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Plans 2155 01 S A FOR APPROVAL 06 11 2019

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                      N12 CORNER BAR T&B
                      FULL LAP TO BEAM




                                                                                                                                                                                                                                                                                      <200
                      REINFORCEMENT.




                                                                                                                                             N12 CORNER BAR T&B
                             N12 CORNER BAR T&B
                                                                                                                                             FULL LAP TO BEAM
                             FULL LAP TO BEAM
                                                                                                                                             REINFORCEMENT
                             REINFORCEMENT


                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                      MAX SLOPE 1:1


GROUND BEAMS                                                                                                GROUND BEAMS
                                                                                                                                                                                                                                                                                              TYPICAL FOOTING ON GRADE
CORNER DETAIL                                                                                               INTERSECTION DETAIL                                                                                                                                                               SCALE 1:20
                                                                                                            SCALE 1:20
SCALE 1:20




                                                                                                                                                                                            TYP. FABRIC LAP WITH
                                                                                                                                                                                            REVERSED SHEETS
                                                                                                                                                                                            AND CUT CORNERS
        NOTE:                                                                                                                                                                                                                                                                                              SHEET 2
        RECOMMENDATION IS MADE THAT THE
        HOUSE SEWER LINE UTILISE 200mm
        SLIPJOINTS BETWEEN JUNCTIONS
                                                                                                                                                                                                                                                                                                          PITCH + 25mm                                         SHEET 1


                                 FGL
                                                                                                                                                                                                                                                                                                              TYP. LAP ELEVATION

                                                            PLASTIC SWIVEL JOINT
                                                            OR EQUIVALENT


                                                                                                                                                                                                                                                                                                                                     NOTE :
                                                                                                                                                                                                                                                                                                                                     3 LAYERS OF WIRE
                                                                                                                                                                                                                                                                                                                                     EVEN AT CORNERS

                                            TYPICAL RECOMMENDED PIPE                                                                                                                                                                                                                                                   REINFORCEMENT LAPS
                                            SERVICES THROUGH SLAB                                                                                                                                                                                                                                                      N12             .....500
                                            NOT TO SCALE                                                                                                                                                                                                                                                               N16             .....650
                                                                                                                                                                                                                                                                                                                       N20             .....800
                                                                                                                                                                                                                                                                                                                       MESH            .....2 CROSS WIRES + 25MM
                                                                                                                                                                                                      FABRIC LAP DETAILS
                                                                                                                                                                                                     NOT TO SCALE


                                                                                                                                                                                                                                                                                                                                                                          0   0.2    0.4     0.6    0.8      1m

                                                                                                                                                                                                                                                                                                                                                                                    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 321                          REVISION:   A
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