11. Appendix H - Traffic Impact Assessment

                                         SITE BOUNDARY                                                                                                                                                                                                                                        SITE BOUNDARY



                                                                                                                                                                                   RL 9.0
                                                                                                                                                                                                                                               RL 8.5                                                                                                                          PH
                                                                                                                                                                                                                                                                                                                                                                                                           ST
                                                                                                                                                                                                                                                                                                                                                      20 S
                                                                                                                                                                                                                                                                                                                                                           TAFF
                                                                                                                                                                                                                                                                                                                                                                  PAR
                                                                                                                                                                                                                                                                                                                                                                      KING
                                                                                                                                                                                                                                                                                                                                                  RL 8.7                       SPA
                                                                                                                                                                                                                                                                                                                                                                                      CES




                                                          CUSTOMER CARPARKING




                                                                                                                                                                                                                                                                                                                                                                                                                                 RL 9.5


                                                                                                                                                                                                                                                                                                                                                                                            RL 8.0
                                                                                                                                                            RL 8.8

                                                                                                                                                                                                     CUS
                                                                                                                                                                                                           TOM
                                                                                                                                                                                                                 ER C
                                                                                                                                                                                                                     A   RPA
                                                                                                                                                                                                                             RKING




                                                                                                                                              RL 8.8

                                                                                                                                                                                                                                                                                                                                                                  RL 8.2

                                                                         HOFM                                                                                                                                                                                RL 8.8
                                                                                     ANN
                                                                                         DR   IVE
TING PEDESTRIAN CONNECTON INTO
                                                                                                    PROPOSED MAIN CARPARK ENTRY/ EXIT &
                                                                                                    SERVICE ENTRY/ EXIT


DARY CARPARK ENTRY/ EXIT & TENANCY




                                                                                                                                                                                                                                                                                                                                                                                      RY
                                                                                                    BICYCLE PARKING




                                                                                                                                                                                                                                                                                                                                                                                  NDA
                                                                                                    LOCATION (22 SPACES)                                                  CORE TO




                                                                                                                                                                                                                                                                                                                                                                                BOU
                                                                                                                                                                          FUTURE DETAIL                                                                                                                                                      RL 7.5




                                                                                                                                                                                                                                                                                                                                                                               SITE
                                                                                                                   END OF TRIP FACILITIES
                                                                                                                   TO FUTURE DETAIL




                                                                                                                   EXTENSION OF EXISTING PEDESTRIAN
                                                                                                                   CONNECTON INTO PROPOSED DEVELOPMENT


                                                                                                                                                                                            RL 8.8




                                                                                                                                                                                                                                                                                                                                                                                                        OAD
                                                                                                                   PROVISION MADE FOR VEHICLE TURN
                                                                                                                   AROUND




                                                                                                                                                                                                                                                                                                                                                                                                      KR
                                                                                                                                                                                                                                                                                                                 RL 8.0
                                                                                                                                                                                                                                                                                                                                                           3




                                                                                                                                                                                                                                                                                                                                                                                                     REE
                                                          13.7                                                     SERVICE VEHICLES ONLY                                                                                                                                                                                                          A-DA-1203
                                   8.2




                                                                                                                                                                                                                                                                                                                                                                                               IE C
                                                                                                                                                                                                                                                                                                                                                                                            EEN
                                                                                                                                                                                                                                                                                                                                                                         CONCEPT DRAWING.
                     1.6
                             6.6
                                   4.7   1.4
                                                                                                                                                                                                                                            RL 9.0                                                                                                                      FOR DISCUSSION ONLY .
                                                    8.1            1.4   1.4   1.5


                    AV - Articulated Vehicle                                                                       MIN. 13.3m TURNING RADIUS REQ. FOR AV
                    Overall Length                                 19.000m                                         VEHICLES TO TRAFFIC CONSULTANT DETAILS                                                                                                                                                                                                                  0            7.5           15   22.5     30    37.5m
                    Overall Width                                  2.500m
                    Overall Body Height                            4.301m
                    Min Body Ground Clearance
                    Track Width
                                                                   0.418m
                                                                   2.500m
                                                                                                                                                                                                                                                                                                                                                                        1:750 @A3 (Approx.)
                    Lock to Lock Time                              6.00s                                                                                                                                                                                                                                                                        Approx.
                    Kerb to Kerb Turning Radius                    12.500m


                                                                                                                                                                                                                                     A   16.05.19   Report                                                                      MG      AD      PRELIMINARY BLU0517-01
                                                                                         Proposed Retail Business (Type 4) Showroom                                                                                                                                                                                                             NOT FOR CONSTRUCTION
                              CAMBRAYconsulting                                                                                                                      20 Hofmann Drive                                                                                                                                                                                                            SK01
                               Traffic Engineering and Transport Planning                19m Articulated Vehicle (19m AV) Swept Path
                                                                                                                                                                     Noosaville, QLD
                                                                                                                                                                                                                                  This concept takes into account the instructions and requirements of our client. Cambray has taken care
                               Suite 2601, 21 Mary Street Brisbane Q 4000                                                                                                                                                         in preparing this concept, however it neither accepts liability nor responsibility whatsoever in respect      16.05.2019 1:750                                 Blueprint Group Australia Pty Ltd
                               t : 07 3221 3503 | e : [email protected]                                                                                                                                                      of; any use of this document by any third party, any third party whose interests may be affected by any
                                                                                                                                                                                                                                  decision made regarding the contents of this document and/or any conclusion drawn resulting from
                                                                                                                                                                                                                                  omission or lack of full discloser by the client or the client's consultants.