Skip to the record
Every meeting, every word.

Original source · versioned page text

Appendix B - Proposal Plans

of 4

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

Page text read automatically using OCR, there may be inaccuracies

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
         




                                                               



                                                               


[OCR of page images]
DocuSign Envelope ID: SEEDFFEE-9851-4CB0-9824-DBAD6C2E78E0

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

  

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

   

   

 

  

 

 

 

 

 

 

[154109 [154105
Urateed we ose ata
Dion yee plans consttes ; 14908 / STEEL FRAME AND ROOF zvOop2h0
a ach ft Copyright ct and s
ates you aber pace! r 3900 : 2000 2008 TRUSSES AS PER ENGINEER|

220 +3000 04 t 7.385 4 gtd 104 V 2330 SPECIFICATIONS
—dT oe + 1,900 + 1,030 t + 1,260 — + 4,725 — - - 620 - 4,030 - -
I
‘ I
| DP DP ay
\ ——
7 sn
coma [RAN Sore romaro
g TH {70mm SETDOWN g
3 STODDARTS PATIO So0onm x 6000 5|
wave sPacE—
NICHE. SEEDETALA
‘| {sevsseg sags sifidoa DP | oT
s | [cai] | sof cane ranfero00} af. | al § =
Pe} IEI q
So \E io 7h ' 3
2| Welle Te ENS |} | Sem Be el
S| PSS =o) iro fi S|
s es DINING ; \ s
aI 2s R oe aI eI
# ea! “aut em |
: 24) AR screen 1
x KITCHEN — | s S|
a - 8 ' a
ee) 3 2
s ES u LIVING | s fe
BED3 | \ lz
ISTUDY ee
Ente \ | io
/ [+8] \ ' Is
I Iz
el | SWTBTE_DP SWTEOG_AWTBD L ay 10 SWS DP SWIG | SWTBTE 28 ef
3s : y
Wi {70mm SETDOWN
530 70 70,
230 f 1,900 70}, 1,030 f 70 788 10} I, 1,620 I, 4,030 i {230
| ROOF PITCH 20° OVERHANG 600mm | 230{{ 3200 _70y 3,200 _70yf 70 3915 Toy 3820 ___2301| REFER TO ELEVATIONS FOR ALL CONSTRUCTION NOTES|
230 | 3.200 70 3,200 70] 4515 70) 3,320 230], “COMPLIANCE INDENRITY
5,925 a7oy {2410 470| 5.630 ovr wiht be Gece dw sry poe oe odes Be
1.005 Sitesi etn eta dtnioarencsen crsns
350 COVENANT APPROVAL
contin sa
A 3 4 950 / 3,520 470 J+ 6,015 590 + 850. 14 1,810 r 4350 ‘Siena ‘Wines Dae
boa ial eT
g 4 tly 2 DATE

2, 9 ELEVATIONS FLOOR PLAN ‘Gru DoNoT cov WMA REQUREMENTE FoR Wels on oRaiMaLiTracceesoncosamicuven | CENT: {
al oreatess SNCEI959 comarca ti sonefONE “09 eee Sons ye br an | SUES | SUMOER rb seer

Eeee DixoNtoves RN TROOF Me yy Lis HOO TeANGLE | tab atertatve product "| pUoemanet Yew NOT TO'BE MODIFIED WITHOUT WRITTEN AUTHORITY

cess ORCHICARPORTAREA 4185M2ICruiNGHT 2440] ch Oe donee Servos | Saanananta | Meee |Xyrus V. Baquillos & Benjamin P. Coles

EZ = | www.dixonhomes.com.au P70 % OF FOOTPRINT 37.5% 5 120 100s 100 TOEQUAL ANGLE) Doan nghose.Comacton | QFucir~t ” | Lot 6 (1179) Louis Bazzo Drive

ES 2 ——_ Jwino RATING NS] S Stitch weLoe0 70 BACK | feoriave Firma awe] COOTHARABA, QLD 4565

Feaig © 1SOO 10 10 10/508 7454109 | __SR4207 MIN TS9 END SUPPORT RP204676 MAP REF. UBD EAT

 

 

 

 

 

 
Log in to download the original file

Appendix B - Proposal Plans.pdf · 772 KB (small file)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

Full text of the other 3 pages

Page 2

         




                                                               



                                                               


[OCR of page images]
DocuSign Envelope ID: SEEDFFEE-9851-4CB0-9824-DBAD6C2E78E0

 

[isa109

(Urauhoreed ure ofhase

Dion sytem’ plans consiues
a breach ofthe Copyright Act and

rakes you able for sigacant
| éamages.

 

4242

 

2,440
CEILING HEIGHT

 

 

 

 

 

SMOOTH PAINTED HARDIPLANK,
BRICKWORK ABOVE DOOR OPENINGS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ELEVATION 1

 

 

 

 

 

Zi0quaas
zv0io2p2Iw

 

 

 

MOREALESS SINCE 1959

Dixons

www.dixonhomes.com.au
®1300 19 10 10

 

RAW FOR: Tanawood, sane

HTanawood Hones

 

i

ELEVATION 2

PV PANELS

ELEVATION 4

~ SOLAR PANELS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ELEVATION 3

 

 

GAS IGNITION ZONE

[ARTICULATION JOINT SPACING: 6m

 

 

 

 

 

CALE 7700
Foor area 102 BME ya
Exrwau. Torso
JORCHICARPORTAREA 41450 2 WALL TF/so/H08
M10 % OF FOOTPRINT. 37.5%
IND RATING NS
JOB 154109 [| _SR4207

 

NOTE: WINDOWS AND DOORS SHOWN
ARE STANDARD BLOCKS ONLY.

FOR DETAIL ON PANEL SIZE & POSITION

‘SEE CODES ON THE FLOOR PLAN,

WINDOW SIZE AND STYLE ARE INDICATIVE
ONLY AND MAY VARY DEPENDING ON SUPPLIER

 

Plan DinensionstErors and Omission,
Wher inadvertent changes tothe cginalyspectod
mensions andor spaces ocur, tbe Owner(s) wil only be
ene o compensaton fr consequential financial loss on a
resale bass, s assessed by a registered value nominated
bythe Quoensiand insu of Valuers and a refund for
tems charged fo, but not incarpovated inthe Contact

‘Only Sani 10% caveat. teat covet lease cnt your constant
me 16-Mar-21.

QUENT catty DATE:

(CLIENT: eo

BUILDER. RTE: 16-war-21,

NOT TOBE HOOIFIED WITHOUT WRITTEN AUTHORITY
Xyrus V. Baquillos & Benjamin P. Coles
Lot 6 (1179) Louis Bazzo Drive
COOTHARABA, QLD 4565
RP204676 MAP REF. UBD

 

 

Page 3

DocuSign Envelope ID: 8A0645C1-F680-4647-864F-E4DB4DE8BC51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Valve
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Light Pole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Storm Water
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           M/H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Sign Post
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Sewer M/H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Power Pole




                                                                                                       90 "
                                                                                                         '30
                                                                                                     7°7
                                                                                                    .8
                                                                                                   21
                                                                                                  44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Water Meter
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            gully pit

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Comms Pit                  E        Elect Line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S        Sewer Line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Elect Box                  SW       Drainage Line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G       Gas Line
                                                       259°28
                                                              '0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    D     Roof Outlet                W       Water Line
                                                         33.960


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Fire Hydrant                       Retaining Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Survey Stn                           building
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Survey Stn                           top/bottom bank
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              fence


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   08-May-21




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   04-May-21




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 262.021
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1°25'0"
                                                                                                                                                                                                                                                                                .36
                                                                                                                                                                                                                                                                             14




                                                                                                                                                                                                                                                                                                    14.5
                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                              14.7
                                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                                                                                   .90
                                                                                                                                                                                                                                                                                                                                                                 14




                                                                                                                                                                                                                                                                                                                                                                         15.00
                                                                                                                                                                                                                                                                                                                                                                                                              .21
                                                                                                                                                                                                                                              .43




                                                                                                                                                                                                                                                                                                                                                                                                             15
                                                                                                                                                                                                                                             14




                                                                                                                                                                                                                                                                                                                                                                                                                    15.25
                                                                                                                                                                                                                                                                                                                                                                                                                            App




                                                                                                                                                                                                                           ing
                                                                                                                                                                                                                                                                                                                                                                                                                              rox




                                                                                                                                                                                                                        ar
                                                                                                                                                                                                                                                                                                                                                                                                                                  Edg




                                                                                                                                                                                                                     Cle
                                                                                                                                                                                                                                                                                                                                                                                                                                    e of




                                                                                                                                                                                                              e of
                                                                                                                                                                                                            dg
                                                                                                                                                                                                                                                                                                                                                                                                                                        Cle




                                                                                                                                                                                                          xE
                                                                                                                                                                                                                                                                                                                                                                                                                                           arin




                                                                                                                                                                                                     ro
                                                                                                                                                                                                  App
                                                                                                                                                                                                                                                                                                                                                                                                                                           .37g
                                                                                                                                                                                                                                                                                                                                                                                                                                        15
                                                                                                                                                                                                                                                   .74
                                                                                                                                                                                         .49




                                                                                                                                                                                                                                                  14
                                                                                                                                                                                       14




                                                                                                                                                                                                                                                                                              .31




                                                                                                                                                                                                                                                                                                                                                                                                                                              15.50
                                                                                                                                                                                                                                                                                             15




                                                                                                                                                                                                                                                                                                                                                                                 .68




                                                                                                                                                                                                                                                                                                                                         TBM
                                                                                                                                                                                                                                                                                                                                                                             15




                                                                                                                                                                                                                                                                                                                                         Peg
                                                                                                                                                                                                                                                                                                                                                                 180.9




                                                                                                                                                                                                                                                                                                                                         15.62m AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                          15.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                             .78
                                                                                                                                                                                                                                                                                                                                                                                                                                                            15
                                                                         350°31'




                                                                                                                      .47
                                                                           328.570




                                                                                                                    14




                                                                                                                                                                                                                                                                                                                                                                      79 O
                                                                                                                      14
                                                                                                                    .50
                                                                                 30"




                                                                                                                                                                                                                                                                                                                                                                          MP




                                                                                                                                                                                                                                                                                                                                                                 FILL
                                                                                                                                                                                                                                                                                                       LOT 6 RP204676
                                                                                                                                                                                                                                                                                                                                                                           TO C




                                                                                                                                                                                                                                                                                                                                                                 CUT
                                                                                                                                                                                                                  .02
                                                                                                                                                                                                                 15




                                                                                                                                                                                                                                                                                       .62
                                                                                                                                               14




                                                                                                                                                                                                                                                                                      15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .94
                                                                                                                                                                                                                                                                                                                                                                                 ORN
                                                                                                                                                 .75




                                                                                                                                                                                            24500 LITRE WATERTANKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       15
                                                                                                                                                                                                                                                                                                                       .94
                                                                                                                                                                                                                                                                                                                     15




                                                                                                                                                                                       1m3 RUBBLE PIT
                                                                                                                                                                                                                                                                                                                                                                                     ER


                                                                                                                                                                                                                                                                                                                                                                                                                      .06
                                                                                                                                                                       .92
                                                                                                                                                                           147.78




                                                                                                                                                                                                                                                                                                                                                                                                                    16




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                   14




                                                                                                                                                                                                                                                          P                                                                                                                                                                                                         16.0
                                                                                                                                                                                                                                                                                                             Owners Peg
                                                                                                                                                                                   6 SETO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16




                                                                                                                                                                                                                           5500 LITRE WATERTANK
                                                                                                                                                                                                                                                                                                                                                             TBM
                                                                                                                             Approx Edge of Clearing




                                                                                                                                                                                                                                                                                                                                                             Peg
                                                                                                                                                                                                                                                                                                                                                             16.12m AHD

                                                                                                                                                                                                                                                                                                                             48.430 SETOUT
                                                                                                                                                                                                                                                                                                      FILL
                                                                                                                                                                                                                                                              OPEN
                                                                                                                                                                                                                                                              CAR SPACE




                                                                                                                                                                                                                                                                                                      CUT
                                                                                                                                                                                     UT




                                                                                                                                                                                                                                                  P
                                                                                                                                                                                                                                      51  .695 OM
                                                                                                                                                                  15.00




                                                                                                                                                                                                                                                                                                                                                                                       27.985 SETOUT




                                                                                                                                                                                                                                                                                                                              47.801 OMP
                                                                                                                                                                                                                                                                                                                                                                                                                                                    .22
                                                                                                                                                                                                                                                                                                                                                                                                                                                  16
                                                                                                                                                                       .01
                                                                                                                                                                   15




                                                                                                                                                                                                                                                                          .76
                                                                                                                                                                                                                                                                    15
                                                                                                                                                               15.00




                                                                                                                                                                                                                                                               SLOPE 1: 60
                                                                                                                                                                                                                                                               DRIVEWAY




                                                                                                                                                                                                                                                                                                                                        .13




                                                                                                                                                                                                                                                                                                                        58
                                                                                                                                                                                                                                                                                                                                       16




                                                                                                                                                                                                                                                                                                                             .5
                                                                                                                                                                                                                  53.110 SETOUT                                                                                                71
                                                                                                                                                                                                                                                                                                                                       OM
                                                                                                                                                                                                                                                                                                                                                                                                       .16
                                                                                                                                                                                                                                                                                                                                                                                                   16
                                                                                                                                                                                                                                  .46




                                                                                                                                                                                                                                                                                                                                                P
                                                                                                                                                                                                                                 15
                                                                                                                                                                                            .19
                                                                                                                                                                           Access



                                                                                                                                                                                        15

                                                                                                                                                                                                  15
                                                                                                                                                       15.00
                                                                                                                             .96




                                                                                                                                                                                                    .2
                                                                                                                            14




                                                                                                                                                                                                                                                  15
                                                                                                                                                                                                      5
                                                                                                                                                                               y




                                                                                                                                                                                                                                                                                                             16.00




                                                                                                                                                                                                                                                                                                                                          .16
                                                                                                                                                                                                                                                                                  15.75




                                                                                                                                                                                                                                                                                                                                                              ng
                                                                                                                                                                                                                                                                    .69
                                                                                                                                                                       Drivewa




                                                                                                                                                                                                                                                                                                                                                        Cleari
                                                                                                                                                                                                                                                    .5




                                                                                                                                                                                                                                                                                                                                       16
                                                                                                                                                                                                                                                                 15




                                                                                                                                                                                                                                                                                                                                                ge of
                                                                                                                                                                                                                                                      0




                                                                                                                                                                                                                                                                                                                                            x Ed
                                                                                                                                                                                                                                                                                                                                       Appro
                                                                                                                                                                                                                                                                                                                                                            9.1 '0"
                                                                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                                                                                                                                              °4
                                                                                                                                                                                                                                                                                                                                                           37
                                                                                                                                                                                                                                                                                                                                                         14




                                                           Scale 1:1000 - Lengths are in Metres.

                               10        0       10                 20                 30   40                 50                                       60                                                                       70                            80                                            90                                    100



                           A = Apex LeveL                                                   Datum for Levels ..... AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            A                      Original               25/02/21

                           R = Roof/Eave Level                                              Levelled from GNSS.....RL AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ISSUE:             DESCRIPTION                 DATE          SIGNED
                                         SERVICES
                            Sewerage                 ?                         CLIENT:
                            Stormwater              yes                                               Dixon                                                                                                                                                                                                                                                                                                                                               Detail Survey                                    S P E N C E R
                            Water                    ?                      NOTES:                                                                                                                                                                                                                                                Description
                            Electricity         overhead                    ALL FEATURES AND SERVICES VISIBLE AT TIME OF SURVEY HAVE
                                                                            BEEN LOCATED BY FIELD MEASUREMENT. WHERE SERVICES HAVE                                                                                                                                                                                                                                              Lot 6 RP204676                                                                                                              s u r v e y s
                            Telephone         underground
                            Gas                     no
                                                                            BEEN PLOTTED FROM DIMENSIONS TAKEN FROM SERVICE
                                                                            PROVIDERS RECORDS A NOTATION HAS BEEN MADE ON FACE OF
                                                                                                                                                                                                                                                                                                                                                                      1179 Louis Bazzo Drive Cootharaba                                                                                             1300 185 040
                                                 bitumen                    PLAN. WHERE ANY CONSTRUCTION WORK IS TO OCCUR NEAR
                            Road
                                                                            SERVICES EXACT LOCATIONS NEED TO BE DETERMINED TO                                                                                                                                                                                                                                                                                                                                                                       [email protected]
                            Kerb                    no
                            Footpath                no
                                                                            ENSURE APPROPRIATE CLEARANCES ARE ACHIEVED PRIOR TO
                                                                            EXCAVATION/ CONSTRUCTION. THIS NOTE FORMS AN INTEGRAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Noosa Shire                   PO BOX 519 CANNON HILL Q 4170
                            Flood Affected       check council              PART OF THIS PLAN.                                                                                                                                                                                                                                                                                                                                                                     4.009ha                      COMP.FILE     153577dt                         ISSUE:
                            Soil               sandy clay                   SEE AUTOCAD LAYER HGT-OFF FOR LEVELS THAT ARE NOT SHOWN                                                                                                                                                                                                                                                                                                                                                             F.B.                                                      A
                            Grass       yes       Coverage 0%             Surveyor:         JPE                                                                                                           Drawn:                                          JPE                                                                     Scale in Metres.                                                                                                                                              Date                          Ref.
                                                                         ISSUE:
                                                                          Datum:            AHD                                                                                                           Checked:                                        MBS                                                                                                                                                                                                      1000 at A3                           25/02/21                         154109

Page 4

DocuSign Envelope ID: 8A0645C1-F680-4647-864F-E4DB4DE8BC51




                                                                                                                                                                                                                                                                        .68
                                                                                                                                                                                                                                    TBM                                                                                                                                                                              LEGEND




                                                                                                                                                                                                                                                                       15
                                                                                                                                                                                                                                                                                                                                                                                                       Valve
                                                                                                                                                                                                                                    Peg                                                                                                                                                                                                 Light Pole
                                                                                                                                                                                                                                                                                                                                                                                                       Storm Water




                                                                                                                                                                                                                                                         180.
                                                                                                                                                                                                                                    15.62m AHD                                                                                                                                                         M/H
                                                                                                                                                                                                                                                                                                                                                        15.75                                                                          Sign Post




                                                                                                                                                                                                                                                                                                                                                              .78
                                                                                                                                                                                                                                                                                                                                                                                                      Sewer M/H




                                                                                                                                                                                                                                                                                                                                                             15
                                                                                                                                                                                                                                                                                                                                                                                                                                        Power Pole
                                                                                                                                                                                                                                                                                                                                                                                                      Water Meter




                                                                                                                                                                                                                                                             979
     .47




                                                                                                                                                                                                                                                                                                                                                                                                                                        gully pit
   14
   14




                                                                                                                                                                                                                                                                                                                                                                                                      Comms Pit                  E        Elect Line
     .50




                                                                                                                                                                                                                                                                                                                                                                                                                                 S        Sewer Line
                                                                                                                                                                                                                                                                                                                                                                                                      Elect Box                 SW        Drainage Line




                                                                                                                                                                                                                                                               OMP
                                                                                                                                                                                                                                                                                                                                                                                                                                G        Gas Line
                                                                                                                                                                                                                                                                                                                                                                                               D
                                                                                                                                                                                                                                                                                                                                                                                                      Roof Outlet               W        Water Line
                                                                                                                                                                                                                                                                                                                                                                                                      Fire Hydrant                       Retaining Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                          concrete
                                                                                                                                                                                                                                                                                                                                                                                                      Survey Stn                           building
                                                                                                                                                                                                                                                        FILL                                                                                                                                          Survey Stn                           top/bottom bank

                                                                                                                                                                                 LOT 6 RP204676




                                                                                                                                                                                                                                                                     TO C
                                                                                                                                                                                                                                                                                                                                                                                                                                          fence

                                                                                    .02
                                                                                   15                                                                                                                                                                   CUT                                                                                                                                                       EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                  15.86 approx/FFL__________
                                                                                                                                                                                                                                                                                                                                                                                            GL__________                16.16 approx




                                                                                                                                                                 .62
                                                                                                                                                                                                                                                                                                                                                                                            O Equal Cut & Fill
                             14




                                                                                                                                                               15
                                                                                                                                                                                                                                                                                                                                        SPECIAL BOUNDARY NOTE                               O Unequal Cut & Fill




                                                                                                                                                                                                                                                                                                                                                                                  .94
                                                                                                                                                                                                                                                                        ORN
                               .75




                                                                     24500 LITRE WATERTANKS
                                                                                                                                                                                                                                                                                                                                 This plan is a detail survey only and is not intended      O Side Scrape & Compact to provide level building pad




                                                                                                                                                                                                                                                                                                                                                                               15
                                                                                                                                                                                                                                                                                                                                 to show accurate location of property boundaries.                                   NOTES:
                                                                                                                                                                                                                                                                                                                                 Property Boundaries shown are deed dimensions              * When preparing plumbing and drainage plan, position




                                                                                                                                                                                                            .94
                                                                                                                                                                                                                                                                                                                                 and are positioned by best fit to existing fences or




                                                                                                                                                                                                           15
                                                                 1m3 RUBBLE PIT                                                                                                                                                                                                                                                                                                             pipes under floor slab to allow for shortest possible run.
                                                                                                                                                                                                                                                                                                                                 pegs found on site. This survey does not gaurantee




                                                                                                                                                                                                                                                                              ER
                                                                                                                                                                                                                                                                                                                                 the location of structures relative to boundaries          * All dimensions, boundary and setbacks to be verified
                                                                                                                                                                                                                                                                                                                                 shown. An Identificaiton survey is required to             on site.




                                                                                                                                                                                                                                                                                                      .06
                                                  .92
                                                      147.78




                                                                                                                                                                                                                                                                                                                                 determine accurate dimensions and location of




                                                                                                                                                                                                                                                                                                    16
                                                                                                                                                                                                                                                                                                                                                                           0
                                              14




                                                                                                                                 P                                                                                                                                                                                                                                           16.0
                                                                                                                                                                                                    Owners Peg                                                                                                                   boundaries
                                                                                                                                                                                                                                                                                                                                                                                            CLIENT: ___________________________________

                                                                                                                                                                                                                                                                                                                                                          ROOFWATER
                                                                                                                                                                                                                                                                                                                                        O To Street Channel or Gully
                                                                                                                                                                                                                                                                                                                                                                                             CLIENT _________________________________
                                                            6 SETO




                                                                                                                                                                                                                                                                                                                                        O To Connection Point




                                                                                                                                                                                                                                                                                                                                                                             .05
                                                                                                                                                                                                                                                                                                                                                                           16
                                                                                                                                                                                                                                                                                                                                        O To Dispersion Pads                                 CLIENT _________________________________
                                                                                        5500 LITRE WATERTANK
                                                                                                                                                                                                                                                                                                                                                                                                    08-May-21
                                                                                                                                                                                                                                                        TBM                                                                             O To Rubble Pits (Min 6m from house &                DATE ___________________________________
            Approx Edge of Clearing




                                                                                                                                                                                                                                                        Peg                                                                               1.5m from Bdy)
                                                                                                                                                                                                                                                        16.12m AHD                                                                                                                           BUILDER _________________________
                                                                                                                                                                                                                                                                                                                                        O To Water Tanks

                                                                                                                                                                                                                       48.430 SETOUT                                                                                                                                                                      04-May-21




                                                                                                                                                                                FILL
                                                                                                                                           OPEN
                                                                                                                                           CAR SPACE




                                                                                                                                                                                CUT
                                                                                                                                                                                                                                                                                                                                                                                             DATE ____________________________
                                                              UT




                                                                                                                                                                                                                                                                                                                                                                            75


                                                                                                             9 5 O MP                                                                                                                                                                                                          PATH OR PAD AGAINST


                                                                                                   51    . 6                                                                                                                                                                                                                   PERIMETER OF HOUSE TO
                                                                                                                                                                                                                                                                                                                               BE 90mm MINIMUM BELOW
                                                                                                                                                                                                                                                                                                                               TOP OF EXPOSED EDGE
                                                                                                                                                                                                                                                                                                                                                                                 GARAGE
                                                                                                                                                                                                                                                                                                                                                                                  DOOR
                                                                                                                                                                                                                                                                                                                                                                                                   NOT TO BE MODIFIED WITHOUT WRITTEN
                                                                                                                                                                                                                                                                                                                               CONCRETE OR WEEP HOLES                                                          AUTHORITY
                                                                                                                                                                                                                                                                                                                               WHEN APPLICABLE                                    90mm
                                                                                                                                                                                                                                                                                                                                                                    PATH
                                                                                                                                                                                                                                                                                                                                                                                  STEP                        BATTER ANGLES
                                              15.00




                                                                                                                                                                                                                                                                              27.985 SETOUT
                                                                                                                                                                                                                           47.801 OMP                                                                                                           RETAINING WALLS
                                                                                                                                                                                                                                                                                                                                                                                 Driveway
                                                                                                                                                                                                                                                                                                                                                                                            Batter angles are to comply with local government
                                                                                                                                                                                                                                                                                                                                                                                            requirements and are to conform as follows:




                                                                                                                                                                                                                                                                                                                                            .22
                                                                                                                                                                                                                                                                                                                                             Retaining Wall/s by Owner




                                                                                                                                                                                                                                                                                                                                          16
                                                                                                                                                                                                                                                                                                                                                                                              CLAY BASED SOILS -
                                                  .01




                                                                                                                                                                                                                                                                                                                                              Batter Earthworks to Suit                     O 1 Vertical to 1 Horizontal
                                              15




                                                                                                                                                                                                                                                                                                                               Wall/s   Max. Height (mm) Timber Block Cut Fill
                                                                                                                                                       .76




                                                                                                                                                                                                                                                                                                                                                                                              SANDY SOILS -
                                                                                                                                                 15




                                                                                                                                                                                                                                                                                                                                                                                            O 1 Verical to 2 Horizontal
                                          15.00




                                                                                                                                                                                                                                                                                                                                                                                              WEATHER ROCK -
                                                                                                                                            SLOPE 1: 60
                                                                                                                                            DRIVEWAY




                                                                                                                                                                                                                                                                                                                                                                                            O 1 Vertical to 1.5 Horizontal




                                                                                                                                                                                                                                    .13
                                                                                                                                                                                                                58
                                                                                                                                                                                                                                16
                                                                                                                                                                                                                                                                                                                                                      NOTE                                    MASSIVE ROCK -

                                                                                                                                                                                                                  .5                                                                                                            No work to commence on site or at the builders              O Almost Vertical

                                                                                    53.110 SETOUT                                                                                                                          71                                                                                                   discretion until retaining walls are complete.
                                                                                                                                                                                                                                                                                                                                                                                                              SERVICES NOTE
                                                                                                                                                                                                                                OM                                                                                                                    NOTE                                    Services shown hereon have been located where




                                                                                                                                                                                                                                                                                              .16
                                                                                                                                                                                                                                                                                                                                Underground service locations are approximate only            possible by field survey. If not able to be located,




                                                                                                                                                                                                                                                                                         16
                                                                                                .46




                                                                                                                                                                                                                                            P                                                                                   and should be verified by local authority prior to            services have been plotted from the records of the
                                                                                              15




                                                                                                                                                                                                                                                                                                                                construction.                                                 relevant authorities where available. Prior to any
                                                                                                                                                                                                                                                                SURVEY BUILDING LOCATION NOTE                                                                                                 excavation or construction on the site, the relevant
                                                                                                                                                                                                                                                                                                                                                      NOTE                                    authority should be contacted for possible location
                                                                     .19
                                                      cess




                                                                                                                                                                                                                                                                At time of setout additional survey work will be                Natural surface levels supplied may differ from               of further underground services.
                                                                  15

                                                                           15
                                  15.00




                                                                                                                                                                                                                                                                required to enable the building to be set out                   councils definition of natural surface levels. Please
                                                    ay Ac
             .96




                                                                            .2




                                                                                                                                                                                                                                                                                                                                                                                                                  FLOOD LEVELS
           14




                                                                                                                15




                                                                                                                                                                                                                                                                to the dimensions shown on site plans                           contact us if further clarification is necessary.
                                                                              5




                                                                                                                                                                                                                                                     aring
                                                                                                                                                                                                   16.00




                                                                                                                                                                                                                                   .16
                                                                                                                                                             15.75
                                                                                                                                                 .69




                                                                                                                                                                                                                                                  Cle
                                                                                                                 .5




                                                                                                                                                                                                                                                                The cost to perform this additional building                                                                                   Spencer Surveys have not performed a flood level
                                                  Drivew




                                                                                                                                                                                                                                16




                                                                                                                                                                                                                                             e of
                                                                                                                                              15
                                                                                                                 0




                                                                                                                                                                                                                                          Edg                   control survey is $1800+gst                                                           NOTE                                     search on this property. If required please contact
                                                                                                                                                                                                                                   rox
                                                                                                                                                                                                                                App                                                                                             Sewer Information not provided by Dixon Homes                  this office for further information.



                                                                           SERVICES
                                                             Sewerage                  ?                                             Scale 1:200 - Lengths are in Metres.                                                            CLIENT:
                                                             Stormwater               yes                                                                                                                                                                    Dixon                                                                 Detail Survey                                                           S P E N C E R
                                                             Water                     ?                                                                                                                                             NOTES:                                                                 Description
                                                                                                            2         0      2         4               6         8        10    12       14        16       18             20        ALL FEATURES AND SERVICES VISIBLE AT TIME OF SURVEY HAVE
                                                                                                                                                                                                                                                                                                                                                                                                           s u r v e y s
                                                             Electricity          overhead
                                                                                                                                                                                                                                     BEEN LOCATED BY FIELD MEASUREMENT. WHERE SERVICES HAVE                                 Lot 6 RP204676
                                                             Telephone          underground                                                                  Datum for Levels ..... AHD
                                                                                                      A = Apex LeveL                                                                                                                 BEEN PLOTTED FROM DIMENSIONS TAKEN FROM SERVICE
                                                                                                                                                                                                                                                                                                                  1179 Louis Bazzo Drive Cootharaba
                                                             Gas                      no                                                                                                                                             PROVIDERS RECORDS A NOTATION HAS BEEN MADE ON FACE OF                                                                                                          1300 185 040
                                                             Road                  bitumen            R = Roof/Eave Level                                    Levelled from GNSS.....RL AHD                                           PLAN. WHERE ANY CONSTRUCTION WORK IS TO OCCUR NEAR
                                                                                                                                                                                                                                                                                                                                                                                                    [email protected]
                                                                                                                                                                                                                                     SERVICES EXACT LOCATIONS NEED TO BE DETERMINED TO
                                                             Kerb                     no
                                                             Footpath                 no
                                                                                                                                                                                                                                     ENSURE APPROPRIATE CLEARANCES ARE ACHIEVED PRIOR TO
                                                                                                                                                                                                                                     EXCAVATION/ CONSTRUCTION. THIS NOTE FORMS AN INTEGRAL
                                                                                                                                                                                                                                                                                                                                         Noosa Shire                                               PO BOX 519 CANNON HILL Q 4170
                                                             Flood Affected        check council                                                                                                                                     PART OF THIS PLAN.                                                                                  4.009ha                                              COMP.FILE       153577dt                         ISSUE:
                                                             Soil                sandy clay                                                                             A              Original                 25/02/21             SEE AUTOCAD LAYER HGT-OFF FOR LEVELS THAT ARE NOT SHOWN                                                                                                  F.B.                                                       A
                                                             Grass       yes        Coverage 0%                                                                                                                                      Surveyor:   JPE                        Drawn:            JPE           Scale in Metres.                                                                  Date                             Ref.
                                                                                                   ISSUE:             DESCRIPTION                 DATE       SIGNED    ISSUE:        DESCRIPTION                DATE       SIGNED
                                                                                                                                                                                                                                     Datum:      AHD                        Checked:          MBS                                         200 at A3                                                   25/02/21                        154109

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”.