22-0360 Civil Issue G

                                                                                                                                                                                                                                                                                                                                                                                             LEGEND - PROPOSED:
                                                                                                                                                                                                                                                                                                                                                                                                                   S.J.
                                                                                                                                                                                                                                                                                                                                                                                                                                                  SAWN JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                   D.J.
    N                                                                                                                                                                                                                                                                                                                                                                                                                                             DOWEL JOINT




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                                                                                                                                                                                                                                                                                                                                                                                                                                                  CONCRETE VEHICULAR PAVEMENTS - TYPE C1
                                                                                                                                                                                                                                                                                                                                                                                                                                                  CONCRETE VEHICULAR PAVEMENTS - TYPE C2




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                                                                                                                                                                                                                                                                                                                                                                                                                                                  CONCRETE FOOTPATHS - TYPE C3




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                                                                    GROUND FLOOR FFL39.50
                                                                      BASEMENT FFL36.50




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



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                                                                                                                                                                                                                                                          J.
                                                                                                                         S.J




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                                                                                                                                        S.J
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                                                                                                                                              S.J




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




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                                                                                                                                                                         S.J




                                                                                                                                                  D.J
                                                                                                                                                                            .                                    D.                                                                   & CONSTRUCT 2m WIDE CONCRETE




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                                                                                                                                                                                             S.J
                                                                                                                                                                                                                   J.
                                                                                                                                                                                                                                                                                      PATH IN ACCORDANCE WITH N.S.C
                                                                                                                                                                                                                                                                                      SPECIFICATIONS




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                                                                                                                                                                                                    .
                                                                                                                                                                                                                                                                            CONSTRUCT 4m WIDE RESIDENTIAL




                                                                                                                                                                                               S.J
                                                                                                                                                                                      D.
                                                                                                                                                                                        J.
                                                                                                                                                                                                                                                                            CROSSOVER. REFER IPWEA Std
                                                                                                                                                                          S.J                                                                                               Dwgs RS-049/050 FOR DETAILS
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                                                                                                                                                               D.                                                                      Crossover Slab:
                                                                                                                                                                 J.                                                                    175 SLAB
                                                                                                                                                                                                                                       SL82 Mesh




                                                                                                                                                                                                                                                                                                                                        T
                                                                                                                                                                                                                                       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                                                                                                                                                                  G      M.T.          22/06/23   For Operational Works Approval
                                                                                                                                                                                                                                                                            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