22-0360 Civil Issue A

                                                                                                                                                                                                                                                                                                                                                                                                                                  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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONCRETE FOOTPATHS - TYPE C3




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                                                                                                                                                                                                  GA
                                                                                                                                                                                                 TE
                                                                                                                                                                                                                                                                                                                              MATCH NEATLY TO
                                                                                                                                                                                                                                                                                                                              EXISTING PATH

                                                                                                                                                       S.J
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                                                                                    Driveway Slab:
                                                                                    150 SLAB
                                                                                    SL82 Mesh
                                                                                    40 Top Cover                                                                                                                                                                           S.J
                                                                                                                                   D.                                                                                                                                         .
                                                                                                                                     J.
                                                                                    F'c = N32


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                                                                                                                                                                                                                                                                 J.
                                                                                                                S.J




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                                                                                                           J.                                                                                                                          S.J
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                                                                                                                                                                                                                                                                                                            TAKE UP & REMOVE EXISTING PATH




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                                                                                                                                                                            S.J




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                                                                                                                                                                               .                              D.                                                                                            & CONSTRUCT 2m WIDE CONCRETE




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                                                                                                                                                                                                S.J
                                                                                      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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                                                                            E
                                                                        AT
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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:
                                                                                                                                                                                                                                         A      M.T.       05/07/22   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