2937-DA26-02

                                                                                        1                                            2                                               3                                     4                                                              5
                                                                                                                                                                                                                                                                                          6


                                                                                                      10000                                             10000                                                    10000                                  10000




                                                                                                                                                                                                                                                                                                                                                                INE
                                                                                                                                                                                                                                                                                                                                                              GL
                                                                                                                                                                                                                                                                                                                                                           GIN
                                 TOP OF STRUCTURE




                                                                                                                                                                                                                                                                                                                                                        STA
                                 = RL 27.960
                                 APPROX 13.720
                                 ABOVE N.G.L
      A
                                                                                                                                                                                                                                                                                                        TOP OF STRUCTURE
                                            7900                                                                                                                                                                                                                                                        = RL 27.960

                         2600
                                  6860 SETBACK REQUIRED                                                                                                                                                                                                                                                 APPROX 14.490
                                                                                                                                                                                                                                                                                                        ABOVE N.G.L




                                                                                                              2o FALL




                                                                                                                                                                                                                                              2o FALL
      B
                                  TOP OF STRUCTURE
                                  = RL 27.840
                                  APPROX 13.250




                                                                                                                                                                           2o FALL
                                  ABOVE N.G.L                                                                                                                                                                                                                                                                 TOP OF STRUCTURE
                                         6790                                                                                                                                                                                                                                                                 = RL 27.840
                                                                                                                                                                                                                                                                                                              APPROX 13.830
                                 6625 SETBACK REQUIRED
                         4800




                                                                                                                                                                                                                                                                                                              ABOVE N.G.L


                                 OUTLINE OF
                                 BUILDING BELOW

      C


                                 OUTLINE OF
                                 BALCONY BELOW




                                                                                                                                                                           3o FALL
                                                                                                                                                                                                                                                                                                                                                                                                                                  PT
                                                                              2o FALL                                                                                                                                                                                                         2o FALL                                                                                                                                RY
                         9000
          230˚ 21' 05"




                                                                                                                                                                                                                                                                                                                                                                                                                          RY
            50.719




                                                                                                                                                                                                                                                                                                                                                                                                                   LE
                                                                                                                                                                                                                                                                                                                                                                                                                 UL
                                                                                                                                                                                                                                                                                                                                                                                                               SC
                                                                                                                                                                                                                                                                                                                                                                                                                         KIT
                                                                                                                                                                                                                                                                                                                                                                                                                             CH
      D                                                                                                                                                                                                                                                                                                                                                                                                            RE
                                                                                                                                                                                                                                                                                                                                                                                                                     F          E   N
                                                                                                                                                                                                                                                                                                                                                                                                                         RE
                                                                                                                                                                                                                                                                                                                                                                                                                           F



                                  TOP OF STRUCTURE                                                                                  LIFT                                                                                   LIFT
                                  = RL 27.840 APPROX                                                                              OVER RUN                                                                               OVER RUN
                                  12.540 ABOVE N.G.L
                                                                                                                                                                                                                                                                                                                     TOP OF STRUCTURE
                                        6790                                                                                                                                                                                                                                                                         = RL 27.840
                                  6270 SETBACK REQUIRED                                                                                                                                                                                                                                                              APPROX 13.830                                             O                                                   EN
                                                                                                                                                                                                                                                                                                                                                                                   FF                                                TR
                                                                                                                                                                                                                                                                                                                     ABOVE N.G.L                                                     IC                                                Y
                                                                                                                                             CONCRETE ROOF DECK
                                                                                                                                                                  SERVICE AREA           RL 27.800                                                                                                                                                                                     E

                                                                                                                                                                                                                                                                                                                                                                                                                         PD
                                                                                                                                                                                                                                                                                                                                                                                                                            R
                         11300




                                                                                                                                                                                          RAISED ROOF OVER
                                                                                                                                                                                                                                                                                                                                                         BE
                                                                                                                                                                                          SERVICE DECK ACCESS STAIR                                                                                                                                           D                                                                                LO
                                                                                                                                                                                                                                                                                                                                                                  1                                                                                  BB
                                                                                                                                                                                                                                                                                                                                                                                                        EN                                                Y
                                                                                                                                                                                                                                                                                                                                                                                                          S                                                   01
                                                                                            4o FALL




                                                                                                                        4o FALL




                                                                                                                                                                           4o FALL




                                                                                                                                                                                                                                    4o FALL




                                                                                                                                                                                                                                                                       4o FALL
                                                                                                                                                                                                                                                                                                                                        BA                                               SH
                                                                                                                                                                                                                                                                                                                                          LC                                                  R
                                                                                                                                                                                                                                                                                                                                            O
                                                                                                                                                                                                                                                                                                                                                NY
                                                                                                                                                                                                                                                                                                                                                                                    W
                                         TOP OF STRUCTURE =                                                                                                                                                                                                                                                                                                                          IR
                                         RL 29270 APPROX
                                         13.670 ABOVE N.G.L
      E




                                                                                                                                                                                                                                                                                                                                                                                                      BE
                                                                                                                                                                                                                                                                                                                                                                                                   RO
                                                                                                                                                                                                                                                                                                        TOP OF STRUCTURE
                         2400




                                                  8943
                                                                                                                                                                                                                                                                                                        = RL 29.270 APPROX
                                       6865 SETBACK REQUIRED                                                                                                                                                                                                                                            12.500 ABOVE N.G.L
                                                                                                                                                                          3o FALL




                                                                                                                                                                                                                                                                   OUTLINE OF
                                                                                                                                                                                                                                                                   BUILDING BELOW
      F                                                     806
                                                                1
                                                                      UIR
                                                                         ED
                                                                  REQ
                                                             CK
                                                         T BA                                                                                                                                                                                                                                                                                                                                                                               BE
                                                  5 SE
                                            683
                                                                                                                                                                                                                                                                                                                                                                                                  DR                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                                                                                                                                                    Y




                                                                                                                                                                                                   STA
                                                                                                                                                                                                      GE
                                                                                                                                                                                                         4B




PROPOSED UNIT DEVELOPMENT                                                                                                                                                CBD SETTLERS COVE                                                               Development Approval
                                                                                                                                                                                                                                                         scale: 1:100
                                                                                                                                                                                                                                                                                                                 north

                                                                                                                                                                         STAGE 4B LEVEL 5 ROOF                                                           issue:   02             date: 11-11-16


SETTLERS COVE STAGE 4A & STAGE 4B                                                                                                                                        PLAN                                                                            2937-DA26
                                                                                                                                                                                                                                                                                                                                                 The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.