                                                                                    25.06.14
                                                                                                                                                                                                                                                                                    23.04.14
                                                                                                                                                                                                                                                                                    17.03.14
                                                                                                                                                                                                                                                                                                        JL
                                                                                                                                                                                                                                                                                                        WW
                                                                                                                                                                                                                                                                                                        JL
                                                                                                                                                                                                            ISSUE        DESCRIPTION                                                DATE                CHECK




                                                                                                                                                                                                            SC                       SC                        WW                        25.06.14
                                                                                                                                                                                                            DESIGN                   DRAWN                     CHECK                     DATE
CAD Ref: P:\Projects\60314304\5. CADD\5.3 Working\5.3.1Sheets\Stage C\L-4304-STAGE C-904




                                                                                                                                                                                                               PROJECT NUMBER

                                                                                                                                                                                                                 6032 4304.01
                                                                                                                                                                                                               PROJECT
                                                                                                                                                                                     -
                                                                                                                                                                                     -
                                                                                                                                                                                                                 DOONELLA
                                                                                                                                                                              NOOSA COUNCIL
                                                                                                                                                                                                                 STAGE C
                                                                                                                                                                             APPROVED PLANS                    DRAWING TITLE

                                                                                                                                                                           OPW14/0197 3 OCT 2014                 DETAILS



                                                                                                                                                                                                   STATUS      DRAWING                                                                          ISSUE

                                                                                                                                                                                                   OP3           L-4304-STAGE C-904                                                             OP3
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