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Approved Plans OPW20-0083 · OPW20/0083

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MH:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         IL:1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LL:
                                                                                                                                                                                                                                                                                         -
                  2
                  .0
         4

                          1
             0


                       12
                                                                                                                                                                                                                                            NOOSA COUNCIL
          1.
              12
                                  15
                                      1.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        115
                                         12




                                                                 121




                                                                                                                                                                        25
                                                                                                                                                                        0.
                                                                                                                                                                                                                                            APPROVED PLAN




                                                                                                                                                                             12
                                                                                                                                                                                                                                        OPW20/0083 24 NOV 2020
                                                                                                                                                                                                                                         As annotated by Council




                                                                                                                                                                                                                                                                                                                                                                                                                                                    117




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    116
                                                                                                                                                                                                                                                                                                                   119




                                                                                                                                                                                                                                                                                                                                                                                              118
                                                                                                                                                                                                                                  120
                                                                                                                                                         32
                    22




                                                                                                                                                            0.
         24

                  1.




                                                                                                                                                              12
             1.

                        12
              12


                                  35
                                1.
                                       12




                                                                                                                                                                                                                                                                                                                                       Assumed Alignment of Existing Stormwater/Roof Water Pipe
                                                                                                                      Exotic




                                                                                                                                                                                                                                                                                   DP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               03
                                                                                                                                                                                                                                       Poinciana




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1 5.
                                                                                                     83
                                                                                                      0.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                          12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Proposed Deck
                                                                                                                                                                                                                                                                                                                                                                                                                                                             Secondary
                                                                                                                                                                                                                                                                                                                                                                                                                                                             Residence
                                                                                                                                                                                                                                                                                                                                                                                                                                                             Proposed
                                                                                                                                                                                                                              36
                                                                                                                                                                                                                            0.
                                                                                                                                                                                                                                  12




                                                                                                                                                                                                                                                                                        Deck
                                                                                                                                                                                                                                                                                        Area




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Area
                                                                                                                                                                                                                          Tie DN100 PVC Stormwater Pipe
                                                                                                                                                                                                                          from Strip Drain into existing                                                                                                                                                                                                                                                                   Existing Stormwater
                                                                                                                                                                                                                          Roof Water stormwater pipe sys.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           soak-away Trench - 800mm




                                                                                                                                                                                                                                                                                   DP
                      56                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Deep x 300mm Wide
         58




                    1.
          1.




                                                                                                                                                                                                                                                            ipe
                  12
              12


                                9    6
                                  1.




                                                                                                                                                                                                                                                          rP
                                       12




                                                                                                                                                                                                                           No. 26

                                                                                                                                                                                                                                                         ate
                                                                                                                                                                                                                                                       /W
                                                                                                                                                                                                                                                     2S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        115
                                                                                                                                                                                                                                                   SN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       IL:114.33out
                                                                                                                                                                                                                                          C
                                                                                                                                                                                                                                       PV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       IL:114.34in
                              BM: Nail in Kerb




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LL:115.69
                                                                                                                                                                                                                                    m
                                                                                                                                                                                                                               0m




                                                                                                                                                                                                                                                                                                                                                                                                                                                           Area
                              RL: 121.96




                                                                  Saw Cut existing driveway
                                                                                                                                                                                                                            10




                                                                                                                                                                                                                                                                                                                                                                                                                                                           Proposed Garage
                                                                  slab and demolish




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MH:
                                                                                            Match New driveway to
                                                                                            Existing driveway Levels.
                                              CH 0.00

                                                               CH 1.00



                                                                                    CH 2.50



                                                                                                            CH 4.00




                                                                                                                                                                                                             IL120.78




                                                                                                                                                                                                                                                                                                93
                                                                                                                                                                                                                                                                         28




                                                                                                   Existing Driveway to remain.
                                                                                                                                                                                                                                                                                        11


                                                                                                                                                                                                                                                                                                  9.
                                                                                                                                                                                                                                                                          0.




                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                                                                                                                                                            .
                                                                                                                                                                                                                                                                                         20
                                                                                                                                                                                                                                                                              12




                                                                                                                                                                                                                                                                                              1
                   CH -1.40




                                                                                                 70
                                                        9  9




                                                                                                             .
                                                        1.




                                                                                                       43 21




                                                                                                                                                                                                                                                                                                                                                                                                                                                          Area
                                                         98 12




                                                                                                     1. 1
                                                                                0
                                      98




                                                                                                                                                                                                                                                                                    Existing Driveway & Crossover
             84




                                                                                                                                                                                                    7
                                                                                   7




                                                                                                                                                                                                            9                                                                                                                                                                                                                                             Proposed Carport
                                                            1.




                                                                                1.
                                         1.




                                                                                                                                                                                                         0.
                 1.




                                                               12




                                                                                    12




                                                                                                            12
                                             12
                   12




                                                                                                                                                                                                      12
                                                                                                                                                                                                                                   Saw Cut existing Driveway Slab
                                                        8




                  86                                                                              63
                                                           8




                                                                                                                                                                                                                                   and install 250mm Wide x 200mm
         89




                                                                                                1.
                                                        1.




                      1.
                                                                                                                                                                                                         IL120.80
                                                            12
          1.




                    12                                                                                 12
                                                                                                                                                                                                                                   Deep Strip Drain as Detailed.
              12




                                                                                                          43
                                   99




                                                                                                            1.
                                      1.




                                                                                                                 12
                                           12




                                                                                                                                                                                                                            90
                                                                                                                                                                                                                               0.
                                                                                                                                                                                                                                  12
                                                                                                                                                                             0.1 dia
                                                            00
                                                               2.
                                                                   12
             122




                                                                                                                                                                                                                                                                                                                                                                                                          pe
                                   06




                                                                                                          46




                                                                                                                                                                                       IL120.94
                                       2.




                                                                                                            1.




                                                                                                                                                                                                                                                                                         15
                                                                                                                                                                                                                                                                         36
                                           12




                                                                                                                 12




                                                                                                                                                                                                                                                                                            .
                                                                                                                                                                                                                                                                         0.




                                                                                                                                                                                                                                                                                                                                                                                                        Pi
                                                                                                                                                                                                                                                                                         20
              99




                                                                                                                                                                                                                                                                              12




                                                                                                                                                                                                                                                                                              1
                  1.




         3
                       12




             0
          2.




                                                                                                                                                                                                                                                                                                                                                                                                     er
                                                                                                                                                                                                                          96




              12
                                                                                                                                                                                                                              .
                                 13




                                                                                                                                                                                                                           20




                                                                                                                                                                                                                                                                                                                                                                                                    at
                               2.




                                                                                                                                                                                                                               1
                                      12




                                                                                                                                                                                                                                                                                                                                                                                                fW
                                                                                                                                                                                                                           No. 28




                                                                                                                                                                                                                                                                                                                                                                                              oo




                                                                                                                                                                                                                                                                                                                                                                                                                                        Secondary
                                                                                                                                                                                                                                                                                                                                                                                                                                        Residence
                                                                                                                                                                                                                                                                                                                                                                                                                                        Proposed
                                                                                                                                                                                                                                                                                                                                                                                         r/R
                                   APPROVAL RELATES



                                                                                                                                                                                                                                                                                                                                                                                      te
                                                                                       5
                                                                                         .7




                                                                                                                                                                                                                                                                                                                                                                                   wa
                                                                                                 1
                                                                                              12




                                                                                                                                                                                                                                                                                                                                                                                 m
                                     TO DRIVEWAY

                                                                                                                                                                                                                                                                                                                                                                              or
                                                                                                                                                                                                                                                                                                                                                                            St
                                  CONSTRUCTION ONLY                                                                                                                                                                                                                 DRAIN GRATES TO BE
                                                                                                                                                                                                                                                                                                                                                                         g
                                                                                                                                                                                                                                                                                                                                                                      tin
                                                                                                                                                                                                                                                                     CONSTRUCTED IN
                                                                                                                                                                                                                                                                                                                                                                   xis
                 23




                                                                                                                                                                                                                                                                                                                                                                 fE
               25

              2.
            2.

          12
         12




                                                                                                                                                                                                                                                                    PRIVATE PROPERTY                                                                                                                                                                                                                       Existing Stormwater
                                                                                                                                                                                                                                                                                                                                                             to
                               6
                                   .3
                                 22     1




                                                                                                                                                                                                                                                                                                                                                          en




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           soak-away Trench - 800mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         116
                                                                                                                                                                                                                                                                                                                                                       m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Deep x 300mm Wide
                                                                                                                                                                                                                                                                                                                                                    ign
                                                                                                                                           Poinciana




                                                                                                                                                                                                                                                                                                                                                 Al




                                                                                                                                                                                   TieDN100 PVC Stormwater Pipe
                                                                                                                                                                                   from Strip Drain into existing
                                                                                                                                                                                                                                                                                                                                              ed




                                                                                                                                                                                   Roof Water stormwater pipe sys.
                                                                                                                                                                                                                                                                                                                                            m




                                                                                                                                                       Existing Driveway & Cross-over
                                                                                                                                                                                                                                                                                                                                        su
                                                                                                                                                                                                                                                                                    DP




                                                                                                                                                                                                                                                                                                                                                                                                                                     Area
                                                                                                                                                       to remain untouched; only add
                                                                                                                          60




                                                                                                                                                                                                                                                                                                                                       As
                                                                                                                               1.




                                                                                                                                                                                                                                                                                                                                                                                                                                     Proposed Garage
                                                                                                                                                       300mm Wide Strip Drain & Piping
                                                                                                                                12




                                                                                                                                                                                  DN100 SN2 PVC Pipe
                   CH -1.30




                                                                                                                                                              CH 8.05
                                                                                                                                 CH 5.35
                                                                                    CH 2.65
                                           CH 0.00




                                                                                                                                                                                                               IL121.36
                                                                                                                                                                                                  12 CH 10.75




                                                                                                                                                                                                                                                                                                                                                                                                                                      Area
                                                                                                                                                        5
                                   5




                                                                             35




                                                                                                                        55




                                                                                                                                                                                                          5
               05




                                                                                                                                                        67
                                67




                                                                                                                                                                                                       54
                                                                           .2




                                                                                                                             8
             .5




                                                                                                                                                            1.
                                      2.




                                                                                                                          1.




                                                                                                                                                                                                    1.
                                                                                   2
                     2




                                                                                                                                                                                                                                                                                                       Existing Driveway & Crossover
                                                                                                                                                             12
                                    12




                                                                                                                                                                                                                                                                                                                                                                                                                                      Proposed Carport
                                                                                12




                                                                                                                               12
                  12
  4200




                                                                         3000




                                                                                                                                                                                                                                   Saw Cut existing Driveway Slab
                                                                                                                                                                                                                                   and install 250mm Wide x 200mm
                                                                                                                                                                                                                                   Deep Strip Drain as Detailed.
         12 56
              59

             2.
           2.

          12




                                                                                                                                                                                                                                                                                                                                                                                                                                        119




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              118
                                                                                                                                                                                                                                                                                                                                                           120




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    117
                                                                                                                                                                                                                                                                          121
                                                                           122
                                        69
                                           2.
                                                 12




                                                                                                                                                                                                                                                                                                                                                                                      NOTE: THESE DRAWINGS ONLY ADDRESS NOOSA REGIONAL SHIRE
                                                                                                                                                                                                                                                                                   SITE PLAN No.s 26 & 28 CRYSTAL ST                                                                  COUNCIL CONCERNS REGARDING DRAINAGE, TRIP HAZARDS AND
                                                                                                                                                                                                                                                                                                                SCALE 1 : 500                                                         VEHICLE ACCESS FROM CRYSTRAL ST KERB TO THE PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
                                                                                                                                                                                                                                                                                                                                                                                      BOUNDARY. IT DOES NOT ADDRESS ANY DRAINAGE ISSUES OR                                Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
                                                                                                                                                                                                                                                                                                                                                                                      OTHER; WITHIN NO. 26 & 28 CRYSTAL STREET.                                           or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
   0
                                                                                                                                                                                                                               Drawn
                                                                                                                                                                                                                               CJF
                                                                                                                                                                                                                                                    Checked
                                                                                                                                                                                                                                                    CJF
                                                                                                                                                                                                                                                                  Date
                                                                                                                                                                                                                                                                                   Site Classification:                   M            Blackall Range                                                Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                     PO Box 342, MAPLETON, QLD
                                                                                                                                                                                                                                                                                                                                                                                                     Phone: 54457353                CLIENT:                                  PROJECT DETAILS:          Sheet No.             02 of 7
                                                                                                                                                                                                                                                                                                                                                                                                     Mobile: 0419140465
                                                                                                                                                                                                                                                                                   Soil Classification:                   CI           Consulting Civil, Structural & Geotechnical Engineer
                                                                                                                                                                                                                                                                                                                                                                                                                                    BRAN ALLEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Date Issued:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED DRIVEWAY REFURB. CAD File:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Oct 2020



Copyright: The design and engineering content shown on this drawing remains the property
                                                                                                                                                                                                                                                                                   Wind Category:                         N3                                                        Campbell J Foster                                                                        26 & 28 CRYSTAL STREET    DRAWING NUMBER              REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
 Document Set ID: 21285437
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
                                                                                                                                                                                                                                                                                   Terrain Category:                      2.5                                        MEIAust (CPEng Civil), RPEQ 7228, NER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COOROY                    2020-1078-02                 0
 Version: 1, Version Date: 05/11/2020

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