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2021-02-09 P&E Agenda - Item 3 - Attachment 2 - MCU18-0009.03 Approved Plans

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                                                                                                                                                                                                                                                                                                                                                                                       Planning & Environment Committee Agenda
                                                                                                                                                                                                                                                                                                                                                                                                                9 February 2021
                                        -                                                                                                                                                                                                                                                                                                                                                                  Item 3 - Attachment 2
                 APPROVED PLANS
                   MCU18/0009.01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9. 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       GT



                  NOOSA COUNCIL                                                                                                                                                                                                                                                                                                                                                                            GT                                   600rcp


                    18 JULY 2019                                                                                                                                                  SMH              GT
                                                                                                                                                                                                                                                                                                                                                          771                                                                                                                                 883
                                        -                                                                                                                                                                                                                                                                                                                 ME*S14                                                                                                                                                882
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BL*S12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MA*S16
                                                                                                                                              9.5
                                                                                                                                             9.5                                             LI
                                                                                                                                                       10 . 0




                                                                                                                                                                                                                                                                                               edge of tr




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8. 5
                                                                                                                                                                      10 .0                                                                                                                                                                                                                                                                          872
                                                                                                                                                                         10 . 0                                                                                                                                                                                                                                                                      BO*S14
                                                                                                                                                                                                                                                                                                                                                                   774                                                                                                   871 870
                                                                                                                                                                                             LI                                                                                                                                                                    FI*S20                                                              873                                    MA*S12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BO*S14
                                                                                                                                                          bridge                                                                                                                                                                                                                                                                       MA*S12

                                                                                                                                                                                                                                                                       LI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.2% AEP




                                                                                                                                                                                                                                                                                                          ee
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Q500 flood line
SITE DETAILS




                                                                                                                                                                                                                                                                                                             s / mowen
                                                                                                                                                                                    garden
                                                                                                                                                                        LI


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1%AEP




                                                                                                                                                                                                                                                                fence line




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8. 0
                                                                                                                                                                                                                                              garden
Lot 2 on RP 177554                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Q100 flood line




                                                                                                                                                                                                                                                                                   concrete path
Parish of Tewantin                                                                                      Cartwright North




                                                                                                                                                                                                                                                                                                                  area
                                                                                                        Existing 16 Residents Rooms                                                                                                                                                                                                                                                                                                                                                                                     10% AEP
County of March                                                                                         FFL 10.35                                                                                                                                                                                                                                                                                                                                                                                                       Q10 flood line




                                                                                                                                                                                  buildin
Area 40468sqm




                                                                                                                                                                                         g line




                                                                                                                                                                                                                                           garden
                                                                                                                                                                                                                                                                             LI                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7.




DEVELOPMENT SUMMARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               e
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             nc
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      lan ed
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           fe
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    et os
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         d
                                                                                                                                                                                                                                                                                  9.0
Existing GFA -----------9093.2sqm (22.5%)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W rop
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    P
Existing Site Cover ----7680.6sqm (18.9%)
Existing Residential Rooms -- 142                                                                                                                                                                                                                                                                                                                                                                                                                               754
                                                                                                                                                                                                                                                                                                                                                                                                                                                                MA*S10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7.
Existing Height 2 Storeys - 8.5m                                                                                                                                                                                                                                GT                                                                                                                                                                                                                                             922
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MA*S12
Existing parking bays 123 bays (incl 18 on the road)
                                                                                                                                                                                                                      concrete path

                                                                                                                                                                                                                                                                                                                                                                                                                                   751
                                                                                                                                                                                                                                                                                                                                                                                                                              750  MA*S12
                                                                                                                                                                                                                                                                             250pvc                                                                                                                                           BO*S12
                                                                                                                                                                                                   building line




                                                                                                                                                                                                                                                         tank




                                                                                                                                                                                                                                                                                                   8 .5
Proposed GFA -----------11,893sqm                                                                                     Cartwright South                                                                                                       SV



                                                                                                                                                                                                                                                                                                    fence line
                                                                                                                      Existing 16 Residents Rooms
(2800sqm additional area) (29.40%)                                                                                                                                                                                                                                                                                                                                                                               653




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6 .5
                                                                                                                      FFL 10.35                                                                                                                                                                                                                                                                                  BL*S10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              917
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MA*S12
Proposed Site Cover ----9,280.6sqm                                                                                                                                                                                                                                                                                                                                                                                          652
                                                                                                                                                                                                                                                                                                                                                                                                                            MA*S8
                                                                                                                                                                                                                                                                        garden




(1600sqm additional area)(22.80%)                                                                                                                                                                                                                                                                                                                           645
                                                                                                                                                                                                                                                                                                                                                            MA*S12
                                                                                                                                                                                                                                                                                                                                                                 646
                                                                                                                                                                                                                                                                                                                                                                 MA*S10

Proposed O/A Residential Rooms -- 174                                                                                                                                                                                                                                                                                                                                                                                                                                                         915
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MA*S12


(32 additional rooms)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                    SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                cu
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             rre
                                                                                                                                                                                                                                                                                                                                                                                                                      651

Proposed Height 2 Storeys -




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 n
                                                                                                                                               SW                                                                                                                                                                                600RCP                                                                               MA*S8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ts
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ta
                                                                                                                                                                                                                                                                                                                                                                644                                                       650




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   nd
                                                                                                                                                                                                                                                                                                                                                                                   647

9.0m Villa 1+2 / 9.9m Villa 3+4                                                                                                    EMH                                                                                                                                                                                                                          MA*S12             MA*S10           648                     649
                                                                                                                                                                                                                                                                                                                                                                                                                          MA*S10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      in
                                                                                                                                                                                     shed




                                                                                                                                                                                                                                                                                                                                           642                                                                              MA*S10
                                                                                               timber deck                                                                                                                                                                                                                                                                                          MA*S12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         g
                                                                                                                                                                                                                                                                                                                                           MA*S8643




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              w
(built on 1.0m and 1.5m of fill respectively)                                                                                                                                                                                                                                                                                                   MA*S8
                                                                                                                                                                                                                                                                                                                         8 .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            at
                                                             10. 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     rli       e
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ne
                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                               9.
Proposed parking bays 162 bays                                                                                                                  nk
                                                                                         TT*S8                                         top of ba
(refer Traffic Drawing)                                                                                                                                                      TT*S8
                                                                                                                                                                              TT*S6
                                                                                                                                                                                                                                                                                                                                           498
                                                                                                                                                                                                                                                                                                                                           MA*S8
                                                                                                                                                                          TT*S6
                                                                                                                                                                   TT*S6




                                                                                                                                                                                                                                                                                                                                                                                                                                            existi
                                                                                                             TT*S10                                   TT*S10         TT*S6
                                                                                         TT*S10                                                                                                                                                            TT*S12
                                                                                                                                                                                                                                                             TT*S8                                                                                                          499
                                                                                                                               TT*S8                                                                                                                                                                                                                                        MA*S8




                                                                                                                                                                                                                                                                                                                                                                                                                                                   ng ch
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7.0

                                                                                                                                              PI*S6                                                                                                                                                                                                                                                                                                      ainw
                                                                                                                  TT*S10
                                                                                                                                                                                                                                                                                                                                                                   edg
                                                                                        TT*S10
                                                                                                                                                                                                                                                                                                                                                                            e of
                                                                                                                                                                                                                                                                                                                                                                                                                                      ire fe


                                                                                                                                                                                                                                                                                                                                                                                      tree
                                                                                                                                  TT*S8                                                                                                                                                                                                                                                      s/m
                                                                                                                                                                                                                                                                                                                                                        TT*S6
                                                                                                                                                                                                                                                                                                                                                                               TT*S6                   owe
                                                                                                                                                                                                                                                                                                                                                 7 .5




                                                                                  TT*S10                                                                                                          TT*S8                                                                                                                                                                                                    n          area
                                                                                                                                                                                                                                                                                                                                                                                                                                    nce




                                                                                                                                                                                                                                                                                                                                TT*S6
                                                                          gate
                                                                                                                                                                                                                                                       TT*S10      TT*S8                                         TT*S8
                                                                     LI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          906
                                                                                                                                                                                                                                                                                                                                           TT*S6                                                                                                                          MA*S14

                                                                                                                                                        TT*S10                                          TT*S8                                   TT*S6                                                                                                             TT*S8
                                                                                                                                                                                                             TT*S8                                                                                                                 TT*S8                                                                                                                                        905
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MA*S14
                                                                                                                                                                                                                       TT*S6
                                                                                                                       TT*S6                                                                                                              MA*S6

                                                                                                                        TT*S10                                                                                                                                                                                                      TT*S8               TT*S8
                                                                                                                                                                                                                                                                                                                          TT*S6                                                            TT*S12
                                                                                                                                                                                                                   PA*S4                                                                           TT*S6                                                                     MA*S12
                                                      LI                                                                                                                                                                                                                                                                                                                  MA*S12
                                             0                                         TT*S8
                                             .0  1




                                                                                                                                                                                                                                                        TT*S6                                                                           TT*S6


                                                                                                                                                                                                                                                                                                                                                             TT*S6                             TT*S8
                                                                                                                                                                                                                                                                                                                                                         TT*S6
                                                                                                                                                                                                                                                                                                                                         MA*S6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   904
                                                                                                                  MA*S14 MA*S6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MA*S14
                                       SV            TT*S8
                                                                                                                         TT*S6
                                                                                                                                                                                                                                                                                                                     TT*S6
                                                                                                                                                                                                                                                                                                                                                                         TT*S8                                                                                                                                                  gully
                                                                                                                                                                                                                                                                                                                                                TT*S6
                                 SW
                                                                              TT*S12


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7. 5
                                                                                                                                                                                                                                                       TT*S8
                                                             TT*S8
                                                                                       TT*S6
                                                                                                                                                                                                                                                                                                                                                                                                                          375pvc
                                                                                                                                                                                                                                                                                                                                         MA*S6
                  LI                                                                                                                                                                                                                                                                                                                                                                  GT
                        TE
                       EMH            FLAG
             1




                                                                                                                                                                                                                    300pvc
            .5
            0




                                                                                                                                                                                                                                                                                                                                                                                                      Wetland fence




                                                                                                                                                                                                                                                                                                                                                8 .5
                                                                                                                                 GT
                                                                                                                                                                                                                                                                                                                                                                  8 .5
                       LI                                                                                                                                                                                   9.0
                                                                                                                                                                                                                                                                                                                                                                                                      Proposed




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7 .5 7. 5




                                                                                                                                                                                                                                          kerb & ch.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     894
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MA*S16
                        5
                        0.




                                                                     0




                                                                                                                                               9 .5
                                                                     0.




                             1                                            1

                                                                                                                                                                        existing bitumen 55 carpark                                                                                                                                                                                                                                                                          10% AEP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Q10 flood line
                                                                                                                                                                                                                                                                                                                                                                                                                                     8. 0




                                                                                                                                                                                                                                                                                                                                                                            9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1%AEP
                                                                                                                                                                                                                   450rcp                                                                                                                                                                                                                                            Q100 flood line
                                                                                                                                                                                                                                                                                                                                                                            9 .0




                                                                                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                                                                                                                                                                                      8.




                                             SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.2% AEP
                                                                                                                                                                                                                                                                                                                                                                                                                                                           Q500 flood line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Architects
                                                       Tree Coding                                                                                                                                                                                                                                                                                      10% AEP                                                                                                                 Middap Architecture Pty Ltd
                                                                                                                                                                                                                                                                                                                                                        Q10 flood line                                                                                                          Architect Reg. No. - P Middap - 001850
                                                  code          Tree type                                                                                                                                                                                                                                                                                                                                                                                                       a.b.n. 89 871 642 961
                                                                                                                                                                                                                                                                                                                                                        1%AEP                                                                                                                   P.O. Box 1352
                                                                                                                                                                                                                                                                                                                                                        Q100 flood line                                                                                                         NOOSAVILLE QLD 4566
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Ph - 0417 214 096
                                                  BL          Blackbutt                                                                                                                                                                                                                                                                                 0.2% AEP
                                                                                                                                                                                                                                                                                                                                                        Q500 flood line                                                                                                         Email - [email protected]
                                                  BW          Bloodwood                                                                               Approximate Area of Possible                                                                                                                                                                                                                                                                                              CLIENT
                                                  BO          Box                                                                                     Swamp Crayfish Habitat                                                                                                                                                                            PROPOSED
                                                  EX          Exotic                                                                                                                                                                                                                                                                                    WETLAND FENCE                                                                                                           Noosa Care Inc
                                                                                                                                                      Identified Crayfish position                                                                                                                                                                                                                                                                                              PROJECT
                                                  FIG          Fig Tree
                                                                                                                                                                                            OSA ROAD
                                                  MA          Mahogany                                                                                                          COOROY - NO                                                                                                                                             Existing Trees over 300mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Cartwright Village Extension
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LOCATION
                                                  ME          Messmate
                                                  PA          Palm Tree                                                                                                                                                                                                                                                           MA*S6 diameter                                                                                                                                Carramar
                                                  TT          Tea Tree                                                                                                                                                                                                                                                                                                                                                                                                          Cooroy Noosa Rd Tewantin
                                                  TW          Tallowood                                                                                                                                                                                                                                                                                                                                                                                                         DRAWING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CHANGES TO MCU 18/0009
                                                        EX*S3\5.3                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING PART SITE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                scale         date           drawn
                             code Diam. of dripline(3m) height(5M) trunk dia(0.3m)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1:500         Feb 2019       PM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Proj no.                     Dwg no.
                       Note - Only trees lager than 300mm
Document Set ID: 21123416
                  20852203
                  20936971
                       trunk size, shown in non mowen area
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1810                         A101A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Issue
Version: 2,
         1, Version Date: 01/05/2020
                          17/04/2019
                          23/07/2019
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2021-02-09 P&E Agenda - Item 3 - Attachment 2 - MCU18-0009.03 Approved Plans

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