Skip to the record
Noosa’s premier civic archive.

Council archive · source document

Operational Works Application OPW21/0243 - Driveway application and supporting documents - 6 Robin Place, Lake MacDonald

of 35

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

Very large file (21.5 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.

                      or-                                    ^           erf          rC3S <3                      &{f) terror

O-'e.      -Vo       ^7crr^
                              of                                                                   l^oC^c^S-                fro
                                                                                                                                  r-
f'-f)       Or\i                               Slc^j                C rx\        ^ (oc-K                <£l'~iol       r/ot

jo        boil lc|]o              S flroV^                     ipoo 1       fo o sn                •onoO>           r^K-vics
Oo

n<^ tho     inr^j
                     e-vo^
                        -Ke
                                               l

                                       r^cb v-e.
                                                                    Vo

                                                                    r?(r i oe_0(e
                                                                                  rs
                                                                            l lr^ lr-?f'

                                                                                                   fc>
                                                                                                             ur( oi/oO^
                                                                                                                   r
                                                                                                                r<ccrf ST
b^tK)            ^lA^eV      riooO                                               fxO
                                                                                     c                 toc^Srf         ^IcUo
                                                                     Cf-
crj~      Vo l ceK                             -\co            <2.4^ep         of-           <r(/ /uo          C'jcp^)      -fo
                 \o ori W)                               '
                                                         3'



                                                                                     &         5
                                                                                                        <?

                                                                            Aj
                                                                                                        Y\
                                  A1
                                                                                         f«60 b
                                                                                         *
                                               £
                       Yo ^ 1|V
                                                                                 V-sSff
                                                                                         //        %
                       4 <o f§ p
                        r                  j
                                                   ■<\
                              5        Q




                                                             Box:   3*n           R:f^..V. c^\
Full text of the other 34 pages

Page 2

                                                                                                                    AsAl       28/06/2021
                                                         OP.WORKS Task Print
Default Category
                                                  Work System            OP.WORKS - Ooerational Works
                                                  Task                   0144216
     Description                     LAKE MACDONALD ROBIN 6 RRP21/0063
     Narration                       Request ID: RRP21/0063
                                     Address: 6 Robin Place LAKE MACDONALD QLD 4563
                                     Home: 0430 888 929
                                     Email: [email protected]
                                     Details: Standard Vehicle Crossover - 6 Robin Place, LAKE Macdonald - Lorraine Mary Kelly
     Required By Date                13/07/2021 12:00:00AM                           Start Date/Time
     Est Start Date/Time                                                             Finish Date/Time
     Est Finish Date/Time                                                            Expected Duration (Hrs)      0.0

    Status                           Inactive
     Type                            Operating
     Percent Complete                0.0
    Level                            Sub Task
     Header
     Responsible Person              Martin Sergas
     Project Code                    101282               Permits for Driveways
    Activity Code                    GO                   General Operations
    Source                           Customer Request (Ci)
    Priority                         3 Medium                                         PI Unique ID                1631219.00
     Work Type                       Investigations (1081)
     Work Type Attributes


     Work Order Progress             WIP                     work in progress
    Risk Assesment                   NA                   Not Applicable
    OH&S Completed                   NA                   Not Applicable
    Related Work Order
    ZEN Emissions Reduction           N
    Customer Request Details
    Request Number
    Request Location
    Customer Name
    Customer Phone Number
    Customer Email
    CRM Source                       NA
    CRM Due Date                     13/07/2021



     Assets

     Asset Register        Asset Number             Asset Description                                                      % Allocation
      ASSET                0028361                  Robin PI Lake Macdon                                                            100.0
                                                                                                                                    100.0



[WSTSKPRTJ OP. WORKS Task Print                       VSTRICKLAND               DP               28/06/2021 11.44:44 AM             Page I of 2

Page 3

                                                  OP.WORKS Task Print
Default Category
     . t
                                           Work System          OP.WORKS - Ooerational Works
                                           Task                 0144216

    Comments                      28/06/2021 Received application and created RRP21/0063. Created work order and
                                  assigned to MSergas.




[WSTSKPRT] OP. WORKS Task Print                   VSTRICKLAND       DP               28/06/2021 11 44:44 AM        Page 2 of 2

Page 4

.

Page 5

 

 

     
        
     
  

 

 

1800 x760 x 100mm THICK
CONCRETE BIN PAD (TYP)

    

~~¢ &
2% oon

  

DRIVEWAY ACCESS
REFER DRGS C104 &1206
FOR SURFACE TREATWENT (TYP)

  

       

 

 

  

     
     
     
      
        

PAD,
RL 11600

3.4% NOMTO 1-99, REFER DRAIN SECTIONS,

   
   

TOPSOIL AND TURF DRAN INVERT 3m WOE

TOPGOIL AND GRASS SEED AL OTHER EXPOSED DRAN AREAS
TYPEADRAIN TYPEBDRAIN

EXCAVATE OPEN DRAN FROMD To 13

AAT 1% LONG GRADE FOR FIRGT om THEN TYPICAL OPEN DRAIN SECTIONS

NOT TOSOALE

  

ROAD 4 PLAN

Wo

 

 

 

CONSTRUCT RESIDENTIAL CROSSOVER

 

   
      

EXCAVATE CULVERTINLET AT 14/
‘2m WIOE BASE WITH 1:4 BATTERS,
TOPSOIL AND TURF

‘6m WIDE DRAINAGE EASEMENT

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    
  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

TO SUIT EXISTING CONCRETE ACCESS. ROAD | CONTREL UNE, Ue EAEUNDORILT EERE ATEMEECTION:
oi Tae verre | wemne [Roa | pe [RRM 7 emanate [cosmo] von
IMPORTANT Pr averse | roreee1 47s | 20srar77 Be et 0.000, 480152 264
AGOESE TO THE EXSTINGLOT MUST BE MANTANED t aaaize [rommee [area te re | am ares
THROUGHOUT THE ENTIRE CONSTRUCTION PHASE. / \ 2 402154068 | Toreees 192 R=-45.000 2157 se7708 6 ea Er 482 180 882
JHE COVIRACTOR GULL LAE WT THE REGENT A a ewan [ren ws [aT Pe] mee | anni
mn Ns / 1 ~azaanoe_| Topas | more Or es_| aor) aoian
Js ™ NYY es mace [88 aoe | a re [wee [aa
YX f/f \ a Ce EN ET ee
NN \ A\\ a anus | ramare Ce Cs
xk ci i See eee terre a
/ il t casi rr ot [asian Pie | et | anne
; HN rm cain Ti Tam | on peer en] vem | wa
fy} a aaronacas_| Toreeon toa | ares 1 Pie im257 | amaz08se | rovm@aaoe
/Hf 7% azar | rove es | 8°25 10 | vom | aamom | 17620
/ Pe anersey [or ioe at |
~s., ot 4oig6se8 | Toroeeaong | 284°20%8.17°
=“ we aereeneee | roreeen a7 | aeareree 17
Py #7 caravan [rr am | ne | ae
LEGEND anf or ‘atone [ rosa [TT
manne, SURE i 7 area | ronson | maser ROAD 2 CONTROL LI
eRe wwveRT Ss. Pe ~aeien0nne | roreene 15 Resomo | ai | nose EASTING | worTNG | Beaune | abrarmA | _ALENGTH | DER ANOLE
KERB UP/ BACK \ ~~ 7 ‘aioraoet | rormmo.i77 | mowreae ~arezee_| roreati ne | eorerer
OAD PAVENENT % cena [en we [Roar erie [riereas | wren er
‘BuLDINO PADS eo -aovesai7e | ro7eo10.844 ‘R= 99.000 08.424 oag08 a avseanens | porsanrart R=20.000 ie BBD
DEvELPNEN BOUNDARY eonmarannesae r cenerze [Trea [TTT ae | anaes HT
ipeeceu a oot ee cenenne [rma Prater cama [ronan [aero
meeeees ROAD 2 PLAN
‘kssocted Conulerts Chant ‘Dawn "] verted Projed ng Th ‘Sheet Saw
ramen yin | TEATREE PROPERTY PTY LTD 1 pe LAKE MACDONALD DRIVE ADWORKS AND DRAINAGE PLAN A
sme on [fen RURAL RESIDENTIAL SUBDIVISION Sage
ia engineers &projectmanagers | sat RPE AP DESCRETON  GRPLOTOH ZRRION.SRPUTITEL UNTO TSPTOT 19553-C1200
so Dreviows = atrz toatwmonry  Reoeksnae conc.
P01 Siges MOU APPROVAL, WORZDATUM GDARE / MGA 256 ee Redden
as ea CoN ea meemenaonet ae eum] teement sme roma gots | 0
fecl tet [Rowe tet = ern Koran ee

 

 

 

Page 6

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         $
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SEALED




                                                                            SEALE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         -0-


        VERTICAL GEOMETRY GRADE
        VERTICAL GRADE LENGTH
                                                     lSi                        -291
                                                                                329.
                                                                                                                              •*0%
                                                                                                                             39 032m
                                                                                                                                                                                                             3 0%
                                                                                                                                                                                                            80.93Bm
                                                                                                                                                                                                                                                                                                          99%
                                                                                                                                                                                                                                                                                                        92 774m
                                                                                                                                                                                                                                                                                                                                                                                                       jss. 8 61?..
                                                                                                                                                                                                                                                                                                                                                                                                       6 1«n
                                                                                                                                                                                                                                                                                                                                                                                                                     ■ion          ■5 ):;:

                                                                                                                                                                                                                                                                                                                                                                                                                                   10 M
                                                                                                                                                                                                                                                                                                                                                                                                                                                            ■19%
                                                                                                                                                                                                                                                                                                                                                                                                                                                           22 038m                         1ST 10m                               TtOOAm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               12.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               12900m


        VERTICAL CURVE L01GTH W                                                                   vcia2                                                       VCL10.5                                                                      VCL125                                                                                                                                                                                             W .8                                _   15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R 3(97.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         VC 15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         17 46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5
           VERTICAL CURVE RADIUS       W                                                           R-                                                                                                                                        R500                                                                                                                                                                ■
                                                                                                                                                                                                                                                                                                                                                                                                                            R 00              R 00


           DATUM R.L 98 00                                                                                                                                                                                                                                                                                                                                                                102.00

            LEVEL VARIANCE                        ¥I                                                    I                              I                I               1I                            1                          5   I     I I                                    I                              I                               I                       I                         f II I !I                                                         I                     l 11                              I                1 I1                       I1
            EXISTING LEVEL
             ON CONTRa LINE
                                                 IlI                              2
                                                                                                                                           '            8
                                                                                                                                                               -
                                                                                                                                                                        8
                                                                                                                                                                                ,                     E
                                                                                                                                                                                                      i'                             ! ! I                                        6
                                                                                                                                                                                                                                                                                                                f                                                                                  i | ! '& !! I I                                                   I 1 1                                       8                            S       §    I
             DESIGN LEVEL                        |11                              8
                                                                                                   l i                                 C                5               §       :■
                                                                                                                                                                                                      fi                         5     l I                                        1                              I                               i                     n1                          !         !I s1!I                                                 I                     I             i                   I                        ii                 l§
             ON CONTRa LINE
                                                                                                                                       8                8      ?        : ?                           :
             CHAINAGE
                                                       2                          a                I    s         r                    8
                                                                                                                                                        i      8
                                                                                                                                                                        is                            §                          8                   §                            s                              S                           II
                                                                                                                                                                                                                                                                                                                                                                       I:                                    ll S                    s                               s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 s          s        s    s      e           s                §
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           r              I
                                                                                                                                                                                                                    LOT 7                                                                                                                                                                                                                                                                       LOT 9




           VERTICAL GEOMETRY GRADE                                                     •12.0%                                                                 5%                                                                            -12 0%                                                        0 0%                                                                           05%                                                                             0.

           VERTICAL GRADE LENGTH                       *0 523m"                    26915m                                                                   71.705m                                                                        53611m                                                       29 167m                                                                      74.660m                                                          9 336m 4.668r i


           VERTICAL CURVE LBIGTH (m)                                                             VCL 47.25                                                                                                        VCL54                                                           VCL15                                                                                                                                                                    VCL9 336

                                                             W’
                                                                   fC
           VERTICAL CLSVE RADIUS       (n9                                                         R 350                                                                                                          R 400                                                               R 125                                                                                                                                                    ,R 1000.9   -R 608 2*


           DATUM RL 9600

             LEVEL VARIANCE
                                                 -                     I                                                             1                                      v                                                                        s                        I                                                                                             s                           ■:

                                                                                                                                                                                                                                                                                                                                                                                                                                                      I ! :              ■
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REFER DRGC1207
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FOR TYPICAL SECTION
                                                             !                                                                                                                                                                                                                                ;                                   :                                                                     !                                 ! .
                                                                       I                           I                                                                                                   I l                                   I E                                                                                                                                                                                                                         §
                                                                                                                                                                                                                                                                                  ■

             EXISTING LEVEL
             ON CONTRa LINE                      P           : P            P     P                        P                          P                                                                                                              t                        "   8                                                              ■
                                                                                                                                                                                                                                                                                                                                                                            S                                                             !   :                          :
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         %
                                                             1P                                                                                                             P                                                    I                                                                                                                                                                                                        I            I
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ■


             DESIGN LEVEL                                                                                                                                                                                                                                                                     E                                   f.                                        !
             ON CONTRa LINE                                            V-                                  P                                                                                                                                                                                                      ■                              5                                                      ?                                              l     l           l

                                                             1              l     s                                                    -                                    s                          g                         5            3      I                        S   I           :                                   *              I                                                      s                               I                    ?
             CHAINAGE                                                                                                                                                                                               2                        ::                                               a                                                                                                                                                       8      ■

                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ;
                                                                                                                                                                                                                                                                                  DW08

                                                                                                                      SEALED                                                                          SEALED




           VERTICAL GEONCTRY GRADE
           VERTICAL GRADE LENGTH
                                                       MM-
                                                             - ,
                                                                 00%                                                   27%
                                                                                                                      24110m
                                                                                                                                                                                             30%
                                                                                                                                                                                            5 783
                                                                                                                                                                                                           110%
                                                                                                                                                                                                           15513m
                                                                                                                                                                                                                                                         •90%
                                                                                                                                                                                                                                                         9580m
                                                                                                                                                                                                                                                                      |-60%[
                                                                                                                                                                                                                                                                      7 405m


                                                                                                                                                                                                                                                                              r
                                                                                                                                                                                                                                                                                                                      m   ■ -■   11548m                                         1 500m
                                                                                                                                                                                                                                                                                                                                                                                                             •10.9%
                                                                                                                                                                                                                                                                                                                                                                                                             38 498m


                                                                                                                                                                                                                                                                                                                                                                                                                                              vcu.s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            -90%



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                tl
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 15%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             48 872m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ^80%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.861IT


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          VCL.9 6 a VCL 15
           VERTICAL CURVE LENGTH (m)                    VT                                                                                     VCL .8
                                                                                                                                                                                                 --                         i'                                   VI I ?



                                                                                                                                                                                                                                                                 1.5
           VERTICAL CURVE RADIUS       (m)                                                                                                     R 56                                                                                                                                                                                                                                                                                            R138                                              R 50                                                      R' 00    R188


           DATUM R L. 104 00                                                                    10500                                                                               10500           Ik                                   10900                                                         110.00                                                          109 00                                                                                                   104.00

             LEVEL VARIANCE                                       1!                                                                           ii                                            III                            ?                                II*                                                          I               I1                                         §                       I                                I                                            I1I                       !                    1       I 1I i
             EXISTING LEVEL
             ON CONTRa LINE
                                                  I          5
                                                                       I                                                         | 5                                                                                    II                                        I 8> S                                              3   ■:


                                                                                                                                                                                                                                                                                                                            .             1 B5                                       |
                                                                                                                                                                                                                                                                                                                                                                                                             s
                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                              S                                                  11                                       I   11I 8
                                                                                                                                  | 51                                                       5
                                                                                                                                                                                                      1                 i                                    I35Sa                                                    i   I                                                     8                            !                                8 I                                          II                        l                    I                           ?s
             DESIGN LEVEL
             ON CONTRa LINE
                                                                                                                                                                                                                                                                                                                          8
                                                                                                                                                                                                                                                                                                                                                                                :■

                                                                                                                                                                                                                                                                                                                                                                                     i                       8                                8

                                                        i II                                                                      a            R I
                                                                                                                                               a a                                          I1                          a                                   I9            8                                               2
                                                                                                                                                                                                                                                                                                                                          1I                                    ■?   2                       R                                    |                                             I3S                  A                    3       |                        1
             CHAINAGE

‘
                                                       LOT 10                                                         LOT 11                                                                          LOT 12                                                LOT 13                                                              LOT 14                                                         LOT 15                                                                                                                            LOT 16


                                                                                                                                                                                                                                                                                                                                  Voitlled                    Pro|ed                                                                                             Drawing Trie

    ....
                                                                                                                                                                                                                                     TODH
    COPYRIGHT C                                                                                                 AsmclalM Contulanlc                                     Clenl
                                                                                                                                                                                                                                                                                                  ID                              Dft                                                                                                                                                                                                                     HOR 1500
         drawiig Is oub|
    copynghl In accofdi
                                                                                                                                  PLANNER
                                                                                                                                                                        TEATREE PROPERTY PTY LTD                                                                                                                                                              LAKE MACDONALD DRIVE                                                                               LOT ACCESS ROADS                                                                         VER 1250                 A1
:   the sgros mom balwaen TOD
    Consulting Ply Lid 00) and Ire
                                                                                                                  ,


                                                                                                                  WSSi,
                                                                                                                         .Jfifc PlvcTal Pertpedlve Ply Ud
                                                                                                                                                                                                                                                                                                  LD°                             Veiffled
                                                                                                                                                                                                                                                                                                                                  OR                          RURAL RESIDENTIAL SUBDIVISION                                                                      LONGITUDINAL SECTIONS                                                            Drawing Nurrter
    cMnt This drawing shall only
    be utad lor Ihls specific pioje                                                                                                                                                                                                  engineers & project managers                                 Approved                        RPEQNo                      RP DESCRIPTION         8RPie0703 : 2RP85200B: 3RP137375 :140MCH978 101SP142407                     SHEET 2 OF 2                                                                               19553-C1205
    Thlt drawng shall not ba used                                                                                                                                                                                                        07 644 9 9600      aunehn* Coeet 07 6339 3190            D REYNOLDS                      9072                        LOCAL AUTHORITY        NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Sheet
                                                                                                                                                                                                                                             PO 8ox61 . NoosantUa, OLD 4SM                                                                                    MR APPROVAL                                     HORIZ: DATUM GDA94/M3AZ56
    lor conaruclion unll trarliad ••                                                                                                                                                                                                                                                              Siped
l           .oreConilrucbon' in the
    ‘Issued For
             date
                                             10 1120    ISSUE FOR CONSTRUCTION
                                                        Rewacn Dawnpdon
                                                                                                           DR                                                                                                                                          ig com    wwwl
                                                                                                                                                                                                                                                   ABN 39128606 336                                                                                  101120
                                                                                                                                                                                                                                                                                                                                                              ROL APPROVAL
                                                                                                                                                                                                                                                                                                                                                              OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                     RAL19/0018               VERT DATUM
                                                                                                                                                                                                                                                                                                                                                                                                                   I        AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MreaiaiNieiB so«M->ssiaa                                  11 of 15                0

Page 7

                                                                                             4.000                           6.000                            4000                                                                                                                                                             4 000                     5 500                         4000                      N>
                                                                                           "VERGE-                        CARRIAGEWAY                        VERGE                                                                                                                                                            VERGE                   CARRIAGEWAY                     J^ERQE-
                                                                   4^10                                                                                                                        SITE WON MATERIAL
                                                                                                                        3%                 •3%~-                                                                                                                                                                                                                        3%
                                                                                                                                                                                                ■LiONO                                                                                                                                    *8
                                                                    REFER PRELIMINARY PAVEMENT DESIGN          7                                                                                                                                                                                   REFER PRELIMINARY PAVEMENT DESIGN           7                                         TYPE Ml KERB & CHANNEL

                                                                                                                                                                                                                                                                                                                                                             Hi
                                                                                                                                                                   TYPE Ml KERB & CHANNEL                                                                                                                                                                                                AS PER IPWEAQ STD DRGRS-080
                                                                                                                                 §11                               AS PER IPWEAQ STD DRG RS-C80
                                                                                                                                                                  - SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS
                                                                                                                                                                                                                                                                                                                                                                                         - SUBS01 DRAIN INCLUDING FLUSH-OUTS & OUTLETS
                                                                                                                                                                                                                                                                                                                                                                                           AS PER IPWEAQ STD DRGS RS-140 & RS-142 (TYP)
                                                                                                                                                                    AS PER IPWEAQ STD DRGS RS-140 &RS-142 (TYP)



                                                                                                         ROAD 1 - TYPICAL SECTION                                                                                                                                                                                                      ROAD 2 - TYPICAL SECTION
                                                                                                                             SCALE 1 TOO                                                                                                                                                                                                                 SCALE 1 100




                                                                             ASPHALT TYPE D010,30im MN COMPACTED DEPTH                                                                                                                                                                                        ASPHALTTYPE DQ10,30mm MIN CONPACTEO DEPTH
                                                                             ON PRINER SEAL                                                                                                                                                                                                                   ON PRIMER SEAL



                                           sr^i                                                                                                                                                                                                                               ir.
                                                                                                                                 MHEItMKnM                                MDEPTH TOBECONFiRNED BT THE ENGINEER AFTER                                                                                                                                           PRBS£M NSFfCWN                 MINIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER AFTER
                                                                             BASE COURSE UNBOUND PAVEMENT TYPE 22 (CBR 80)                                                G OF THE INSITU SUBGRADE                                                                                                            BASE COURSE UNBOUND PAVENENT TYPE 72 (CBR80)                                    TESTING OF THE INSITU SUBGRADE
                                                                             MNIMUM COMPACTION 100% LCD                                                                                                                                                                                                       MINIMJM COMPACTION: 100% NOD
                                                                                                                                                                                                                                                                                                                                                                                              DESIGN ESAc 80x10* (ACCESS)

                                           ;                                 SUB-BASE COURSE UNBOUNDI PAVEMENT TYPE 2.4 (CBR 30)
                                                                                                                                                                  DESIGN ESA6 2.0x10* (LOCAL)
                                                                                                                                                                  ASSUNED CBR50%                                                                                               ;                     f        SUB-BASE COURSE • UNBOUND) PAVENENT TYPE 2 4 (CBR 30)                           ASSUMEID CBR 8.0%

                                           a                                 MNIMJM COMPACTION 100%lMDD
                                                                                                                                                                  MDD         STANDARD MAXIMJM DRY DENSITY
                                                                                                                                                                                                                                                                                                     g        MINIMJM COMPACTTION 100% INOD
                                                                                                                                                                                                                                                                                                                                                                                                MDD   STANDARD MAXIMUMDRY DENSITY
                                                                NATURAL SUBGRADE 100% NOD
                                                                                                                                                                                                                                                                                        Vj    NATURAL SUBGRADE 100% MDD

                                                                          * TYPE 28 (CBR 16) SUBGRADE RBI
                                                                                                        LACEMENT 88%MN®D                                                                                                                                                                                 *    TYPE28 (CBR 18) SUBGRADE REPLAC EMENT BS%MM)0
                                                                            IF DIRECTED BY SUPERINTENDENT                                                                                                                                                                                                     IF DIRECTED BY SUPERINTENDENT




                                                                                           ROAD 1 - PRELIMINARY PAVEMENT DESIGN                                                                                                                                                                                             ROAD 2 - PRELIMINARY PAVEMENT DESIGN




                                                                                                                                                                                                                                                                                                                                                             4000



                                                                                                                                                                                                                                                                                                                                                     -■-3%            -3%
                                                                                                                                                                                                                                                                                                                                         '7                                      if
                                                                                                       .250                   7.000                        1250

                                                                                    SHOULDER-
                                                                                                   /                      TRAFFIC LANES                      \    ^ SHOULDER
                                                                                                                                                                                                                                                                                                             3m WIDE TWO COAT BITUNEN SEAL                      :
                                                                                                                                                                                                                                                                                                             (WHERE NOMNATED ON LONG SECTION)
                                                                                                                                 -6000              -1000                                                                                                                                                                 LAR PAVENENT
                                                                                                                                                                                                                                                                                                             ICOmm TYPE 2.3 BAS COURSE
                                                                   MNTCH EXISTING CROSSFALL - .-H-                    EXISTING SHOULDERS                                                                                                                                                                     ICOmm TYPE 2.4 SUB-BASE COURSE

                                                                                                                  CUTBACK        t
                                                     REFER PRELIMNARY PAVEMENT DESIGN-                                                                                                                                                                                                                                      LOT ACCESS ROADS - TYPICAL SECTION
                                                                                                                                 !l!:                                                                                                                                                                                                                     SCALE 1 100




                                                                             LAKE MACDONALD DRIVE INTERSECTION - TYPICAL SECTION
                                                                                                                             SCALE 1:100
                                                                                                                                                                                                                                                                                                                                                                                      STRAIGHT VERTICAL
                                                                                                                                                                                                                                                                                                                                                                                      SAW CUT

                                                                                                                                                                                                                                                                                                                                                                                       EXISTING PAVEMENT
                                                                                                                                                                                                                                                                                                               WEARING SURFACE
                                                                                 ASPHALTTYPE DG10, «rmi MIN COMPACTED DB’TH
                                                                                 ON PRIMER SEAL



                                               I ^ !                                                                                                                                                                                                                                                                                      «'
                                                                                                                                   jw^GALNsnunav                        MNIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER AFTER
                                                                                                                                                                                                                                                                                                                    BASE COURSE
                                                                                 BASE COURSE UNBOUND PAVEMENT TYPE 22 (CBR 60)                                          TESTING OF THE INSITU SUBGRADE
                                                                                 MINIMUM COMPACTION: 100% MDD
                                                                                                                                                                        DESIGN ESAt 1.0 x 10* (DISTRIBUTOR)
                                                                                                UNBOUND PAVEMENT TYPE 24 (CBR 30)
                                                                               SUB-BASEI COURSE U                                                                       ASSUMED CBR 6 0%                                                                                                                                SUB-BASE -
                                                                               MNIMUM COMPACTIO
                                                                                       i         IN. 100% MDD
                                                Q
                                                                                                                            SUHGKMX HSPBCTKH                            NOD       STANOAROMAXMJMDRY DENSITY
                                                                                                                                                                                                                                                                                                                                                        0300        0300
                                                                    NATURAL SUBGRAOE 100% NOD
                                                                             *   TYPE 2 8 (CBR 1S)SSUBGRADE REPLACEMENT 9S%MMDD
                                                                                 IF DIRECTED BY SUIPERINTENOENT
                                                                                                                                                                                                                                                                                                                                                      N      EDGE OF EXISTING
                                                                                                                                                                                                                                                                                                                                                                                  i
                                                                                                                                                                                                                                                                                                                                                             FULL DEPTH PAVEIi




                                                                LAKE MACDONALD DRIVE INTERSECTION - PRELIMINARY PAVEMENT DESIGN                                                                                                                                                                                                    JOINING TO EXISTING PAVEMENT
                                                                                                                                                                                                                                                                                                                                                         NOT TO SCALE


;

    COPYRIGHT©                                                                                            ACffiaalM Conculartc                     Clart                                                                                                                      VtiMiad               Prc(«a                                                                                                                                          Sc«e               3im1Sh«

        I (Xtwng Is sub|«ci lo
    topynjhl In aceoidanc# with
    Bit            bahwtn TO#
    Consulting PV Lid (Ic) and [ '
    elunt This drawing snail only
    bs und f"—---------“------
    Thta tiawrg shall not be uaod
                                                                                                              WiSSi '
                                                                                                                         PIAKRER
                                                                                                                  . >*» Rvoia PsfspedM Ply Ud
                                                                                                                                                   TEATREE PROPERTY PTY LTD
                                                                                                                                                                                                              TODB
                                                                                                                                                                                                                engineers & project mmagers
                                                                                                                                                                                                                   07 8449 9600      Ounsti.ui Const 07 8329 3190
                                                                                                                                                                                                                                                                    ID

                                                                                                                                                                                                                                                                    Lcf
                                                                                                                                                                                                                                                                    Afff
                                                                                                                                                                                                                                                                    DR:
                                                                                                                                                                                                                                                                              DR

                                                                                                                                                                                                                                                                              DR
                                                                                                                                                                                                                                                                              RPEO No
                                                                                                                                                                                                                                                                              9072
                                                                                                                                                                                                                                                                                                    LAKE MACDONALD DRIVE
                                                                                                                                                                                                                                                                                                    RURAL RESIDENTIAL SUBDIVISION
                                                                                                                                                                                                                                                                                                    RP DESCRIPTION
                                                                                                                                                                                                                                                                                                    LOCAL AUTHORITY
                                                                                                                                                                                                                                                                                                                     0RPI6070 3 2RP652009 3RP137376 140MCH678 101SP1424D7
                                                                                                                                                                                                                                                                                                                     NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                 TYPICAL SECTIONS                                                    AS SHOWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                    Drawng Nuntaf




                                                                                                                                                                                                                                                                                                                                                                                                                                                    Sheet
                                                                                                                                                                                                                                                                                                                                                                                                                                                             19553-C1207
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A1


    lor conaliucOon unll marked os                                                                                                                                                                                     PO Box 61, NoOMvtlla. QU3 4566                                               MCU APPROVAL                            HORIZ! DATUM GDA94 / NT3AZ56
                                                                                                                                                                                                                                                                    Siffied
    Tasued Foi
            [oi Conslfuction'
                C
            -l- H
                              In Iha   0   10.1120
                                               Dae
                                                       ISSUE FOR CONSTRUCTION
                                                       Revlc/on DewiHon
                                                                                                  DR                                                                                                                Cllodconaulllng.com     wnw.lodconaullng
                                                                                                                                                                                                                             ABN 39 1 26 606 338                                        10.11.20
                                                                                                                                                                                                                                                                                                    ROL APPROVAL      RAL19/0018
                                                                                                                                                                                                                                                                                                    OPW APPROVAL________________
                                                                                                                                                                                                                                                                                                                                            VERT DATUM
                                                                                                                                                                                                                                                                                                                                                 I
                                                                                                                                                                                                                                                                                                                                            RL DATUM
                                                                                                                                                                                                                                                                                                                                                         AHD
                                                                                                                                                                                                                                                                                                                                                                                                         UMSUdUEHIBm                                        13 of 15       0

Page 8

    DA Form 1 - Development application details
    Approved form (version 1.1 effective 22 JUNE 2018) made under section 282 of the Planning Act 2016.
            *
'   This form must be used to make a development application involving code assessment or impact assessment,
    except when applying for development involving building work.
    For a development application involving building work only, use DA Form 2-Building work details.
    For a development application involving building work associated with any other type of assessable development
    (i.e. material change of use, operational work or reconfiguring a lot), use this form (DA Form 1) and parts 4 to 6 of
    DA Form 2 - Building work details.
    Unless stated othen/vise, all parts of this form must be completed in full and all required supporting information must
    accompany the development application.
    This form and any other form relevant to the development application must be used to make a development application
    relating to strategic port land and Brisbane core port land under the Transport Infrastructure Act 1994, and airport land
    under the Airport Assets (Restructuring and Disposal) Act 2008. For the purpose of assessing a development
    application relating to strategic port land and Brisbane core port land, any reference to a planning scheme is taken to
    mean a land use plan for the strategic port land, Brisbane port land use plan for Brisbane core port land, or a land use
    plan for airport land.
    One or more additional pages may be attached as a schedule to this development application if there is insufficient
    space on the form to include all the necessary information.

    Note:         All terms used in this form have the meaning given under the Planning Act 2016, the Planning Regulation 2017, or the Development
            Assessment Rules (DA Rules)


    PART 1 - APPLICANT DETAILS


                     Applicant name(s) {individual or company full name)         Cl f&ii\j        d2

                     Contact name (only applicable for companies)                                                                    V
                     Postal address (PO Box or street address)

                     Suburb        PC                 IIS£
                     State          BuItOT
                     Postcode          WU
                     Country

                     Contact number        Gmrnwr.
                     Email address (non-mandatory)

                     Mobile number (non-mandatory)         ^ Lj_j £               i       1
                     Fax number (non-mandatory)

                     Applicant’s reference number(s) (if applicable)




                     2.1) Is written consent of the owner required for this development application?
                     Yes - the written consent of the owner(s) is attached to this development application
                     No - proceed to 3)



    PART 2 - LOCATION DETAILS




                     Street address AND lot on plan (all lots must be listed), or
                     Street address AND lot on plan for an adjoining or adjacent property of the premises (appropriate for
                     development in water but adjoining or adjacent to land e g. jetty, pontoon; all lots must be listed).
                     a) Unit No.     Street No. Street Name and Type                               Suburb
                                                                                                                                           [of ,
                                         b            l?0ibiru
                        Postcode Lot No.           Plan Type and Number (e.g. RP, SP)              Local Government Area(s)

                                                                     5?
                     b) Unit No.     Street No. Street Name and Type                               Suburb

Page 9

              Postcode Lot No.           Plan Type and Number (e g. RP, SP)             Local Government Area(s)




           Coordinates of premises by longitude and latitude
           Longitude(s)                  Latitude(s)                Datum               Local Government Area(s) (if applicable)
                                                                    WGS84
                                                                    GDA94
                                                                    Other:
           Coordinates of premises by easting and northing
           Easting(s)        Northing(s) Zone Ref.                  Datum               Local Government Area(s) (if applicable)
                                         54                         WGS84
                                         55                         GDA94
                                         56                         Other:


           Additional premises are relevant to this development application and their details have been attached in
           a schedule to this application                                      , VCA
           Not required                                                       \) \




           In or adjacent to a water body or watercourse or in or above an aquifer
           Name of water body, watercourse or aquifer:                           7
           On strategic port land under the Transport Infrastructure Act 1994
           Lot on plan description of strategic port land:

           Name of port authority for the lot:

           In a tidal area
           Name of local government for the tidal area (if applicable):

           Name of port authority for tidal area (if applicable):

           On airport land under the Airport Assets (Restructuring and Disposal) Act 2008
           Name of airport:

           Listed on the Environmental Management Register (EMR) under the Environmental Protection Act 19i 4
           EMR site identification:

           Listed on the Contaminated Land Register (CLR) under the Environmental Protection Act 1994
           CLR site identification:




           Yes - All easement locations, types and dimensions are included in plans submitted with this
                     development application
           No



PART 3 - DEVELOPMENT DETAILS

Section 1 - Aspects of development

           a) What is the type of development? (bck only one box)
           Material change of use Reconfiguring a lot            Operational work                        Building work
           b) What is the approval type? (tick only one box)
           Development permit          Preliminary approval Preliminary approval that includes
                                                               a variation approval
           c) What is the level of assessment?
           Code assessment             Impact assessment (requires public notification)
           d) Provide a brief description Of the proposal (e g 6 unit apartment building defined as multi-unit dwelling, reconfiguration
           of 1 lot into 3 lots):

Page 10

                  e) Relevant plans
                  Note: Relevant plans are required to be submitted for all aspects of this development application. For further informabon, see DA
                  Forms guide: Relevant Plans.
                  Relevant plans of the proposed development are attached to the development application



                  a) What is the type of development? (tick only one box)

                  Material change of use Reconfiguring a lot                 Operational work                            Building work

                  b) What is the approval type? (bck only one box)

                  Development permit             Preliminary approval Preliminary approval that includes a variation approval

                  c) What is the level of assessment?

                  Code assessment                Impact assessment (requires public notification)

                  d) Provide a brief description of the proposal (e g 6 unit apartment building defined as mutti-unit dwelling, reconfiguration
                  of 1 lot into 3 lots):




                  e) Relevant plans
                  Note: Relevant plans are required to be submitted for all aspects of this development application. For further information, see DA
                  Forms Guide: Relevant plans
                  Relevant plans of the proposed development are attached to the development application




                  Additional aspects of development are relevant to this development application and the details for these
                  aspects that would be required under Part 3 Section 1 of this form have been attached to this
                  development application
                  Not required



Section 2 - Further development details

                  Material change of use Yes - complete division 1 if assessable against a local planning instrument

                  Reconfiguring a lot           Yes - complete division 2

             ^    Operational work              Yes - complete division 3

                  Building work                 Yes - complete DA Form 2 - Building work details



Division 1 - Material change of use
Note: This division is only required to be completed if any part of the development application involves a material change of use assessable against a
local planning instrument


                  Provide a general description of the Provide the planning scheme                  Number of dwelling Gross floor
                  proposed use                         definition (include each definition in a new units (if applicable) area (m2)
                                                                                                                          (if applicable)




Division 2 - Reconfiguring a lot
Note: This division is only required to be completed if any part of the development application involves reconfiguring a lot.




                  Subdivision (complete 10))                   Dividing land into parts by agreement (complete 11))

                  Boundary realignment (complete 12)) Creating or changing an easement giving access to a lot from a
                                                         construction road (complete 13))




                  Intended use of lots created                           Residential            CommerciallndustriaDther, please specify:



                  Number of lots created

Page 11

                  Yes - provide additional details below
                  No
                  How many stages will the works include?

                  What stage(s) will this development application apply
                  to?




                  Intended use of parts created                     Residential         Commercial Industrial Other, please specify:


                  Number of parts created




                                       Current lot                                           Proposed lot
                  Lot on plan description                Area (m2)         Lot on plan description             Area (m2)




                  Existing or              Width       Length       Purpose of the easement? (e g                   Identify the land/lot(s)
                  proposed?                (m)         (m)         pedestrian access)                               benefitted by the easement




Division 3 - Operational work
Note: This division is only required to be completed if any part of the development application involves operational work.


                  Road work                                        Stormwater                Water infrastructure
                  Drainage work                                    Earthworks                Sewage infrastructure                               io           .
                  Landscaping                                      Signage                   Clearing vegetation
                  Other - please specify :                    i       ^
                              Q-brdW Jdvdz Cro&oM&r
                  Yes - specify number of new lots:




                                                                                                                                                      Ll (?       ■
                                                                                                                                Cor*- p ^ ^
PART 4 - ASSESSMENT MANAGER DETAILS




                  Yes - a copy of the decision notice is attached to this development application
                  Local government is taken to have agreed to the superseded planning scheme request - relevant
                  documents attached
                  No




PART 5 - REFERRAL DETAILS

Page 12

No, there are no referral requirements relevant to any development aspects identified in this
development application - proceed to Part 6
Matters requiring referral to the Chief Executive of the Planning Regulation 2017:
Clearing native vegetation
Contaminated land (unexploded ordnance)
Environmentally relevant activities (ERA) (only if the ERA have not been devolved to a local government)
Fisheries - aquaculture
Fisheries - declared fish habitat area
Fisheries - marine plants
Fisheries - waterway barrier works
Hazardous chemical facilities
Queensland heritage place (on or near a Queensland heritage place)
Infrastructure - designated premises
Infrastructure - state transport infrastructure
Infrastructure - state transport corridors and future state transport corridors
Infrastructure - state-controlled transport tunnels and future state-controlled transport tunnels
Infrastructure - near a state-controlled road intersection
On Brisbane core port land near a State transport corridor or future State transport corridor
On Brisbane core port land - ERA
On Brisbane core port land - tidal works or work in a coastal management district
On Brisbane core port land - hazardous chemical facility
On Brisbane core port land - taking or interfering with water
On Brisbane core port land - referable dams
On Brisbane core port land - fisheries
Land within Port of Brisbane’s port limits
SEQ development area
SEQ regional landscape and rural production area or SEQ rural living area - tourist activity or sport and
recreation activity
SEQ regional landscape and rural production areaor SEQ rural living area - community activity
SEQ regional landscape and rural production areaorSEQ rural living area - indoor recreation
SEQ regional landscape and rural production areaorSEQ rural living area - urban activity
SEQ regional landscape and rural production areaorSEQ rural living area - combined use
Tidal works or works in a coastal management district
Reconfiguring a lot in a coastal management district or for a canal
Erosion prone area in a coastal management district
Urban design
Water-related development - taking or interfering with water
Water-related development - removing quarry material (from a watercourse or lake)
Water-related development - referable dams
Water-related development - construction of new levees or modification of existing levees (category 3
levees only)
Wetland protection area
Matters requiring referral to the local government:
Airport land
Environmentally relevant activities (ERA) (only if the ERA have been devolved to local government)
Local heritage places
Matters requiring referral to the chief executive of the distribution entity or transmission entity:
Electricity infrastructure
Matters requiring referral to:
• The Chief executive of the holder of the licence, if not an individual
• The holder of the licence, if the holder of the licence is an individual
Oil and gas infrastructure
Matters requiring referral to the Brisbane City Council:
Brisbane core port land
Matters requiring referral to the Minister under the Transport Infrastructure Act 1994:
Brisbane core port land (inconsistent with Brisbane port LUP for transport reasons)
Strategic port land
Matters requiring referral to the relevant port operator:
Land within Port of Brisbane’s port limits (below high-water mark)
Matters requiring referral to the Chief Executive of the relevant port authority:
Land within limits of another port (below high-water mark)
Matters requiring referral to the Gold Coast Waterways Authority:
Tidal works, or work in a coastal management district in Gold Coast waters
Matters requiring referral to the Queensland Fire and Emergency Service:
Tidal works marina (more than six vessel berths)

Page 13

        Yes - referral response(s) received and listed below are attached to this development application
        No
        Referral requirement                      Referral agency                      Date of referral response




        Identify and describe any changes made to the proposed development application that was the subject of
        the referral response and the development application the subject of this form, or include details in a
        schedule to this development application (if applicable).




PART 6 - INFORMATION REQUEST


        I agree to receive an information request if determined necessary for this development application
        I do not agree to accept an information request for this development application
        Note: By not agreeing to accept an information request i, the applicant, acknowledge:
        • that this development application will be assessed and decided based on the information provided when making this
          development application and the assessment manager and any referral agencies relevant to the development application are not
          obligated under the DA Rules to accept any additional information provided by the applicant for the development application
          unless agreed to by the relevant parties
        • Part 3 of the DA Rules will still apply if the application is an application listed under section 11.3 of the DA Rules.
       Further advice about information requests is contained in the DA Forms Guide.

PART 7 - FURTHER DETAILS

                                                                                                                              >D
        Yes - provide details below or include details in a schedule to this development application
        No
       List of approval/development                       Reference number               Date Assessment manager
       application references

       Approval
       Development application
       Approval
       Development application




       Yes - a copy of the receipted QLeave form is attached to this development application
       No - I, the applicant will provide evidence that the portable long service leave levy has been paid before
       the assessment manager decides the development application. I acknowledge that the assessment
       manager may give a development approval only if I provide evidence that the portable long service leave
       levy has been paid
       Not applicable (e g. building and construction work is less than $150,000 excluding GST)
       Amount paid                   Date paid (dd/mm/yy)                                QLeave levy number
       $




       Yes - show cause or enforcement notice is attached
       No




       Yes-the required attachment (form ESR/2015/1791) for an application for an environmental authority
       accompanies this development application, and details are provided in the table below
       No
       Note Application for an environmental authority can be found by searching "ESR/2015/1791" as a search term at www.ald.aov.au.
       An ERA requires an environmental authority to operate See www business, aid aov.au for further information

       Proposed ERA                   Proposed ERA threshold:
       number:
       Proposed ERA name
                                 Multiple ERAs are applicable to this development application and the details have

Page 14

                           been attached in a schedule to this development application.




Yes - Form 69: Notification of a facility exceeding 10% of schedule 15 threshold is attached to this,
development application                                                                          /
No
Note: See www. business, aid, aov.au for further information about hazardous chemical notifications




Yes - this development application includes written confirmation from the chief executive of the
Vegetation Management Act 1999 (s22A determination)
No
Note: 1.             Where a development application for operational work or material change of use requires a s22A determination
and this is not included, the development application is prohibited development
2. See httos://www old aov.au/environment/landA/eaetation/aoolvina for further information on how to obtain a s22A determination




Yes - I acknowledge that an environmental offset must be provided for any prescribed activity assessed
as having a significant residual impact on a prescribed environmental matter
No
Note The environmental offset section of the Queensland Government's website can be accessed at www old aov.au for further
information on environmental offsets




Note: See guidance materials at mvw.des.ald.aov.au for further information
IWater resources
23 6) Does this development application involve taking or interfering with underground water
through an artesian or subartesian bore, taking or interfering with water in a watercourse, lake or
spring, or taking overland flow water under the Water Act 2000?
Yes - the relevant template is completed and attached to this development application and I
acknowledge that a relevant authorisation or licence under the Water Act 2000 may be required prior to
commencing development
No
Note: Contact the Department of Natural Resources, Mines and Energy at www.dnnne.ald.aov.au for further information
DA templates are available from httos//planning dsdmiD.ald.aov.au/. If the development application involves:
• Taking or interfering with undergmuhd water through an artesian or subartesian bore: complete DA Form 1 Template 1
• Taking or interfering with water in a watercourse, lake or spring complete DA Formt Template 2
• Taking overland flow water: complete DA Form 1 Template 3

Waterway barrier works
23.7) Does this application involve waterway barrier works?
Yes - the relevant template is completed and attached to this development application
No
DA templates are available from httns://olannina.dsdmio.ald.aov.au/. For a development application involving waterway banter
works, complete DA Form 1 Template 4




Yes - an associated resource allocation authority is attached to this development application, if required
under the Fisheries Act 1994
No
Note: See guidance materials at wvm.daf ald.gov au for further information.




Yes -1 acknowledge that a quarry material allocation notice must be obtained prior to commencing
development
No
Note: Contact the Department of Natural Resources, Mines and Energy at www.dnrme.ald.aov.au and www.business.ald.aov.au for
furtfier information.




Yes -1 acknowledge that a quarry material allocation notice must be obtained prior to commencing

Page 15

       development
       No
       Note: Contact the Department of Environment and Science at www.des.ald aovau for further information.




       Yes - the ‘Notice Accepting a Failure Impact Assessment’ from the chief executive administering the
       Water Supply Act is attached to this development application
       No
       Note See guidance materials at www.dnrme.ald.aov.au for further information.




       Yes - the following is included with this development application:
            Evidence the proposal meets the code for assessable development that is prescribed tidal work
              (only required if application involves prescribed bdal work)
              A certificate of title
       No
       Note: See guidance materials at www.des.ald.aov.au for further information




       Yes - details of the heritage place are provided in the table below
       No
       Note See guidance materials at www.des.ald.aov.au for information requirements regarding development of Queensland heritage
       places.

       Name of the
                                        Place ID:
       heritage place:




       Yes - this development application demonstrates how the proposal meets the code for a development
       application for a brothel under Schedule 3 of the Prostitution Regulation 2014
       No
       Decision under section 62 of the Transport Infrastructure Act 1994
       23.15)
       Yes - this application will be taken to be an application for a decision under section 62 of the Transport
       Infrastructure Act 1994 (subject to the conditions in section 75 of the Transport Infrastructure Act 1994
       being satisfied)
       No




PART 8 - CHECKLIST AND APPLICANT DECLARATION


       I have identified the assessment manager in question 15 and all relevant referral
       requirement(s) in question 17                                                                                    Yes
       Note See the Planning Regulation 2017 for referral requirements

       If building work is associated with the proposed development, Parts 4 to 6 of DA Form 2 - Yes
       Building work details have been completed and attached to this development application Not applicable

       Supporting information addressing any applicable assessment benchmarks is with
       development application
       Note: This is a mandatory requirement and includes any relevant templates under question 23, a planning          Yes
       report and any technical reports required by the relevant categorising instruments (e g. local government
       planning schemes, Stale Planning Policy, State Development Assessment Provisions). For further information,
       see DA Forms Guide: Planning Report Template

       Relevant plans of the development are attached to this development application
       Note: Relevant plans are required to be submitted for all aspects of this development application. For further   Yes
       information, see DA Forms Guide: Relevant plans.

       The portable long service leave levy for QLeave has been paid, or will be paid before a                          Yes
       development permit is issued (see 21))                                                                           Not applicable




       By making this development application, I declare that all information in this development application is
       true and correct

Page 16

       Where an email address is provided in Part 1 of this form, I consent to receive future electronic
       communications from the assessment manager and any referral agency for the development application
       where written information is required or permitted pursuant to sections 11 and 12 of the Electronic
        Transactions Act 2001
       Note: It is unlawful to intentionally provide false or misleading information.
       Privacy - Personal information collected in this form will be used by the assessment manager and/or
       chosen assessment manager, any relevant referral agency and/or building certifier (including any
       professional advisers which may be engaged by those entities) while processing, assessing and deciding
       the development application.
       All infomnation relating to this development application may be available for inspection and purchase,
       and/or published on the assessment manager’s and/or referral agency’s website.
       Personal information will not be disclosed for a purpose unrelated to the Planning Act 2016, Planning
       Regulation 2017 and the DA Rules except where:
       • such disclosure is in accordance with the provisions about public access to documents contained in the
           Planning Act 2016 and the Planning Regulation 2017, and the access rules made under the Planning
           Act 2016 and Planning Regulation 2017; or
       • required by other legislation (including the Right to Information Act 2009)] or
       • otherwise required by law.
       This information may be stored in relevant databases. The information collected will be retained as
       required by the Public Records Act 2002.


PART 9 - FOR OFFICE USE ONLY

        Date receivecReference number(s):




        Prescribed assessment manager

        Name of chosen assessment manager
        Date chosen assessment manager engaged
       Contact number of chosen assessment manager

       Relevant licence numbers) of chosen assessment
       manager




        Description of the work

       QLeave project number
       Amount paid ($)
        Date paid
        Date receipted form sighted by assessment manager

       Name of officer who sighted the form




                                                                                               Queensland
                                                                                               Government

Page 17

GENERAL NOTES:                                                                                                                                 PROJECT NOTES:
GN01-VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS.                           - ALL SMOKE ALARMS TO BE INTERCONNECTED IN ACCORDANCE WITH NCC
ENSURE THAT ALL BUILDING WORKS CONFORM TO THE NATIONAL CONSTRUCTION CODE (NCC) OF AUSTRALIA, CURRENT AUSTRALIAN                                - LIFT-OFF HINGES TO WGS ( UNLESS DOOR SWING 1.2m CLEAR )
                                                                                                                                               - REFER TO ENGINEERS DRAWINGS FOR BEAM LOCATIONS/SIZES
STANDARDS, BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS. REPORT ALL DISCREPANCIES TO THIS
OFFICE FOR CLARIFICATION.                                                                                                                      - STUD SPACING TO SHOWER AREA WALLS 300mm MAX
GN02-THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL ENGINEERING DRAWINGS.                                                        - WINDOW SIZES SHOWN ARE NOMINAL ONLY & MAY VARY DEPENDING
GN03-THE CONTRACTOR SHALL CARRY OUT THE WORK IN ACCORDANCE WITH THE N.C.C, AUSTRALIAN STANDARDS & LOCAL AUTHORITY                              ON MANUFACTURES SPECIFICATIONS AND EXACT SIZES

REQUIREMENTS.                                                                                                                                  - MANHOLE LOCATION TBC ON SITE & SUBJECT TO RE LOCATION BY
                                                                                                                                               RELEVANT CONTRACTOR
GN04-ALL SERVICES ARE TO COMPLY WITH PART 3.12.5 OF THE N.C.C.
GN05-ALL WET AREAS TO COMPLY WITH NCC 3.8.1 AND AS.3740 - 2010. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800mm                        - LOCATIONS FOR ALL HEATING & COOUNG UNITS, SOLAR PANELS, MAN HOLES &
ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES, AND 150mm ABOVE BATHTUBS, BASINS, SINKS AND TROUGHS IF WITHIN 75mm OF THE WALL, U.N.O.                 WHIRLY BIRDS AND THE UKE ARE NOMINAL ONLY AND SUBJECT TO CHANGE AS
                                                                                                                                               PER FINAL ON SITE LOCATION REQUIREMENTS BY RELEVANT SUPPLIER
GN06-PROVIDE HOGGINGS TO WET AREA ROOMS TO SECURE FIXING OF ACCESSORIES INCLUDING TOWEL RAILS. SHOWER BASKET, HAND
                                                                                                                                               - SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT
DRYERS AND TOILET ROLL HOLDERS.
                                                                                                                                               AUTHORITYS REQUIREMNTS
GN07-W.C DOORS TO COMPLY WITH NCC le: HAVE LIFT OFF HINGES, OPEN OUTWARD, SLIDING DOOR OR TO HAVE 1.2M BETWEEN THE PAN AND                     -ALL DIMENSIONS ON PLAN EXCLUDE PLASTERWORK
THE DOORWAY
GN08-ALL DOORS LEADING TO EXITS, AND IN EXITS, ARE TO BE FITTED WITH DOOR FURNITURE
GN09-MOUNTED BETWEEN 900mm & 1200mm ABOVE FLOOR LEVEL, AND BE CAPABLE OF BEING OPENED BY A SINGLE-HANDED DOWNWARD
ACTION ON A SINGLE DEVICE WITHOUT THE USE OF A KEY, FROM THE DIRECTION THAT A PERSON WOULD SEEK EGRESS.
GN10-VERIFY ALL STRUCTURAL REQUIREMENTS BEFORE AND DURING CONSTRUCTION.
                                                                                                                                               STAIR CONSTRUCTION:
GN11-SMOKE DETECTORS TO BE DIRECT MAINS WIRED WITH BATTERY BACK UP AND TO COMPLY WITH 3786 - 1993                                              ALL STAIRS TO COMPLY WITH THE FOLLOWING
GN12-PROVIDE ELECTRICAL SAFETY SWITCHES TO ALL SWITCHBOARDS.
GN 13-ENSURE ALL NEW AND EXISTING WORKS ARE WATERTIGHT.                                                                                        - RISERS TO HAVE A MAXIMUM HEIGHT OF 190mm AND A MINIMUM HEIGHT OF 115mm
                                                                                                                                               - GOINGS TO HAVE A MAXIMUM TREAD WIDTH OF 355mm AND MINIMUM OF 240mm
GN 14-SEWER SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY'S REQUIREMENTS. STORMWATER SHALL BE TAKEN TO LEGAL POINT                        - THE RATIO OF TWICE RISER HEIGHT + TREAD WIDTH IS TO BE BETWEEN 550mm AND 700mm
OF DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY.                                                                                    - BALUSTRADE HEIGHT TO BE MINIMUM 1m (OR 865mm ABOVE THE UNE OF STAIR NOSINGS) TO ALL STAIRS AND
GN15-FOOT1NGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES.                                                                             LANDINGS.
                                                                                                                                               - FOR FLOORS MORE THAN 4m ABOVE THE GROUND, ANY HORIZONTAL ELEMENTS WITHIN THE
GN16-PROVIDE FULL HEIGHT BRICKWORK ARTICULATION EXPANSION JOINTS OPEN AT MAX. 6.0M CENTRES OR AS REQUIRED BY ENGINEER
                                                                                                                                               - BALUSTRADE OR OTHER BARRIER BETWEEN 150mm AND 760mm ABOVE THE FLOOR MUST NOT FACILITATE CLIMBING.
AND THE SOIL REPORT.                                                                                                                           - BALUSTRADE AND RISER OPENINGS TO BE LESS THEN 125mm
GN17-PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 600mm CENTRES IN EACH DIRECTION AND WITHIN 300MM OF ARTICULATION JOINTS.                        - MINIMUM CLEAR HEIGHT OF STAIRS TO BE 2000mm MINIMUM CLEAR WIDTH TO BE 1000mm
GN18-ENSURE THAT ALL STEEL WORK, BRICK CAVITY TIES, AND STEEL LINTELS, ETC. THAT ARE                                                           - HANDRAILS MUST BE LOCATED ALONG AT LEAST ONE SIDE OF THE STAIRS AND FIXED NOT LESS
EMBEDDED OR FIXED INTO MASONRY BE PROTECTED IN ACCORDANCE WITH A.S. 1650 OR AS. 3700- 2012 TABLE 22, HOT DIPPED GALV,                          - THAN 865mm ABOVE THE NOSINGS OF THE STAIR TREADS AND FLOOR SURFACE OF THE LANDING OR THE LIKE
S/LESS STEEL OR CADMIUM COATED.                                                                                                                -ALL HAND RAILS MUST BE CONTINIOUS
                                                                                                                                               -TREADS SHALL COMPLY WITH SUP RESISTANT CLASSIFICATION NCC TABLE 3.9.1.1
GN20-PROV1DE CAVITY FLASHING AND PROVIDE WEEP HOLES EVERY SECOND PERPEND MIN. 2 BRICK COURSES ABOVE & BELOW WINDOWS
WHERE REQUIRED
GN21-WINDOW SIZES ARE NOMINAL ONLY ACTUAL SIZES WILL VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.
ALL WINDOW OPENINGS ARE TO BE MEASURED ON SITE PRIOR TO MANUFACTURE
- ALL INTERNAL GLAZING TO BE IN ACCORDANCE WITH AS 1286-2006 AND ALL EXTERNAL GLAZING TO BE IN ACCORDANCE WITH AS2047-1999
                                                                                                                                               DEMOLITIONS NOTES:
GN22-SOIL CLASSIFICATION - THESE PLANS SHALL BE READ IN CONJUNCTION WITH THE SOIL REPORT BYTHE RELEVANT ENGINEER                               ALL DEMOLITION WORKS SHALL BE UNDER THE SUPERVISION
GN23-FOOTINGS TO BE FOUNDED AT THE MINIMUM DEPTHS AS INDICATED IN THE SOIL REPORT.                                                             OF THE DEh«OUSHING CONTRACTOR OR EXPERIENCED
(OR AS PER ENGINEERS DETAILS)                                                                                                                  FOREMAN. DEMOLITION SHALL COMMENCE AT THE ROOF
                                                                                                                                               WORKING DOWN
GN244NSTALL ALL WALL AND ROOF BRACING AS REQUIRED BYAS1684.4 SECTION 8
GN25-SWIMMING POOL SAFETY REQUIREMENTS MUST BE INSTALLED IN ACCORDANCE WITH AS 1926.1-1993 & AS1926.2-2007
                                                                                                                                               ALL STRUCTURES TO BE SURED AND PROPPED AND PRECAUTIONS
GN26-ALL EXPOSED DOWN PIPES ARE TO BE ZINC ALUME OR SELECTED COLORS OND FINISH. PROVIDE 90mm Dl A HEAVY DUTY PVC DRAIN                         TAKEN TO AVOID DANGER FROM COLLAPSE WHEN STRUCTURE IS
MINIMUM 1:100 FALL. PROVIDE MINIMUM 75mm DOWN PIPE AT 12m CENTRES,                                                                             REMOVED
GN27-EXTERNAL CLADDING TO BE INSTALLED AND WATERPROOFED TO MANUFACTURES SPECIFICATIONS
                                                                                                                                               NO WALL OR STRUCTURE IS TO BE LER" UNATTENDED OR
GN26ALL WORKS SHALL COMPLY WITH, BUT NOT UMITED TO, THE CURRENT/RELEVANT EDITION OF THE BCA ANDTHE
                                                                                                                                               UNSUPPORTED IN A WAY IT MAY COLLAPSE OR BECOME IN ANY
FOLLOWING AUSTRALIAN STANDARDS:                                                                                                                WAY DANGEROUS
AS 1288 GLASS IN BUILDINGS - SELECTION AND INSTALLATION
AS 1562 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING
AS 1684 RESIDENTIAL TIMBER FRAMED CONSTRUCTION- NON CYCLONIC                                                                                   THESE NOTES ARE NEITHER EXHAUSTIVE, NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY
AS 1720 TIMBER STRUCTURES                                                                                                                      REQUIREMENTS,
AS 1860.2 PARTICLEBOARD FLOORING - INSTALLATION                                                                                                BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS,
AS 2049 ROOF TILES                                                                                                                             AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES.
AS 2870 RESIDENTIAL SLABS AND FOOTINGS
AS 2904 DAMP-PROOF COURSES AND FLASHINGS
AS 3600 CONCRETE STRUCTURES                                                                                                                    REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION
AS 3660 TERMITE MANAGEMENT - NEW BUILDING WORK
AS 3700 MASONRY STRUCTURES
AS 3740 WATERPROOFING FOR DOMESTIC WET AREAS
AS 3786 SMOKE ALARMS
AS 4055 WIND LOADS FOR HOUSING
                                                                           ft                      ^
AS 4100 STEEL STRUCTURES
AS 4440 INSTALLATION OF NAIL PLATED TIMBER ROOF TRUSSES
AS 3500 GUTTERS & DOWN PIPES

                                                                                                        CerV\
                                                                                                                                                                                         Client                        Proposed Residence Address    Scale      1 :100
                                                                                                                                                                                         Lorraine Kelly                Lake Macdonald
                                                                                                                                                                                         Date     02/06/21                                           Job No.    20221
                                                                                                                                                                      Sm

                                                                                                                             wo isomol Mmum.                                             Issue Construction Drawings   Drawn   SB/MM                 Page No.    of Zb

Page 18

                                                                                                                                                                                                                                                                     Hanging light

                                                                                                                                                                                                                                                          £3         Down light

                                                                                                                                                                                                                                                          <3         Spotlight

                                                                                                                                                                                                                                                          |CI        Wall light

                                                                                                                 □                                                                                                                                        X

                                                                                                                                                                                                                                                          o
                                                                                                                                                                                                                                                                     light switch

                                                                                                                                                                                                                                                                     Double power point @450 height

                                                                                                                                                                                                                                                          c*         Double power point @ 1100 height

                                                                                                                                                                                                                                                          o          Double power point and height



                                                                                                                                                                                                                      y                                   <3

                                                                                                                                                                                                                                                          h-+}||
                                                                                                                                                                                                                                                                     Telephone point

                                                                                                                                                                                                                                                                     Television point



                                                                                                                                            G3                                                                                                                       1200 ceiling fan


                                                                                                                                                                                                                                                          •—« 1.2m LED

                                                                                                                                                                                                                                                          CT         Cook top

                  v                                                                                                                                                                                                                                       UB         Under bench oven
                                                                /
                                                        /
                                                            t                                                                                                                                                                   (T\                           hws)   Hot water system
                          \                         /                                                                                            ■


                                                                                                                                                                                                                                                          I-------1 Meter box
                                  \             j
                                                                                                                                                                                                                                                          2W         Two way switching
                                          t\^
                                      I     ^                                                                                                                                                                                                             Dim        Dimming switch
                                  I             \
                              /                                                                                                                                                                                                                                       Exhaust fan-light
                          J
                      /                                     \                                                                                                                                                                                              T-         External tap
                  /                                             \
                                                                                                                                                                                                                                                                      Smoko Detector




                                                                                               eSMOStTOHCAJICWiPHOt TO                                                                                                          Client                           Proposed Residence Address             Scale      1 :100
                                                                                                                                                     1 <3l'*NtXMt|«lCNS«* lOH/UVPWOMtyroStAlH-,
                                                                                                                                                     ] /nio«x»oi»vHSA«mm«>rM*n:cN.y                                             Lorraine Kelly                   Lake Macdonald
Electrical Plan                                                          gjwi*i) AU-,itwiw siAMiawis, hl» rat*' M<iMAiiofJS.i cottari aw*            > MLnu^NowcmAtogy^ tocowiy win stwJ______
                                                                                                                                                                                  MlbO l)« u;.yo wjinouiy
                                                                                                                                                                                                                                                                                                        Job No.    20221
                                                                    to          SKAJI nt |«-AI1 INcoeuw.iiwiwiM WYSimx.it»iAi I                      S p«o«dc «. rjstAU WA ih     »M»SHN« 10M4M VU.
                                                                                                                                                                                                                 1m       Sir   Date   02/06/21
                                                                    it (OOINOSNIIUOI
                                                                    ■. All WM-XWI-WJ bnAm- to a MfAVjmj on wrt pwcet to wnumlciim-.
                                                                                                                                                     6. Ml. STMS AW lO HAMM
                                                                                                                                                     7. «J-VW3«SM4ilQH6CO
                                                                                                                                                                                  M'JJSANtJJSO-r' MNj
                                                                                                                                                                                                            °L
                                                                    li        OAJXIH ‘UKl iNMNlHi                    "IM
                                                                                                                                                                                                                                Issue Construction Drawings      Drawn      SB/MM                       Page No.    of 2d

Page 19

                            +
                                                               jf.8BQ
                                                                                                     t

                                                                        fcffQ                        +                        4M0
                                                                                                                                                f
                                                                                                                                                                                                  HIM



                                                                                       I2.QK
                            I                                                                                                               --- 1
                s   i   i                       PERIMETER FOOTING TO
                                             STRUCTURAL ENGINEER'S SPEC.
                                                                                                                                                                                                                                                                                      s
                                          recessed track                            recessed track




                                                                                                              !                                                                                                                                                                       1
                                                           ?

                                                                                                                                                                                                                                                     +
                            f-1-                                                                                         recessed track                   recessed track                  recessed track                      recessed track


                I
                                                           §
                                                                                                                                                                                                                                                                       !
                                                           f                                                                                                                                                                                                                          *
            i                                                                         REINFORCED CONCRETE
                                                                                                                                                                                                            REINFORCED CONCRETE
                                                                                                                                                                                                      SLAB AND FOOTINGS TO STRUCTURAL
                                                                                                                                                                                                                                                                                             !
                                                                                SLAB AND FOOTINGS TO STRUCTURAL                                                                                           ENGINEER'S SPECIFICATIONS                                           s
                                                                                    ENGINEER'S SPECIFICATIONS
                    ;



                                                                                                                                                                           £                                                                              i
                                                                                                                                                                               recessed track                                                                     I           i       !
                                      g
                ?               I                                                                                   PERIMETER FOOTING TO
                                                                                                                                                                                                            l
                                      1                                                                           STRUCTURAL ENGINEER'S SPEC.
                                                                                                                                                        .2.003.
                                                                                                                                                                  *                                             L
                                                                                                                                                                                                                        1
                                                                                                                                                                                                                           PERIMETER FOOTING TO
                                                                                                                                                                                                                        STRUCTURAL ENGINEER'S SPEC
                                                                                                              !                                                                                                                    AfllQ
                                                                                                                                                                                                                                                                              !



                                                        PERIMETER FOOTING TO
                                                     STRUCTURAL ENGINEER'S SPEC.
                                                                                                         ■+

                            * 1'°'°                                                                                           3NQ




                                                                                                         +                                          i
                                                                                                                                                                                                                                   6.aio
                                                                                                                                                                                                                                                              *

                            4                                                                                                                                                                                                                                 4



                                                                                                                                                                                                                       Client                            Proposed Residence Address       Scale       1 :100
                                                                                                                                                                                                                       Lorraine Kelly                    Lake Macdonald
                                                                                                                                                                                                                                                                                          Job No.     20221
Slab Plan                                                                                                                                                                                              Sm              Date   02/06/21

                                                                                                                                                                                                                       Issue Construction Drawings       Drawn        SB/MM               Page No!4    of Zb

Page 20

                                                 sSuimbjq uoipnjjsuo^     enssi                                                                                  VMWmmMOlKMV aonuiNAroiHiiM
P2 jo g-ONeBed                 WW/9S    umejq                                                                                                                                                                                               MM
                                                                                                                                               lN«r03HlHll«K»M»«Oa*M£HOrtiUNa)aBOiW»fi«QWTW L                                                                    IWOiMVW                             SUO!)33S
                                                                                                                                                          TMW-.-Oicowsjas*          »»MOUS»SI«ISn» V                                  -S3M1U3VIBEV9
                                                             1-2/90/20     QIBQ                     I                                      1             is v»h oi snuHsvH » omootumuM thusm i scw<»u s                                 TVWUOOMlS.   H1W NOa.TNnfNOO
                                                                                                                                                                                                                                                                 *X)Nt
                                                                                                                                                                                                                                                                     Nt twm
1.2202     on pop                                                                                                                                   AittOHIfW TOO! 441 O SIMt«wnu*l ONV      rfmfM-rl                                                            SHI OJ
                              p|euopoe|N a^e-j                                                                                                                WKMIIMA-VWODOI SlUWMVmcNJCNtWIMm' 1            *uiroais»+*truHvonrM snvr>a ino i •SNOuvno* sjndtw Stsfycuvis Nwimisnv irauro
  a|B3S 0)1011                                                X||a>| aujBJJOT                                                                                       xro           n 4m SHM1 CUflDMO TT» t    Mlwiusrw iO (D3NU3CO N0U
                                                                                                                                                                    QIAlHOty 3WH                                                                    TNMUVW ONH33IO DOS
001: l     0|BOS    ssajppv eouepisey pasodojd                                                                                                                                     «\3B01*l*SNDBN»Oa I
                                                                         iu&||0
                                                                                                                                                                                                 My>N
                                                                                                                                                                                                                                v uoipos
                                                          •D3ds swa3NiON3 ivuniDnyis                               1099£ SV Oi 1N3W1V3M1
                                                            Ol SDNLLOOd ONV 0V1S D U                           ’d3I3WW3d ONV 0\nsa3ONn
                                                                                                                                                                                                                                                                                             -O
                                                                                                                                                                                                                                                                                             I
                                                                                                                                                                                                                                                                                             <o SI
                                                                                                                   sBbjbB                                                           m                                      z poq
                                                                                                                                                                                                                                                                                             l8
                                                                                                                                                                                                                                                                                             ©
                                                                 (epwj oo X|P(j»s)
                                                          A|Uo Bu|ddn o|ijojd ui|p
                                                                                                                                                                        oO-Z
                                                                                                                                                                                                            •D3dS 'NVW Ol 03TTV1SNISMOOO ONV SAAOGNIM
                                                                                                                                                                                                                oswvwd wniNiwniv oBivoDaaoMOd idhtbs
                                                                                            (3AllD31d3y NON)
                                                                               'D3dS S^HMfUDVanNVW Ol CBXId
                                                                                      ONIdOOW >01dn> 1D313S

Page 21

f>6 iO    ON e6Bd              WW/9S   liMBJQ   s6u;Mej(] uoipni^suo^ enssj                                        nwutfw <3*103
                                                                                                Hll«S3N*Uia33VM(      30S013HCUCMTW i
                                                                                         SONIOO'nw uuwcaNVStHtai      l-HVHOiaiVSfflSTW ■»                                        aHVtVfDBTUll KJVOtOH OllOlWMKtM I.
                                                                                     £      -3*6
                                                                                               SMVWOISOMHWHV          aiw* 7TOSU1 MHO«M '!                                                                Iiwjjruft-m o»
 iZZOZ     ON Qor                                            IZ/90IZ0   0JBQ               AUOH mm tooi»uosi6                                                                                                  l :jv I
                                                                                                    M»1SM            MVIOCrMONW«TUTM »       ■Mum-iHOf^wuNMOi cm SMTTV-JOT SNCU vrv>« ONUTTS VMKWWS MVIIVHIWW1 KaMOl
                              p|euop3B^ a^e-]                 Xipx auiejjo-!                                         waiivsBwunnoMOTw t      vnnusmoOaM ixr> nou:
                                                                                                                     oi iovsoeNwiaNauD c                                                     K) BO SJBIDM JM* ''
                                                                                                                                                                                             cnvsoransSTivmwMtm s
            O|B0g   esejppvoouepisey pesodojd                           IUOII0
001: !■
                                                                                 ©                                                 *»V»N
                                                                                                                                                          (epjs) uop8A«|3 uje;seM
                                                                                                                                                                                     (jeej) uopBA6|3 ujeq^iON

Page 22

PZ io    on eBed                          WiN/9S   UMBJQ      sBuimbjq uojpnj^suoQ anssi                                                                                                                                 'Ol
                                                                                                                                                                                                                  ■gjiunrgwi                              Ol ION WNlOOl u
                                                                                        IZI90IZ0 ejea                        JT                                                                             Mmnrci'mniDraus whi im HCM.-rrmco Nl Cl»«l IB nwo ww
 13202    on qor                                                                                                                                                                                                                            SMI HI SIO-W, i iw ;
                                                                                                                                                                                                                 SMViAii rrni’mauvroai Onutw vwvcrrtumimuwwiftBMnl                                                   UBjcj ^ooy
                                         p|EUOp3e^| 9^01                                A||e>| eujBjjoi
001: l     9|B0S         ssaippv souepjssy posodojd                                              juoiio
                                         •D3ds s.uaaniDVdnNVkN oi                                           ou X|p|4«)
                                                                                                A|UO Bu|ddn •maid uiys
                                         ONDVdB « DNIWVUd dOOU
                                                                                                                                                                {•p»«< «>u
                                                                                                                                                         A|uo Bu|ddB3 •itfojd iu||*
                                                                                          \/
                                                                             i                                           1
                                                                                                                                                                    \
                                                                                                                         rw)                                                                                                   nva ,z
                                                                        'V                                                                                                                         J                           (sjeyey)                                                          (»P*i « <|W*>
                                                                                                                         '                                                                                                                                                                 X|uo Bu(dd«3*maid ui||*
                          (•puj ou X|P{4S)
                   X|UO Bujddco »|yojd uiijs
                                                   TSf^l                                                                 I                                                             r       1
                                                                                                                         L                                                             J
                                                                '1
                                                                             TTVJoZ
                                                            I                (sieyoy)
                                                                                                                                                                             rmx
                                                                                                                                                                             («»yew)                                                                                                     03d S S.M3dfUDWdnNVW Oi
                                                                                                                                                                                                                                                                                      SDNIddVD * SDNIHSVTd I03T3S
                                                           oori - 'f           1
             'D3dS SidBdfUDVdnNVW Ol

                                                                                                                                                                                 1
           SONIddVD* SDNIHSVId 101135
                                                                                                                                                                                                       1
                                                                                                                                    /K
                                                                       dp
                                                                                   1                           dp                             dp dp
                                                                                                                                                                                                                                                               <■                              (3All031d3d NON)
                                                                                                                                                                                                                                                                                 ’03d s suaymovdnNvw oi aaxid
                                                                                                                                                                                                                                                                                         DNidooa xoidra 103135
                                                                                                                                                       (3ALLD31d3d NON)
                                                                                                          •oads s.a3aniovynNvw oi        •03dS S,M3«niDVynNVW Ol 03XU
                                                                                                          DNDVH9 « ONIWVMd dOOd                  DNIdOOd XOTdHX 103135
                                                                                                                                                                                           B                4-
                                                                                                                                                                                                       dp                                 dp                                dp
                                                                                                                                                                                                                               u
                                                                                                                                                                                                                                                                                                                  A
                                                                                                                                                                                                                                                                                                            A
                                                                                                                                                                                                                                                                                                       *

Page 23

                                                                      URBAN CERTIFIERS
                                                                      Level 1 - 104 Currie St, Nambour Qld 4560
                                                                      PO Box 227 Bli Bli Qld 4560
                                                                      Phone: (07)54411777
                                                                      Email: mail(®urbancertifiers.com.au
                                                                      ABN: 56 611 507 012
Urban Certifiers

                                      DECISION NOTICE
                                           Planning Act 2016 s63(2)

Permit Number:                  9846
Site Address:                   6 Robin Place LAKE MACDONALD QLD 4563
Real Property Description:      Lot 14 on SP315578
Applicant:                      Lorraine Kelly & Richard Green
Owner:                          Lorraine Kelly & Richard Green
Builder:                        Martin Kelly
Local Authority:                Noosa Shire Council
Date of Decision:               21st June 2021
Decision:                       The application is approved with conditions.
Type of Approval:               Development permit building work (assessable under the Building Act 1975)
Type of Building Work:          Dwelling and Swimming Pool
Building Classification:        Class 1a - Dwelling
                                Class 10a - Outdoor Living, Entry Deck & Garage
                                Class 10a - Shed
                                Class 10b - Swimming Pool & Fence
Conditions of Approval:         The conditions of this approval are set out in Attachment 1.
Assessment Benchmarks:          The building assessment provisions (refer to s30ofthe Building Act 1975)
                                including:
                                     •   National Construction Code 2019 - Volume 2 (NCC)
Codes for Accepted              Noosa Plan - Rural Residential Zone Code
Development:                               - Low Density Housing Code

Approved Documents:             In accordance with s86(2) of the Building Act 1975, the approved documents
                                for this development permit have been marked with a red stamp bearing the
                                permit number and date of approval.
Further Development Permits     Nil
Required:
Referral Agencies:              Nil
Currency Period of Approval:    In accordance with s85 of the Planning Act 2016, this development approval
                                will lapse if the building work does not substantially start within 12 months
                                from the date of approval (refer also to condition 4 in relation to completion times).
Appeal Rights:                  Rights of Appeal relating to this decision are outlined in Attachment 4.
Assessment Manager              This development permit is issued by Urban Certifiers Pty Ltd, acting as
                                Assessment Manager under the Planning Act 2016.

                                Building Certifier:   Brett England         Signature:
                                Accreditation No.:    A704375




6 ROBIN PLACE, LAKE MACDONALD
PERMIT NO 9846                                                                                                PAGE 1 OF 8

Page 24

ATTACHMENT 1 — CONDITIONS OF APPROVAL (Applied by the Assessment Manager)


ADMINISTRATIVE CONDITIONS
1.    This development permit for building works relates only to the works described in the decision notice. It does
      not include approval for the pool deck or the retaining walls (as sufficient details of these structures has not
      been provided), an amended approval or separate approval is required for these structures. Any building work
      shown on the plans that is accepted development does not form part of this approval (building work that is
      accepted development does not require an approval).
2.    Prior to commencing work, the builder must review all approval document and satisfy themselves that the
      proposed building work will comply with the building assessment provisions. Any queries in relation to
      compliance matters in this regard must be submitted to Urban Certifiers in writing.
3.    The conditions of approval overrules in any difference arising between it and the details shown on the
      approved plans
4.    In accordance with s94 of the Building Act 1975, this development approval will lapse if the building work has
      not been completed and had a final certificate issued within 2 years from the date of approval (this is known as
      the condition time).
5.    In accordance with s73 of the Building Act 1975, the applicant must ensure a legible set of the approved
      drawings for the building work is available on site while the building work is being carried out.
6.    This approval does not authorise any alterations to the existing driveway crossover. If the alternate location of
      the driveway crossover is to be used an approval from Council must be obtained.
7.    The building is not to be occupied until a final inspection has been carried out.

MANDATORY INSPECTIONS
8.    The builder must ensure that Urban Certifiers is given a notice of inspection advising when the building work
      has reached a stage that is ready for inspection. This notice must be given at least 48 hours prior to the
      inspection being required, and by telephoning Urban Certifiers on (07) 5441 1777 or 0400 889 253, or by
      emailing [email protected] notice is to be provided for the following stages:
             (a)       For the footing stage - after excavation and before the footings are poured
             (b)       For the slab stage - after formwork and steel is placed and before concrete is poured
             (c)       For the frame stage - before the cladding or lining is fixed
             (d)       For the pool barrier - prior to filling the pool with water
             (e)       For the final stage - at completion of all aspects of the building work

      The builder must not start the next stage of the work until they have been given a certificate of inspection for
      the relevant stage, confirming that the stage complies with the building development approval.
      If the builder does not give the required notice of inspection, Urban Certifiers is obliged by s29 of the Building
      Regulation to advise the QBCC that the notice was not provided.

      If any of the above stages are proposed to be inspected by a competent person (e.g. a registered engineer),
      the inspecting person must be approved by Urban Certifiers prior to undertaking the inspection. A notice of
      inspection is still required to be provided to Urban Certifiers, and a copy of the inspection certificate (or non-
      compliance notice) must be provided to Urban Certifiers as soon as practicable.

CERTIFICATES TO BE PROVIDED
9.    Prior to a Final Inspection Certificate (Form 21) being issued for the building, a number of contractor and/or
      consultant certificates are to be provided. These certificates must be from an approved competent person or a
      QBCC licensee. The aspects requiring certification will be confirmed at the final inspection; however
      certificates that are expected to be required are outlined in Attachment 2.




6 ROBIN PLACE, LAKE MACDONALD
PERMIT NO 9846                                                                                                PAGE 2 OF 8

Page 25

STANDARD CONDITIONS
SITE PREPARATIONS
10.   Any excavation or filling must be undertaken in a way that suitably prevents soil movement, generally by the
      construction of retaining walls or suitable batter protection measures. Adequate support must be provided to
      adjoining properties and buildings at all times during excavations and construction work.
11.   Retaining walls or other types of soil retaining methods must be installed where the slope ratio for cut and or
      fill is greater than that specified in Table 3.1.1.1 the BCA. Embankments that are not retained must be
      stabilised by landscaping to prevent soil erosion.
12.   Drainage behind retaining walls must be provided in accordance with the approved engineering plans. The
      aggie drain behind the wall must discharge drainage water appropriately on site, and not be directed towards
      neighbouring properties.
13.   This approval does not include any retaining walls. If retaining walls over 1m in height are required, a
      separate or amended approval is required, and the retaining walls must be designed by a registered engineer.
14.   Drainage must be carried out in a way that protects land, buildings and structures in the neighbourhood of the
      building or land. Where retaining walls, fences, buildings or other barriers cause a damming effect or result in
      a concentrated flow of stormwater, an adequate drainage system must be installed.
15.   Excavation work for drains adjacent to buildings must be within the area shown in Fig 3.1.3.1 of the NCC.
16.   Roof and surface water is to be conveyed to the rainwater tanks, with overflow appropriately discharged on
      site in accordance with AS/NZ3500.3-2015.
17.   Surface water must be diverted away from Class 1 buildings. The external finished surface surrounding the
      slab must be drained to move surface water away from the building and graded at a minimum slope of 50mm
      over the first 1m from the building.
18.   The slab height is to be a minimum of 150mm above finished ground level - this height may be reduced to
      50mm for paved or concrete areas that slope away from the building.
      Note: The appropriate slab height above the finished ground level may also be affected by the height of the
      overflow relief gully, the possibility of flooding from storm runoff and termite risk management provisions.
19.   The minimum soil cover to be provided to Class 6 UPVC stormwater drains is 100mm. This may be reduced
      to 50mm under paved or concrete areas. In areas subject to light vehicular traffic the minimum required cover
      is 75mm under reinforced concrete or 100mm under paving.
20.   A termite management system must be installed to deter termites from gaining entry to the building via a
      concealed route. The termite management system must be selected appropriate to NCC OLD TABLE 3.1.4.1
      and comply with AS3660.1-2014, or have passed the test results required by Section 5 of AS3660.3-2014. A
      durable notice must be permanently fixed to the building in a prominent location, such as the meter box or
      kitchen cupboard.

FRAMING
21. Any steel framing must be constructed in accordance with NCC Part 3.4.2 and 3.4.4.
22. All timber framing must be constructed in accordance with NCC Part 3.4.3 and AS1684.2-2010.

ROOF & WALL CLADING
23. The roofing material must be appropriate to the required corrosion protection in accordance with NCC Table
    3.5.1.1 and the manufacturer’s recommendations. As the property is within 200m or breaking surf or 100m of
    calm marine waters, colorbond® steel ultra (or equivalent) is to be used.
24. Gutters and downpipes must be provided in accordance with NCC Part 3.5.3.
    Gutters must be installed with a minimum fall of 1:500, be suitable supported by brackets at 1.2m centres and
    have suitable overflow measures.
    Downpipes must serve no more than 12m of gutter length and be located as close as possible to valley gutters.
25. Valley gutters on roofs with a pitch of less than 12.5 degrees must be designed as a box gutter. Certification
    from the designer/installer must be provided confirming compliance.
26. External wall cladding must be installed in accordance with NCC Part 3.5.4 and the manufacturer’s details.

GLAZING
27.  All new glazing is to be supplied and installed in accordance with the requirements of BCA Part 3.6, and
     relevant parts of AS1288-2006 and/or AS2047-2014.

FIRE SAFETY
28.  Smoke alarms must be installed in accordance with Part 3A of the Building Regulation 2006 (the requirements
     of NCC Part 3.7.5 also apply but the Building Regulation provisions prevail to the extent of any inconsistency).
     They are to be installed as noted on the approved plans, so that they are located within each bedroom, and
     also between the bedrooms and other parts of the dwelling.



6 ROBIN PLACE, LAKE MACDONALD
PERMIT NO 9846                                                                                            PAGE 3 OF 8

Page 26

29.   Smoke alarms must be placed in accordance with the following:
      (a) be mounted on the ceiling unless it is not practicable
      (b) if located on a wall, be more than 300mm from the corner of two walls and between 100mm and 300mm
           from the ceiling
      (c) no closer than 300mm to a light fitting
      (d) no closer than 400mm to an air conditioning outlet or the blades of a ceiling fan
30.    Each required smoke alarms must:
      (a) comply with AS3786-2014; and
      (b) contain a photoelectric senor and no ionisation sensor; and
      (c) be hardwired to the dwelling’s electricity supply; and
      (d) be inter-connected to every other smoke alarm installed in the dwelling

BUSHFIRE CONSTRUCTION REQUIREMENTS
31. The allotment is located in an area that has been designated as a Bushfire Prone Area, by the local authority.
    An assessment against AS3959-2018 was submitted through a bushfire report prepared at the lot
    reconfiguration stage. This has determined that a Bushfire Attack Level (BAL) of 12.5 is applicable. The
    building must incorporate construction methods applicable to this BAL as detailed in AS3959-2018. A
    certificate from the builder (or other suitable competent person) must be provided at the completion of the
    works certifying compliance with these requirements.
    The owner of the property must ensure that the assessment criteria used to determine the BAL are maintained
    throughout the life of the building. This includes maintaining the minimum separation distance and undertaking
    appropriate maintenance of any asset protection zone.
32. The dwelling is located on a property that is affected by a bushfire hazard overlay, and is therefore required to
    comply with the bushfire hazard overlay code contained in the Noosa Plan 2020. The proposed swimming
    pool satisfies the minimum water storage requirements in relation to this.

HEALTH & AMENITY
33. Building elements in wet areas within the building must be waterproof or water resistant in accordance with
    Table 3.8.1.1 and comply with AS3740-2010.
34. Doors to a fully enclosed sanitary compartment must open outwards, slide, or be readily removable from the
    outside of the compartment (generally by the use of lift-off hinges) unless there is at least 1.2 metres between
    the toilet pan and the hinge part of the doorway (refer to BCA Figure 3.8.3.3).
35. Where a bathroom or laundry is not provided with compliant natural ventilation, an exhaust fan must be
    provided. The exhaust fans must comply with the flow rates prescribed in the BCA (i.e. 25 Us for bathrooms
    or toilets and 40 L/s for a kitchen or laundry), and discharge to outside the building or to the roof space if it is
    adequately ventilated by roof vents or the like (refer to BCA Part 3.8.7.4 for ventilation opening requirements).
36. Waterproofing membranes for external above ground use must comply with AS4654 Parts 1 & 2.2012.

SAFE MOVEMENT & ACCESS
37.  All stairs are to be constructed in accordance with NCC Part 3.9.1. Stairs are to have a maximum of 18 rises.
     Stepped quarter landings must not have more than three winders. Riser openings must not allow a 125 mm
     sphere to pass through between the treads. The minimum allowed tread dimension is 240 mm, the maximum
     riser dimension is 190 mm, and the slop relationship (2R&G) is to be between 550-700 mm. All dimensions
    within the stair flight must be constant throughout.
38.  A balustrade is required to be provided along the side of any stair or floor if its level above the surface beneath
     is more than 1m. Any required balustrade must be constructed in accordance with NCC Part 3.9.2, so it has a
     minimum height of 1m and a maximum gap of 125mm.
39. Stairs, ramps and landings must be provided with a suitable slip resistant surface as required by Part 3.9.1.4
     of the BCA. Where timber or tiles are used as the finished surface, a certificate of compliance is to be
     provided.

ENERGY EFFICIENCY
40. Energy Efficiency measures must be installed as detailed in the approved energy efficiency report. The
    builder is required to provide a certificate for any items which are not readily visible to the Building Certifier
    during the final inspection.

SUSTAINABLE BUILDING REQUIREMENTS (QDC Part MP4.1)
41. The dwelling (including patios and garage) must have artificial lighting complying with BCA2010 Part 3.12.5.5
    or energy efficient lighting for a minimum of 80% of the total fixed internal lighting.




6 ROBIN PLACE. LAKE MACDONALD
PERMIT NO 9846                                                                                               PAGE 4 OF 8

Page 27

SWIMMING POOL
42. Pursuant to Section 70 of the Building Act 1975 work must not start on the swimming pool until the following
    details have been submitted to Urban Certifiers with a Form 15 Design Certificate:
         • Swimming Pool Plans - structural design plans with all relevant structural details certified by a
               registered engineer (RPEQ).
43. The pool builder must arrange for an inspection of the pool and the pool fence. After a satisfactory inspection,
    a Form 17 will be issued (or Form 16 for a temporary fence). The pool must not be filled with water until the
    relevant Form 16 or 17 has been issued. Inspections should be arranged by providing at least 48 hours’
    notice and by telephoning (07) 5441 1777 or emailing [email protected]: The pool builder or owner may wish to have the reinforcement of the pool shell inspected by a registered
    engineer, however this is not a mandatory inspection.
44. Where an aluminium or glass pool fencing is used, a certificate from the manufacturer (or pool fence
    contractor) confirming the fencing panels comply with the appropriate Australian Standard must be provided
    prior to the final certificate being issued. The certification should be provided as a Form 15 Design Certificate.
45. Direct access to the pool enclosure from a patio, balcony or the like is only permitted if one of the sides is
    permanently open (not fitted with blinds, insect screening, shade cloth or the like).
46. All building work must be carried out in accordance with the Building Act 1975, the Building Regulation 2006,
    the Queensland Development Code, and the National Construction Code and relevant Australian Standards.
47. The pool fence and gates must be designed and constructed in accordance with the provisions of Chapter 8 of
    the Old Building Act 1975, Part 4 of the Building Regulation 2006, the Queensland Development Code Part
    MP3.4 and the appropriate parts of Australian Standards AS 1926.1-2007 & 1926.2-2007.
48. A warning sign must be displayed in accordance with Section 14 Building Regulation 2006. The sign must
    warn members of the public that a swimming pool is under construction on the property and there is a potential
    danger to young children accessing the land (e.g. Danger. Swimming pool under construction. Keep children
    out). The sign must be displayed on the land before the construction of the swimming pool starts, and until a
    final certificate has been issued.
49. A resuscitation sign must be installed in accordance with Section 13A of the Building Regulation 2006. It must
    be attached to the barrier for the pool, or displayed near the pool, so that the sign is conspicuous and easily
    visible to a person near the pool.
50. Prior to commencing work, the builder must locate all infrastructure services (i.e. sewer & stormwater mains)
    and easements on the property, and ensure the required setback clearances will be provided.
51. For pools located in non-sewered areas the pool must be located at least 6m from of any septic trench or
    irrigation area.
52. Building work over or adjacent to existing sanitary drainage must comply with AS/NZS 3500.2.2-1996
    (National Plumbing and Drainage), Part 2.2 (Sanitary Plumbing and Drainage - Acceptable Solutions).
53. Drainage around the pool must be in accordance with the requirements of the design engineer. Surface water
    drainage must not be directed towards other buildings or onto neighbouring allotments.
54. The water recirculation system of the swimming pool must comply with AS1926.3-2010.
55. If the filter installed produces backwash, the backwash must be discharged to the sewer.




6 ROBIN PLACE, LAKE MACDONALD
PERMIT NO 9846                                                                                           PAGE 5 OF 8

Page 28

ATTACHMENT 2 - CERTIFICATES FOR PERMIT No. 9846


The following tables provide a list of the certificates that are likely to be required before a Final Inspection Certificate
(Form 21) can be issued for the building work. This list is subject to confirmation by Urban Certifiers after carrying
out a final inspection, and additional certificates may be required. Certificates must be from an approved competent
person or a QBCC licensee.
Certificates are required to be in the approved form (Form 15 or 16 as appropriate). In some cases it will be
necessary for these certificates to be supported by evidence of suitability.


                                                 STAGE CERTIFICATES
   No. Stage                            Notes
                                        This certificate can only be issued by a building certifier, but can be
   a)   Footing Stage                   based on a structural aspect certificate from a registered engineer and a
                                        setout aspect certificate from a cadastral surveyor is provided.
   b)   Slab Stage                      From Urban Certifiers or a competent person (e.g. a registered engineer)

   c)   Frame Stage                     From Urban Certifiers or a competent person (e.g. a registered engineer)

   d)   Pool Barrier                    This certificate can only be issued by a building certifier.

   e)   Final Stage                     This certificate can only be issued by a building certifier.



                                                ASPECT CERTIFICATES
   No. Type                             Description
   a)   Building setout                 Form 16 from a cadastral surveyor confirming the building has been
                                        located on site in accordance with the approved plans.
   b)   Termite management              Form 16 from a QBCC licensed termite protection contractor, confirming
                                        the building has been provided with a termite management system in
                                        accordance with BCA Part 3.1.3 and AS3660.1-2014. A copy of the
                                        treatment plan/diagram should also be provided.
   c)   Roofing                         Form 16 from a QBCC licensed contractor, confirming the roof
                                        installation complies with NCC Part 3.5.1 and AS1562.1-1992.
   d)   Gutters                         Form 16 from a QBCC licensed contractor, confirming the gutter
                                        installation complies with NCC Part 3.5.3 and AS/NZS3500.3-2015 or
                                        section 5 of AS/NZS3500.5-2012.
   e)   Stormwater Drainage             Form 16 from a QBCC licensed contractor, confirming the stormwater
                                        drainage complies with NCC Part 3.1.3 and AS/NZS3500.3-2015.
   f)   Glazing - windows               Form 15 from the window manufacturer confirming the windows supplied
                                        for the project comply with AS2047-2014- and AS1288-2Q06.
   g)   Glazing - windows               Form 15 from the window manufacturer confirming the windows supplied
                                        for the project comply with the required energy efficiency ratings for U-
                                        value and SFIGC.
   h)   Glazing - shower screen         Form 15 from the shower screen manufacturer confirming the glass
                                        supplied for the shower screens comply with AS 1288-2006.
   i)   Smoke alarms                    Form 16 from the electrician confirming the smoke alarm comply with the
                                        Building Regulation 2006 and the NCC Part 3.7.2 (refer to conditions of
                                        approval for more detailed location requirements).
  j)    Bushfire construction           Form 16 from the builder and relevant contractors/suppliers (e.g. window
                                        glazing) confirming the materials and method of construction complies
                                        with the BAL requirements specified und AS3959-2018.
   k)   Mechanical ventilation          Form 16 confirming the exhaust fans used to provide mechanical
                                        ventilation comply with the flows and discharge requirements specified in
                                        NCC Part 3.8.7.3.



6 ROBIN PLACE, LAKE MACDONALD
PERMIT NO 9846                                                                                                  PAGE 6 OF 8

Page 29

   I)   Wet area waterproofing   Form 16 from a QBCC licensed waterproofing contractor confirming the
                                 wet areas within the building have been waterproofed in accordance with
                                 AS3740-2010.
   m) Insulation                 Form 16 from the builder or installer that insulation has been installed in
                                 accordance with the approved energy efficiency report.
   n)   Water tanks              Form 16 from the builder or relevant suppliers that construction elements
                                 comply with the conditions of approval for bushfire protections.
   o)   Pool Fence               Where an aluminium or glass pool fencing is used, a certificate from the
                                 manufacturer (or pool fence contractor) confirming the fencing panels
                                 comply with AS1926.1-2007 and/or AS1288-2006 and/or AS2208-1996.




6 ROBIN PLACE, LAKE MACDONALD
PERMIT NO 9846                                                                                       PAGE 7 OF 8

Page 30

ATTACHMENT 3 - ADVISORY NOTES


These advisory notes do not form part of this approval, however are intended as information and guidance only.

(a)     This approval relates to development requiring approval under the Planning Act 2016 only. It is the applicant’s
        responsibility to obtain any other necessary approvals, licences or permits required under State and
        Commonwealth legislation or Council local law, prior to carrying out the development. For information about
        Council, State and Commonwealth requirements please consult with these agencies directly
(b)     Unless the rights of appeal are exercised, this development approval takes effect from the date the decision
        notice is given.
(c)     The inspections nominated in the condition are mandatory inspections under s24 of the Building Regulation
        2006. If the builder for the work is licensed builder, and the builder does not provide a notice of inspection at
        each required stage of the building work, the building certifier must notify the QBCC of the fact. This may
        result in a monetary penalty to the builder.
(d)     Where work is altered from that shown on the approved plans, and it is not deemed by the building certifier to
        be ‘generally in accordance’ with the approval, an application to change the development approval (a change
        application) must be submitted in accordance with s 78 & 79 of the Planning Act 2016. The issuing of a Final
        Certificate cannot be made until the change application has been approved. A change application must be
        made in the approved form and accompanied by the required fee.
(e)     The applicant is requested to ensure all works are completed, inspected and finalised prior to the condition
        time (refer to condition 3). An extension may be applied for (prior to the condition time), but must be made in
        the approved form and accompanied by the required fee.
(f)     No excavation or filling is permitted to occur in any easement without the approval of the holders of the
        registered interests in the easement.
(g)     Any new filling and excavation must be within the limits provided in the local planning scheme.
(h)     For the duration of the construction period and until all disturbed areas are revegetated or paved, adequate
        erosion and sediment control devices and site management practices are required to prevent soil erosion and
        contamination of the stormwater drainage system and waterways.
(i)     Consent from the Local Authority may be required for the removal of vegetation.
(j)     The removal of any asbestos must be undertaken in accordance with relevant legislation.
(k)     Advice regarding the disposal of construction and demolition waste should be sought from the local
        government.


ATTACHMENT 4 - APPEAL RIGHTS


The rights of an applicant to appeal to a tribunal or the Planning and Environment Court against a decision about a
development application are set out in chapter 6, part 1 of the Planning Act 2016. For particular applications, there
may also be a right to make an application for a declaration by a tribunal (see chapter 6, part 2 of the Planning Act
2016).
Appeal by an applicant
An applicant for a development application may appeal to the Planning and Environment Court against the following:
      • the refusal of all or part of the development application
      • a provision of the development approval
      • the decision to give a preliminary approval when a development permit was applied for
      • a deemed refusal of the development application.
An applicant may also have a right to appeal to the Development tribunal. For more information, see schedule 1 of
the Planning Act 2016.
Contact details and further information can be found on the following websites:
Development Tribunals: http://www.hpw.ald.aov au/construction/BuildinqPlumbina/DisputeResolution/Pages/DeveloDmentTribunals.aspx
Planning & Environment Court: http://www.courts.ald.aov.au/courts/plannina-and-environment-court
Timeframes apply for the lodgement of an appeal.




6 ROBIN PLACE, LAKE MACDONALD
PERMIT NO 9846                                                                                                     PAGE 8 OF 8

Page 31

                      QUEENSLAND BUILDING AND
                      CONSTRUCTION COMMISSION                                                                 Build better.
                                                                                                          mmmimmz



                                NOTICE OF COVER
                        QUEENSLAND HOME WARRANTY SCHEME
      Subject to the limitations and exclusions expressed in schedule 6 QBCC Regulation 2018
COVER COMMENCEMENT DATE                                                     1 June 2021
NOTIFICATION NUMBER                                                        014263431
THE LAND                                   Address:                        LOT 14 ROBIN PLACE
                                                                           LAKE MACDONALD
                                           Real Property Description:      Lot 14 On SP 315578
THE CONTRACTOR                             Name                            MARTIN MAURICE KELLY
                                          Address:                         10A Beenwerrin Crescent
                                                                           Capalaba OLD 4157
                                           Licence No.:                    712484
                                           Licence Class:
                                                                           Builder - Medium Rise
The Insured Residential Construction Work
Type of Work                                                               Description of Work
New                                                                        New Dwelling
                                                                           Shed
                                                                           Swimming Pool
                                           Insurable Value:                $350,000.00

                                           Premium Paid:                   $2,862.15
OPTIONAL ADDITIONAL COVER                                                  No
NOTE:
This Notice is issued in respect of Residential Construction Work as described in the Queensland Building and Construction
Commission Act 1991 and confirms for the assessment manager or compliance assessor that the appropriate insurance
premium has been paid as required by section 68E of the Act. These particulars are current at the date of issue but may
change subsequent to that date.

IMPORTANT INFORMATION:
Ensure you obtain and keep the following documents in case you need to make an insurance claim at any time within the 6
year 6 month insurance period:
     •   A complete copy of the contract, signed by all parties
     •   All contract variations, in writing and signed by all parties to the contract
     •   A copy of the building specification and approved building plans
     •   Receipts or other evidence of all payments made to the builder.

NOTE THE FOLLOWING EXCLUSIONS AND LIMITATIONS:
       Duplex - if the duplex is not completed by the contractor, any claim for completion, including defects in the
       incomplete work, is limited to $200,000.
       Three or more living units - a person who enters into 1 or more contracts to build 3 or more living units is not entitled
       to assistance. Subsequent purchasers of a unit are entitled to assistance.
       Construction Management or Cost-Plus contracts - where these types of contracts have been used there is no
       entitlement to make a claim to complete incomplete works. There is cover for defects.

Page 32

                                        PORTABLE
                                        LONG SERVICE
                                        LEAVE




  Notification and Payment Confirmation
This form is issuedinaccordance with the Building and Construction Industry (Portable Long Service Leave) Act 19915/7(2). Form BCI 14v0.


BUILDING AND CONSTRUCTION WORK DETAILS

QLeave levy number: S267231                                                Date notified:

Building and construction work description: DWELLING - LOWSET & HIGHSET

Lot no.: f4                                                                Plan no.: SP3f 5578

Building and construction work address: ROBIN PL

Suburb: LAKEMACDONALD                                                      Postcode: 4563

Total cost of work (GST exclusive): $450,000

Total levy paid: $2,587.00

Exempted cost of work (GST exclusive): $0.00

Start date: 14 Jun 2021                                                    Finish date: 28 Feb 2022

Council: NOOSA SHIRE COUNCIL

Certifier: URBAN CERTIFIERS

Owner: RICHARD GREEN AND LKELLY

Principal contractor: KELLY, MARTIN


QLeave has issued this form to confirm that notification and payment has been
received. Under s.77 of the Building and Construction Industry (Portable Long Service
Leave) Act 1991, ail obligations have been met.
Your Assessment Manager (Local Government or Private Certifier - Class A) will require a copy of this form prior to the issue of a
development/building permit.


CONTACT QLEAVE

Unit 1 62 Crockford St, Northgate C 4013 | PC Box 315, Virginia BC C 4014
Freecall 1800 803 481 | Email [email protected] I Web www.qleave.qld.gov.au


BUILDING AND CONSTRUCTION WORK COMPLETED

When your buildng and construction work reaches practical completion, you will be required to submit your final costs and completion date to
QLeave. To provide QLeave with these details please complete the building and construction work completed form available at
www.qleave.qld.gov.au and send it to [email protected]


PAID

Receipt number                                 Date paid                                     Amount paid

  14077216049                                   01 Jun 2021 10:11:13 AM                          $2,587.00

Page 33

            Queensland                            TITLES REGISTRY                                              Current Title Search
            Government
Department of Resources
ABN 59 020 847 551


Title Reference:                51253024                                                          Search Date:            01/06/2021 09:14

Date Title Created:            27/05/2021                                                         Request No:                   37391839

Previous Title:           16082040



ESTATE AND LAND                   ______________________                            ______              m
Estate in Fee Simple
LOT 14      SURVEY PLAN 315578
            Local Government: NOOSA


REGISTERED OWNER            _______________________________________________________________                                     iiaMi__
Dealing No: 720809665    21/05/2021
TEATREE PROPERTY PTY LTD A.C.N. 140 793 611                                                   TRUSTEE
    UNDER INSTRUMENT 719406859


EASEMENTS, ENCUMBRANCES AND INTERESTS                                                     •
                                                                                                __
1.    Rights and interests reserved to the Crown by
      Deed of Grant No. 11106240 (POR 18V)
2.    MORTGAGE No 719406860 15/05/2019 at 09:40
      WESTPAC BANKING CORPORATION A.C.N. 007 457 141
3.    EASEMENT IN GROSS No 720809668 21/05/2021 at 16:06
      burdening the land
      NOOSA SHIRE COUNCIL
      over
      EASEMENT EG ON SP315578
4.    COVENANT NO 720809670 21/05/2021 at 16:06
      NOOSA SHIRE COUNCIL
      OVER COVENANT CG ON SP315578


ADMINISTRATIVE ADVICES            ___                               __________ __                     ______________________
Dealing       TYpe                                                                   Lodgement Date             Status
713497596     VEG NOTICE                                                             04/10/2010 12:46           CURRENT
              VEGETATION MANAGEMENT ACT 1999


UNREGISTERED DEALINGS________________________________________________
                                                                                                     _______
NIL

                                  Caution - Charges do not necessarily appear in order of priority
                                                      ** End of Current Title Search **




COPYRIGHT THE STATE OF QUEENSLAND (DEPARTMENT OF RESOURCES) [2021]                                               www.qld.gov.au/titles
Requested by: D-ENQ CITEC CONFIRM                                                                                                  Page l/l

Page 34

 

Land Title Act 1994; Land Act 1994
Form 21 Version 4
.

)

 

For lots |& /5, See Sheet 3

for Lots 2&3, See Sheet 4

for Lots /JO—/4, See Sheet 5
For Lots 9 & 6, See Sheet 6
ForLots 4,5, 7&8, See Sheet 7
For Lot 6, See Sheet 8

Locality

of (la-2-64—66-68—71-72-73-76-
Cooroy 80-84—87—89-90—91-94—97-98—
102-105-108 0—H2—H5-H7-—-H8—1)........ ILIA 1
TOt.soccesssscveecessssessseeeeeessnenesseeesunnsseeeesanente 9589 mr? is
for Reference & Permanent Marks tables, See Sheet /I. 5
z
Om 200m 400m 600m =
NOOSA COOLOOLA LAND SURVEYS PTY. LTD. ACN 613 974 486 | 4 4 1 {__SO|mm_} L 1 100 jn __ 1 L | _150 mm ___ State copyright reserved.
hereby cart fat th lnc camprtzad In Si plan wes mrvayed by Plan of Lots 1-16, Cov CA & Emts ED, E/& EK in Lot 1, Emts EE & EL in Lot 2, Scale: 1:4000
work te coporatonacrpteecpensiy and'hat hepianss | COV CB & Emt EM in Lot3, EmtEA in Lot4, EmtEF in Lot § CovCC inLot6, = |—— is
accxrate hat he sa survey was prtormed in accordance wih te, | Coy CD & Emt EN in Lot 9, Emts EB & EC in Lot 10, Cov CE in Lot 12, Cov CF STANDARD [8
one asoitd Regulators and Stndars and thatthe said suney | in Lot 13, Cov CG & Emt EG in Lot 14, Cov CH & Emts EH & EJ in Lot 15 & 3 a =f
. Cov 61 & Emt E0 in Lot 16 >
Cancelling Lot 140 on MCH978, Lot 3 on RP137375, Lot 8 on RP160703,
Lot2on RP852009 & Lot 101 on SP142407 &
LOCAL NOOSA COOROY & IS
a/2/e1 GOVERNMENT: SHIRE COUNCIL LOCALITY: LAKE MACDONALD | _ S$P315578 ~—s8
= Meridian: MGA, Zone 56, Vide GNSS Survey No

 

 

/

SP248161

of

Sheet
SURVEY PLAN aie

 

 

 

Localit ty

 
 
 
 
 
  
  
  
  

 

  

24
SP223760

   

(24-27-2524) cccecccvrvvsineeessseersssssiesseesesresssnee 211°

 

 

 

 

 

 

 

 

 

Page 35

20209   NC200I0I   DRAWN - Stanfield's


[OCR of page images]
 

q
of
i

 

 

 

 

 

 

 

       
   
      
  

 
 
      
        

   

                 
      
 
    

   

  

 
  

 

 

 

 

 

F SP 103944 — SP 103944 3 5
L OE 3 ; ocality of Lake Macdonald 35
b i s
ls —_— eh 6 atin, a
3 ae, a efidie | eSike r
y Sr sae ¢ “” oe oe i
er a COV.CF \ i i
Tu 5867 mt Q pcb :
Bet 3 sent aie 4269 50785", 3
Sr 10 Tense = \erevarsg— repre A498
aL 8 z BY 200-20)" ae lead
Loy 8 tye
abe . w é
8 4 : i 13 ¥ 14
re
a
e
+8 r 8 1
3 $32 ha
gs. 3 8 1-52 ha
B-| & COV.CE A
ala
Lol 8 5380 m’ ii 15263373 3 8 ;
6r // F x \e >
+s wa a Pct EMTEG 3
Peg Pid ane Oa0\ 367 a BS, 488 5
Lat Rmns Cen RFP By 0-09 1 2 a 8224/40" im? )
8 0:39% 0-39" O431,0-08' 240°00'39" 2:68, 2% aay 5
pis oP NSO, er Bee or, Lee (Oe ose 5 wre >
Lae 49. | 59% Star Pkt %, ~ a aoe 2228 jor" 2O 19 2 cee 5
7 ecco 1:525h Ae. ol PAW 999 foe? = Lt al
gst “iq BORAGE 525 ha SO Ue ON 485, 00°04'5 94 eh mS oo 708 pace Y
igl ® ro apse w% ss & wn P Fi
a ae Se D
} 87 gaat a ae “: elo B ent st
"aze6. ea aN Ter ee ‘
= é ‘
“ake 3 Nemtec” | 2
SA ORs. 498m sl
4 10
/ S
SP248I6/ % 1:524ha a) lt 2
2
ue 4]
3 ws
(fl :
8 |e :
& | 4
al ’; “4 \ ng
. i ” \ SEE 220 SHEET § t 9 Ge
20209 Wez0010) DRAWN > Stonflelds

 

Used in these records

About this file

File size
21.5 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Operational Works Application OPW21_0243 - Driveway application and supporting documents - 6 Robin Place, Lake MacDonald.pdf · 21.5 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.