Approved Plans OPW21-0064

                                                                                                          ISOLATION JOINT TO EXISTING RETAINING                                                                                                                                                                                                                                              75    75
                                                                                                          WALL. COMPRESSIBLE FULL DEPTH FILLER
                                                                                                          TO JOINT WITH FLEXIBLE SEALANT OVER
                                                                                                                                                                                                                                                                                                      NEW EDGING TO GARDEN BEDS
                                                                                                                                                                                                                                                                                                      THROUGHOUT. HAND FORMED
                                      N12 TRIMMER BAR
 DRIVEWAY SLAB                                                                                                   EXISTING DRAINAGE                                                                                                                                                                    SM2 PROFILE WITH SLAB POUR.
                                      TO SLAB EDGE
                                                                                                                 PIPES TO BE RETAINED                                                                                                                                                                 SAW JOINTS TO EDGING AT 3m




                                                                                                                                                                                                                                                                                                                                                                    150
                                                                                                                 AND MADE GOOD.                                                                                                                                                                       cts TYPICALLY.
                                                                                                                                                                                                                                                                                                                                                                                                                N12 TRIMMER BAR




                                                                                                                                                                                                                                                                                                                                                                               75
       100




                                                                                                   300




                                                                                                                                                                                                                                                                                                                                                                                                                                                   100
REINFORCE AS
                                                                             ET1
PER SCHEDULE                                                                                                                                                                       50


                                                                                                         4-N12 TIE BARS




                                                                                                                                                               Ø300
                                                                                                                                                                                             4/N12 VERTICAL
                                                                                                                                                                                             R6-180 LIGS
                                                                                                                                                                                                                                                                                                                                                                                             TYPICAL SM2 EDGING DETAIL
                                                                                                                                                                                                                                                                                                                                                                                             NOT TO SCALE


                                                                                                                                                                  BORED PIER - BP1
                                                                                                                 EXISTING TIMBER                                      SCALE 1:20
                                                                                                                 RETAINING WALL TO
                                 2000min




                                                                                                                 BE MAINTAINED AND
                                                                                                                 MADE GOOD.                                                                                                                                                                                10mm APPROVED FLEXIBLE SEALANT OVER
                                                                                                                                                                                                                                                                                                           FULL DEPTH COMPRESSIBLE FILLER INSTALLED
                                                                                                                                                                  FOUND INTO STIFF MATERIAL                                                                                                                TO MANUFACTURERS SPECIFICATIONS
                                                                                                                                                                 MIN. 500 BELOW CANAL BANK &                                                                                                                                                                                                                75
                                                                                                                         CANAL SAND BANK
                                                                                                                                                                 MIN. 150 kPa BEARING CAPACITY
                                                                                                                                                                                                                                                                                                                                                                                                                             N12 TRIMMER BAR
                                                                                                   FGL                                                                                                                                                                                                                                                                                                     R6
                                                                                                                                                                                                                                                                                                                                                           EXISTING BUILDING OR
                                                                                                                                                                                                                                                                                                                                                               STRUCTURE.




                                                                                                                                                                                                                                                                                                                                                                                                                                                     100
                                              BP1


                                                             300                                NOM. 10mm OFFSET                                                                                                                                                                                                                                                                      'IJ' ISOLATION JOINT
                                                             DIA.                                                                                                                                                                                                                                                                                                                     NOT TO SCALE


                                              SECTION                             A
                                              SCALE 1:20                         300

                                                                                                                                                                         NOTE
                                                                                                                                                                          IT IS THE CONTRACTOR'S RESPONSIBILITY
                                                                                                                                                                          TO MAINTAIN ALL BARS PERPENDICULAR
                                                                                                                                                                          TO THE JOINT DURING CASTING                                                                                                                  10mm APPROVED FLEXIBLE SEALANT
                                                                                                                                                                                                                                                                                                                       INSTALLED TO MANUFACTURERS
                                                                                                                                                                                                                                                                                                                       SPECIFICATIONS

       10mm APPROVED FLEXIBLE SEALANT OVER
       FULL DEPTH COMPRESSIBLE FILLER INSTALLED                                                                                                                                                                           SAW CUT SLAB                                                                             30 DEEP
       TO MANUFACTURERS SPECIFICATIONS                                                                                            N12 TRIMMER BAR MUST BE                                                                                                                           6
                                                                                                                                                                                                                          (6mm X 30 DEEP) WITHIN 3                                                                 SAW CUT
                                                                                                75          75                    PARALLEL TO AND ACCURATELY
                                                                                                                                  LOCATED 75mm (±10mm) EACH
                                                                                                                                                                                                                          HOURS OF CONCRETE POUR.
                           R12 GALVANISED DOWELS
                                400 LONG AT 600 CTS                                                                               SIDE OF JOINT .
                                                                                                           R6
                                                                                                                                                         100




                                                                                                                                                                                                                                                                                                                                                                                                                                         -

                                                                                                                                                                                                                                                                                                                DANLEY CRACK INDUCER                                                                          NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                              APPROVED PLAN
                        240 LONG SLEEVED DOWEL                                                                                                                                                        CUT 100 FROM EVERY TRANSVERSE
                        SYSTEM IN SECOND POUR                                                                                                                                                            WIRE CENTRALLY UNDER JOINT.
                        NAILED TO FORMWORK
                                                                                                                                                                                                                                                                                                                                                                                                           OPW21/0064 23 MAR 2021
                                                         'DEJ' DOWEL EXPANSION JOINT                                                                                                                                                                  'SJ' SAW OR TOOL JOINT
                                                         NOT TO SCALE                                                                                                                                                                                                                                                                                                                                                    0        0.2        0.4   0.6     0.8      1m
                                                                                                                                                                                                                                                      NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                                        SCALE 1:20 A3




       CONTOUR
                                                                                                             PLAN DETAILS:               PLAN AMENDMENTS:                                                                                                                                                                                                                                    PLAN TITLE:

                                                                                                             Designed:             JT
                                                                                                                                        Rev   Date       Comment                                      Altered   Checked    DRIVEWAY AND CARPORT RECTIFICATION
                                                                                                                                                                                                                                                    SLAB AND FOOTING DETAILS
                                                                                                             Drawn:
                                                                                                             Checked:
                                                                                                                                   JT
                                                                                                                                   BR
                                                                                                                                         A    05/11/19   ISSUE FOR APPROVAL                             JT        BR
                                                                                                                                                                                                                           83 NOOSA PARADE, NOOSA HEADS
             A.B.N. 62 117 061 659
             PO Box 474, Buddina 4575, Qld
             6 Innovation Parkway, Kawana Waters 4575, Qld
                                                                                                             Datum:
                                                                                                             Date:
                                                                                                                                 AHD
                                                                                                                             NOV 2019                                                                                      ADVISORY SERVICES QLD                      FOR APPROVAL
             Ph. (07) 5493 9777    Fax (07) 5493 6888                                                                                                                                                                         This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
             Website: www.ContourCE.com.au                           Quality Assured
                                                                    International 3rd Party Accredited
                                                                                                                                                                                                                           any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
                                                                                                                                                                                                                           be used for construction without prior written approval.
                                                                                                                                                                                                                                                                                                                                                                                             PLAN No:   2155 01 S 320                                            REVISION:   A