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Approved Plans MCU16 0143

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Original PDF page 25, section 1. The text section number identifies this passage in the reader.

Plans and drawings

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                                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                      5

                                                                                                                                                                                                                                                                 4

                                                                                                                                                                                            3                                                                                   10000


                                                                                                                                             2                                                                                          10000




                                                                                                                                                                                                                                                                                                                                                                                                              INE
                                                                                          1                                                                       10000




                                                                                                                                                                                                                                                                                                                                                                                                            GL
                                                                                                                 10000




                                                                                                                                                                                                                                                                                                                                                                                                         GIN
                                                                                                                                                                                                                                                                                                                                                      RUCTURE
                                                                                                                                                                                                                                                                                                                                            TOP OF ST
                                                                                                                                                                                                                                                                                                                                            = RL 27.960




                                                                                                                                                                                                                                                                                                                                                                                                      STA
                                                                                                                                                                                                                                                                                                                                                        .845
                                                                                                                                                                                                                                                                                                                                             APPROX 14
                                                                                                                                                                                                                                                                                                                                                O VE N.G .L
                                                                                                                                                                                                                                                                                                                                             AB



                                                                                                                                                                                                                                                                                                                                                                 RUCTURE
                                                                                                                                                                                                                                                                                                                                                     TOP OF ST
                                                                                                                                                                                                                                                                                                                                                     = RL 29 .2 15
                                                     TOP OF STRUCTURE                                                                                                                                                                                                                                                                                                       E N.G.L
                                                                                                                                                                                                                                                                                                                                                                   .525 ABOV
                                                                                                                                                                                                                                                                                                                                                      APPROX 15




                                                                                                                                                                                                                                                                                2o FALL
                                                     = RL 27.960
                                                     APPROX 13.535                                                                                                                                                                                                                                                                                                RUCTURE
                                                     ABOVE N.G.L                                                                                                                                                                                                                                                                                      TOP OF ST
                                                                                                                                                                                                                                                                                                                                                      = RL 27 .8 40
                                                                                                                                                                                                                                                                                                                                                                    .140
                                                                                                                                                                                                                                                                                                                                                       APPROX 14
                                                                                                                                                                                                                                                                                                                                                           V  E  N.G .L
                                                                                                                                                                                                                                                                                                                                                       ABO
                                                                   6641
  A                                                       6765 SETBACK REQUIRED




                                                                                                                                                                                             2o FALL
                                                                                                                                   2o FALL
          2600




                                                        TOP OF STRUCTURE
                                                        = RL 27.840
  B                                                     APPROX 13.135
                                                        ABOVE N.G.L
                                                                  5946
                                                        6565 SETBACK REQUIRED

                                                             OUTLINE OF
              4800




                                                             BUILDING BELOW

                                                             OUTLINE OF
                                                             BALCONY BELOW                                                                                                                                                                                                                                                              2o FALL




                                                                                                                                                                                                       3o FALL
      C                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PT
                                                                                                                                                                                                                                                                                                                                                                TOP OF STRUCTURE                                                                                                   RY
                                                                                                                                                                                                                                                                                                                                                                = RL 27.840
                                                                                                                                                                                                                                                                                                                                                                APPROX 12.170
                                                                                                                                                                                                                                                                                                                                                                ABOVE N.G.L
                                      230˚ 21' 05"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RY
                                        50.719




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LE
                                                                                                                                                                                                                                                                                                                                                                                                                                                               UL
                                                                                                    2o FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                             SC
                     9000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       KIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CH
                                                                                                                                                                                                                                                                       LIFT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   F          E   N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RE
                                                                                                                                                                                                                                                                     OVER RUN                                                                                                                                                                                            F




                                                                                                                                                         LIFT
                                                                                                                                                       OVER RUN                                                                                                                                                                                                                                                              O                                                   EN
                                                                                                                                                                                                                                                                                                                                                                                                                                 FF                                                TR
                                                                                                                                                                                                                                                                                                                                                                                                                                   IC                                                Y
          D
                                                                  TOP OF STRUCTURE
                                                                                                                                                                                                     REA                         RL 27.800                                                                                                                                                                                           E
                                                                                                                                                                                            SERVICE A
                                                                  = RL 27.840 APPROX
                                                                  12.490 ABOVE N.G.L                                                                                        E ROOF   DECK
                                                                                                                                                                    CONCRET                                                                                                                                                                                                                                                                                            PD
                                                                        7524                                                                                                                                                                                                                                                                                                                                                                                              R
                                                             6245 SETBACK REQUIRED




                                                                                                                                                                                                                                                                                                                           4o FALL
                                                                                                                                                                                                                                              OF OVER
                                                                                                                                                                                                                                    RAISED RO            STAIR
                                                                                                                                                                                                                                                K ACCESS                                                                                                                                               BE




                                                                                                                                                                                                                                                                                          4o FALL
                                                                                                                                                                                                                                            D EC
                                                                                                                                                                                                                                    SERVICE                                                                                                                                                                                                                                                  LO
                                                                                                                                                                                                                                                                                                                                                                                                            D
                                                                                                                                                                                                                                                                                                                                                                                                                1                                                                                  BB
                                                                                                                                                                                                                                                                                                                                                                                                                                                      EN                                                Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                        S                                                   01




                                                                                                                                                                                                                 4o FALL
                            11300




                                                                                                                                                                                                                                                                                                                                                                                      BA                                               SH
                                                                                                                                                                                                                                                                                                                                                                                        LC                                                  R
                                                                                                                                                                                                                                                                                                                                                                                          O
                                                                                                                                                                                                                                                                                                                                                                                              NY
                                                                                                                                             4o FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                         4o FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                   IR
                                                                                                                                                                                                                                                                                                                                       F
                                                                                                                                                                                                                                                                                                                             OUTLINE O




                                                                                                                                                                                                                                                                                                                                                                                                                                                    BE
                                                                                                                                                                                                                                                                                                                               ILD ING B ELOW
                                                                                                                                                                                                                                                                                                                             BU




                                                                                                                                                                                                                                                                                                                                                                                                                                                 RO
                                                                                                                                                                                                                                                                                                      TOP OF STRUCTURE
                                                                                                                                                                                                                       3o FALL

                                                                                                                                                                                                                                                                                                      = RL 29.270 APPROX
                                                                                                                                                                                                                                                                                                      12.665 ABOVE N.G.L



                                                                                                    RUCTURE
                                                                                                            =                                                                                                                                                                                                                                                                                                                                                                             BE
                     E                                                                    TOP OF ST                                                                                                                                                                                                                                                                                                                                                                                            D
                                                                                          RL 29270 A PPRO X                                                                                                                                                                                                                                                                                                                                     DR                                                 2
                                                                                                     OVE N.G.L                                                                                                                                                                                                                                                                                                                                    Y
                                                                                           13.705 AB
                                    2400




                                                                                                    1      RED
                                                                                                 900 REQUI
                                                                                                   CK
                                                                                               T BA
                                                                                        0 SE
                                                                                  685
                       F




                                                                                                                                                                                                                                            -
                                                                                                                                                                                                                                      STA
                                                                                                                                                                                                                                    APPROVED PLANS
                                                                                                                                                                                                                                         GE
                                                                                                                                                                                                                                       MCU16/0143
                                                                                                                                                                                                                                            4B
                                                                                                                                                                                                                                     NOOSA COUNCIL
                                                                                                                                                                                                                                      15 JUNE 2017




PROPOSED UNIT DEVELOPMENT                                                                                                                                                                                CBD SETTLERS COVE                                                                          DEVELOPMENT APPROVAL
                                                                                                                                                                                                                                                                                                    scale: 1:100
                                                                                                                                                                                                                                                                                                                                                                  north

                                                                                                                                                                                                         STAGE 4B LEVEL 5 ROOF                                                                      issue:   04       date: 08-03-17


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.
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