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Development Application part 2 Report/Plans - MCU11/0254

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Original PDF page 40, section 3. The text section number identifies this passage in the reader.

m2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NON-COMBUSTABLE FENCING
  FINAL LANDSCAPING TO BE DESIGNED BY LANDSCAPE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           (SP222982)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NON-COMBUSTABLE FENCING
                                                                                                                                                                                                                                                                                                                                        6.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                P




                                                                                                                                                                                                                                                                                                                                          08
                                                                                                                                                                                                                                                                                                                                                                                                                                                       OM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       IN                                                                                                                                                                                                                                                                                                                           26.05 m2
                                                                                                                                                                                                                                                                                                                                                                                                                                                   563




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RETAIN
  ARCHITECT                                                                                                                                                                                                                                                                                                           35                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      25.62 m2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BUSHLAND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NON-COMBUSTABLE FENCING
                                                                                                                                                                                                                                                                                                                        7°
                                                                                                                                                                                                                                                                                                                                            8
                                                                                                                                                                                                                                                                                                                                                                                                                                                    TO




                                                                                                                                                                                                                                                                                                                          27                                                                                 3.32
  ALL GLAZING WITHIN 10m FIRE ZONE TO BE IN                                                                                                                                                                                                                                                                                 '45                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3.75
  ACCORDANCE WITH THE REQUIREMENT OF AS 3959
                                                                                                                                                                                                                                                                                                                               "
                                                                                                                                                                                                                                                                                                                                                                                                                  RET
                                                                                                                                                                                                                                                                                                                                                                                                                          AIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Unit                                            27.65 m2
                                                                                                                                                                                                                                                                                                                                                                                                                                 ED                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6161
  METAL FENCING TO BE FLUSH TO TOP OF RETAINING WALL.
                                                                                                                                                                                                                                                                                                                                                                                                              3.25
                                                                                                                                                                                                                                                                                                                                                                                                                                        PAT
                                                                                                                                                                                                                                                                                                                                                                                                                                               H 1.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                    MH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1:4 (MAX) BATTER                                                                                                                                                                                                                                                                                                                                 19                                                            5000
  SO AS TO NOT ALLOW POTENTIAL EMBER TO PASS THROUGH                                                                                                                                                                                                                                                                                                                                                                               5.93                              IGH
                                                                                                                                                                                                                                                                                                                                                                                                                                 334   8
                                                                                                                                                                                                                                                                                                                                                                                                                                     °52'3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (MA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                X)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TO OM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    P

    THE FOLLOWING ITEMS ARE TO BE VERIFIED BY                                                                                                                                                                                                                                                                                                                                                                                             0"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TOE OF DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  71.59 m   2
    BUILDER/CLIENT PRIOR TO COMMENCEMENT.                                                                                                                              LOT DESCRIPTION                                                                                                                                                                                                                                                                                                                                                                    (24.                                              CO                                                                                                                                                                                                                        BIORETENTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1:4 (MAX) BATTER
    - CUT & FILL BATTERS INDICATIVE ONLY
                                                                                                                                                                       LOT:      4                                                                                                                                                                                                                                                                                                                                                                            491                                                                      NC
                                                                                                       N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RET                                                       RET                                                                                                                                                                   DRAIN - A                                                                                                                                                                                                                               BIORETENTION
    - PLATFORM/AND OR TOP OF SLAB LEVELS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         )                                                      AIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ED                                  E AC                                                                                                                                                                                                                                                                                                            TOP OF BANK                                                                                                  3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TOP OF PATH/BIORETENTION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5000
                                                                                                                                                                       PLAN:     SP222982                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C                                                                                                                                                                                                                                                                                                                                                                          38.41 m2            DRAIN - B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TO OMP
       TO BE CONFIRMED ON SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       18. 1.0M HIGHESS PAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        H
    - LOCATION OF EASEMENTS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.25                                                             DRAIN TO BE R.L. 4.00
                                                                                                                                                                       AREA:     6189m2                                                                                                                                                                                                                                                                                                                                                                                                                                                334 553       (MA    H
    - SEWER LINE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          °52'3          X)                                                                                                                                                           1:4 (MAX) BATTER                                                                                                                                                                                                                                                         1:4 (MAX) BATTER
    - BUILDING COVENANT SITE REQUIREMENTS                                                                                                                              PARISH: TEWANTIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0"
    - DESIGNATED BUILDING ENVELOPES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONCRETE ACCESS PATH                                3.75                                                                 3.02

    - SPECIAL HEIGHT RESTRAINTS BY COUNCIL OR DEVELOPER
                                                                                                                                                                       COUNTY: MARCH                                                                                                                                                                                                                                                                                                                                                                                                             TOP OF PATH/BIORETENTION
                                                                                                                                                                       SITE COV: 38.51%(2383.8m2)                                                                                                                                                                                                                                                                                                                                                                                                DRAIN TO BE R.L. 4.00                                                                                                                                                                                                                                                                                                                              RETAINED PATH 1.0M HIGH (MAX)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.0
    - SITE BEARINGS & DIMENSIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                41.739
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                315°58'30"

                                                                                                                                                                                                                                                                                                                                                                                                                                   Client.
                                                                                                                                                                                                                                                                                                                                                                                                                                   Canto Holdings P/L                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Supplementary Site Plan                                                                                                                                                                                            Dwg No. 4073                    DEVELOPMENT APPLICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                   Lot 4 Hofmann Drive                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PRINTED ON: A3

     © Pazcot Pty Ltd 2011
                                                                                                                                                                                                                                                                                                                                                                                                                                   NOOSAVILLE                                                                                                                                                                                                                                                                                                         Builder. J. & G. KNOWLES & ASSOCIATES (07) 3341 2592                                                                                                                                                                                                                                                                               Drawn JTL                                Scale 1:300                                           Issue A                                            Sheet 2/28
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