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Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092

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Development



                                         David Low Way

       III
       >                         U-Turn         Right        Through
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      Q                            0             46             0
       ~
       III
      0:;
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       0
       0
                 Left
                Right   I
                            52
                            46
                                  52
                                  Left
                                           : :    0
                                               Through
                                                                0
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      ~
                                         David Low Way




20l5 PM Peak Hour Post-Development




                                         David Low Way

       III
       >                         U-Turn         Right        Through
      Oi:
      Q                            2       I     60      1    426
                 Left I     57
       ~
      0:;       Right I     76
      "’C
       o
                                  79       I    496      I     17
       o
                                  Left         Through       U-Turn
      ~
                                         David Low Way




[2025 PM Peak Hour Post-Development


                                         David Low Way

       III
       >
      Oi:
                                 U-Turn         Right        Through
      Q                            2       I     62      I    506
                 Left I     57
       ~
      0:;       Right I     76
      "’C
       o
                                  85       I    590      I     20
       o
                                  Left         Through       U-Turn
      ~

                                         David Low Way

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