RFI - 22-0360 Civil Issue F

                                                                                                                                                                                                                                                                                                                                                                                                                          LEGEND - PROPOSED:
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAWN JOINT
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    N                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DOWEL JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE VEHICULAR PAVEMENTS - TYPE C1




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE VEHICULAR PAVEMENTS - TYPE C2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE FOOTPATHS - TYPE C3




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                                                                                                                                                                                                                                                                                                                      MATCH NEATLY TO
                                                                                                                                                                                                                                                                                                                      EXISTING PATH
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                                                                                 Driveway Slab:
                                                                                 150 SLAB
                                                                                 SL82 Mesh                                                     D.J
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                                                                                 40 Top Cover                                                                                                                                                                      S.J
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                                                                                 F'c = N32                     .




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                                                                                                  S.J                                    S.J




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                                                                                                                     S.J
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                                                                                                                                                                      S.J                                                                                                                           TAKE UP & REMOVE EXISTING PATH




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                                                                                                                                                                         .                            D.                                                                                            & CONSTRUCT 2m WIDE CONCRETE




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                                                                                                                                                                                                                                                                                                    PATH IN ACCORDANCE WITH N.S.C
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                                                                                     J.                                                                                                                                                                                                             SPECIFICATIONS
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                                                                                                                                                                                                                                                                                               CONSTRUCT 4m WIDE RESIDENTIAL




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                                                                                                                                                                                                                                                                                               CROSSOVER. REFER IPWEA Std
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                                                                                                                                                                                                                                                                                               Dwgs RS-049/050 FOR DETAILS


                                                                                                                                                           D.                                                                          Crossover Slab:
                                                                                                                                                             J.                                                                        175 SLAB
                                                                            E
                                                                            AT
                                                                        G




                                                                                                                                                                                                                                       SL82 Mesh




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                                                                                                                                                                                                                                       40 Top Cover




                                                                                                                                                                                                                                                                                                                                           EE
                                                                                                                                              S.J                                                                                      F'c = N32
                                                                                                                                                   .




                                                                                                                                                                                                                                                                                                                                    TR
                                                                                                                                                                                                                                                                                                                                  NS
                                                                                                                              S.J
                                                                                                                                  .                                                                          Footpath Slab:




                                                                                                                                                                                                                                                                                                                             SO
                                                                                                                   S.J                                                                                       100 SLAB
                                                                                                                          .                                                                                  SL72 Mesh




                                                                                                                                                                                                                                                                                                                         ER
                                                                                                                                                                                                             Central




                                                                                                                                                                                                                                                                                                                    ND
                                                                                                                                                                                                             F'c = N32




                                                                                                                                                                                                                                                                                                                HE
                                                                                                                                                       MATCH NEATLY TO
                                                                                                                                                       EXISTING PATH




                                                                                                  PLAN
                                                                                          SCALE A1 - 1 : 100
                                                                                                A3 - 1 : 200

                                                                                                                                                                                                                               Issue    Made By    Date       Description
                                                                                                                                                                                                                                                                                                         PROPOSED RESIDENCE                                                                                                                                                            Scale : AS SHOWN             NOTES:
                                                                                                                                                                                                                                 F      M.T.       20/02/23   For Operational Works Approval
                                                                                                                                                                                                                    REVISION




0       1     2   4   6           8           10m                                                                                                                                                                                                                                                        at No.3 HENDERSON STREET SUNSHINE BEACH                                                                                                                                       Job No.: 22-0360             1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2. Scale is correct at A3.
                                                                                                                                                                                                                                                                                                         Client: JMML DEVELOPMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Dwg No.: C05                 3. Check and verify all dimensions
SCALE 1:100                               @A1                                                                                                                                                                                                                                                            Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT   Date : 16/05/22                                                                                                       prior to commencement of work.
                                                                                                                                                                                                                                                                                                         Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER                      Date : 16/05/22   Ph: (07) 5444 5578   Email: [email protected]           PAVEMENT PLAN