Appendix 3- Engineering Drawings · MCU17/0027

     THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE             REINFORCED CONCRETE NOTES:
     GEOTECHNICAL REPORT REFERENCE:
     BY:         TECTONIC ENGINEERS                                 1. ALL FOOTINGS TO BE FOUND INTO STIFF TO VERY
     REF:        17019-001-Rev0                                        STIFF SILTY CLAY OF YELLOW BROWN AND PALE
     DATED:      7th FEBRUARY 2017                                     GREY APPEARANCE.                                                                                                                                                                                                             PROPOSED RESIDENCE BY OTHERS.
     ALL FOOTINGS TO BE FOUND INTO SIMILAR FOUNDATION               2. ALL BEAMS TO HAVE N12 CORNER BARS (600x600) TO
     MATERIAL. SHOULD THE FOUNDATION MATERIAL VARY                     MATCH REINF AS SPECIFIED. PROVIDE 2/N12 SPLICE
     FROM THE SITE INVESTIGATION REPORT, CONSULT                                                                                                                                                                              ET1                                                                                                                                                       ET1
                                                                       BARS (600mm LAP) AT ALL BEAM JUNCTIONS.
     ENGINEER.                                                      3. BASES OF ALL EXCAVATIONS TO BE FINISHED SOUND
     NOTE: THE FOOTINGS & SLAB AS DETAILED HAVE BEEN                   AND FREE OF ANY LOOSE MATERIAL PRIOR TO
                                                                                                                                                                                                                               125
                                                                       PLACEMENT OF CONCRETE.
     DESIGNED FOR         "S"
                       TYPE SOIL CLASSIFICATION IN
                                                                    4. TERMITE PROTECTION TO BE PROVIDED IN
     ACCORDANCE WITH AS2870-2011.                                                                                                                                                                                              SCJ                                                                                                                                                      SCJ
                                                                       ACCORDANCE WITH THE BUILDING CODE OF
                                                                       AUSTRALIA AND OTHER RELEVANT CODES.
     CONCRETE NOTES:                                                5. ALL SURFACE RUNOFF TO BE DIRECTED AWAY FROM




                                                                                                                                                                                                                                                                                                                                                                                                    ET1
                                                                       RESIDENCE. PROVIDE SURFACE FALLS TO SUIT.                                                                                                                                                                                                                                                                       125
     1. ALL SLAB THICKNESSES ARE NOMINAL ONLY. ALL                  6. IF LARGE TREES ARE REMOVED DURING SITE




                                                                                                                                                                                                                     ET1
        FALLS ARE IN ADDITION TO THE THICKNESS                         PREPARATION THE VOIDS ARE TO BE EXCAVATED,
        NOMINATED. SLAB TOP REINFORCEMENT TO MATCH                     BACKFILLED & COMPACTED WITH SUITABLE                                                                                                                                                                                                                                                                            SCJ
                                                                                                                                                                                                                                        SCJ
        SLAB FALLS.                                                    MATERIAL SIMILAR TO THE EXCAVATED MATERIAL.




                                                                                                                                                                                                                                                                ET1
     2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH




                                                                                                                                                                                                                                                                                                                                                                           ET1
        ARCHITECTS, HYDRAULIC AND CIVIL CONSULTANTS
        DRAWINGS FOR ALL LEVELS, FALLS, GRADES,                      FOOTING LEGEND:
        DRAINAGE ETC.
                                                                                                                                                                                                                                                                                                                                                   WATER FOUNTAIN
     3. SLAB SURFACE IS TO BE CURED UTILISING FOSROC                MARK         DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                   BY OTHERS.
        CONCURE HR90 APPLIED IN ACCORDANCE WITH                                                                                                                                                                                                       S CJ                                                                                                                       SCJ
                                                                         ET1     300W x 250D M.C. EDGE THICKENING
        MANUFACTURERS SPECIFICATIONS.
                                                                         SCJ     SAW-CUT CONSTRUCTION JOINT

     SLAB NOTES:                                                         TDJ     TWO-WAY DOWELED CONSTRUCTION JOINT                                                                                                                                                 5




                                                                                                                                                                                                                                                                                                                                                                                              ET1
                                                                                                                                                                                                                                                                 12
     DRIVEWAY SLABS:                                                     SP1   10T SWL SCREW PIER 600 CLEAR OF SEWER
                                                                                                                                                                                                                                                                           J
     N32 CONCRETE GRADE | 125mm THICK MINIMUM                                  FOUND 300 MIN BELOW INVERT.                                                                                                                                                              SC




                                                                                                                                                                                                                                                ET
                                                                                                                                                                                                                                                                                                                                                                      SC




                                                                                                                                                                                                                                                  1
     SL92 MESH, 40mm TOP COVER                                                                                                                                                                                                                                                                                            ET1                                             J




                                                                                                                                                                                                                                                                                                            SC
                                                                                                                                                                                                                                                                                                             J
                                                                                                                                                                                                                                                                                                                                J
                                                                                                                                                                                                                                                                                                                           TD                               125




                                                                                                                                                                                                                                                                                                                                                  SC
                                                                                                                                                                                                                                                                                                                                                   J
               PROVIDE 20mm SAW CUT                         SL92 MESH,
               FILL WITH APPROVED                           40 TOP COVER.                                         SL92 MESH, 40 TOP COVER.                                                                                                                                                              J
                                                                                                                                                                                                                                                                                                   TD                                                               ET1




                                                                                                                                                                                                                                                                        SC




                                                                                                                                                                                                                                                                                                                                    SC
               FLEXIBLE SEALANT.




                                                                                                                                                                                                                                                                          J
                                                                                                                                                                                                                               INDICATES APPROX.




                                                                                                                                                                                                                                                                                                                                       J
                                                                                                                                                                                              OPTIONAL KERB /
                                                                                                                                                                                              WHEEL GUARD.                     LOCATION OF




                                                                                                                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                                                                                                                                           SP
                                                                                                                                                                                                                               DRAINAGE PIT TO
                                                                                        125
         125




                                                                                                                                                                                FSL




                                                                                                                                                                                       200
                                                                                                                                                                                                                               BE REMOVED.                                 J
                                                                                                                                                                                                                                                                        TD
                                                                                                                                                                                ET1




                                                                                                                                                                                                                                                                                         SC
               COMPACTED SANDBED              SCJ           CUT EVERY SECOND                                                                                                                                                                                                                                          1




                                                                                                                                                                                                                                                                                               J
                                                                                                        3-L11 TM, 50mm                                       300                                                                                                                                                 ET
               WITH VISQUEEN                                WIRE OF MESH IN
                                                                                                        BOTTOM COVER.
               VAPOUR BARRIER OVER                          LINE WITH JOINT.                                                                                                                                                                                                 125                                 1
               (CONTINUOUS)                                                                                                                                                                                                                                                                                 SP

                   SAW-CUT JOINT SCJ                                                    EDGE THICKENING ET1                                                                                                                                                                                                                                2-N12 CRACKER BARS




                                                                                                                                                                                                                                                               ET
                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                                                           TO MAN HOLE.

                   SCALE 1:20                                                           SCALE 1:20
                                                                                                                                                                                                                                                                                                                     INDICATES APPROX.
                                                                                                                                                                                                                                                                                                                     DRAINAGE PIT.
                                     30mm UV RATED SEALANT.                                   TERMINATE MESH
                                                                                              50 FROM SLAB EDGE.
                                     N12 TRIMMER TO EACH                                      PLATE DOWEL
                                     SLAB. 30 EDGE COVER.                                     SLEEVE. (TAPERED)
                                                                                                                                                                                                                                                                EXISTING DRIVEWAY
                                                                                                                                                                                                                                                                TO REMAIN.
                                        125




                                      COMPACTED SANDBED WITH                           LESA SYSTEMS PLATE DOWEL.
                                      CONTINUOUS POLYTHENE
                                                                           TDJ         INSTALLED TO MANUF. SPEC. 10mm
                                      MEMBRANE OVER.                                   PLATE DOWELS IN JOINT.
                                                                                                                                                                                                   DRIVEWAY SLAB LAYOUT & SLAB JOINT PLAN 1:100 @ A3
                                    TWO-WAY DOWELED JOINT TDJ                                                                                                                                      REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL SET OUT DIMENSIONS, FINISHING, FLASHING, SURFACE FALLS AND WATER PROOFING. etc

                                    SCALE 1:20
                                                                                                                                                                                                                                                                                                            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             1.0            2.0             3.0            4.0           5.0m         .................                                                                                                  G & M ROBERTSON                                                                                     5        5


                                                                                                                                                                                             DANIEL KENNA                                                                                                   DRAWING TITLE:                                                                           DRAWING NUMBER          REV
                                                                  DRAWN               NN
                                                                                                                             SCALE 1:100 A3                                                   (RPEQ 15522)                                                                                                  DRIVEWAY SLAB LAYOUT & SLAB JOINT PLAN
                                                                  DESIGN CHECK        DK
                                                                                                                                                                                      DRAWING STATUS
                                                                                                                                                                                                                                    p 07 5443 8285                                                                                                                                                        ST05                1
                                                                                                  This drawing is not to be copied or amended without written permission from                                                       e [email protected] w www.barlowshelley.com.au
                                                                  DATE              MAR 2017      Barlow Shelley Consulting Engineers                                                        FOR APPROVAL                           a PO Box 899 Maroochydore 4558 ABN 89 215 591 077