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Appendix A - Proposal Plans
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Plans and drawings
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Log in to see the plans as drawn TOWNSEND RESIDENCE
SHEET No. SHEET NAME SHEET No. SHEET NAME
00 COVER SHEET 06 ELEVATIONS
01 GENERAL NOTES 07 SECTION
02 SITE PLAN 08 SLAB PLAN
02A SITE PLAN 2500 09 GROUND FLOOR COVERINGS
03 GROUND FLOOR PLAN 10 INTERNAL ELEVATIONS
04 ROOF PLAN 11 INTERNAL ELEVATIONS
05 ELEVATIONS 12 INTERNAL ELEVATIONS
NOTES: REVISIONS REVISIONS DRAWING TITLE: DESIGN: OWNER:
NOTE: SHADOWS SHOWN HERE ARE NOT SITE SPECIFIC. THEY ARE COVER SHEET P. & D. TOWNSEND
ADDED TO HELP UNDERSTAND THE VOLUME AND SHAPE OF HOUSE.
REV. DESCRIPTION DATE DRAWN CHECKED REV DESCRIPTION DATE DRAWN CHECKED FONTAINE 49
1 PRELIMINARY CONTRACT 1 29.09.21 PG4 AAI
0 1 2 3m CEILING:
2 CONTRACT 15.11.21 AAI LOT 4 COOROY-BELLI CREEK ROAD
30/11/2021 3:45:39 PM
27G L COOROY, QLD
SCALE 1:100 (A2)
JOB N°: 726886 PERMIT N°: TBC
© COPYRIGHT
209 Robina Town Centre Dr, Robina, QLD, 4226 WIND SPEED: N5 MASTER ISSUED: FEB 2021
QBCC LICENSE N°: 40992 Metricon homes owns copyright
NSW BUILDERS LICENCE N°: 36654C in this drawing. DRAWN: AAI CHECKED: SHEET:
A.C.N. 053189469 Unauthorised use, reproduction
Tel: (07) 5501 7200 - Fax: (07) 5562 2194
www.metricon.com.au
or adaption is forbidden and will
be prosecuted.
CONTRACT 00/12
SPEC: SIGNATURE LUXE 01.07.2021 DATE: 15.11.21
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Full text of sections 2 to 5 (of 17)
Section 2
STANDARD NOTES:
*WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.
*FLOOR PLAN DIMENSIONS ARE TO FRAME SIZE ONLY
FRAMING BRICK PIERS/COLUMNS/POSTS STEEL FRAMING REQUIREMENTS (WHERE APPLICABLE) REFERENCE DETAILS
FRAMING • PROVIDE BALCONY/ PORTICO &/OR ROOF SUPPORT WITH ENCASED SLIP JOINT • 70MM STEEL FRAME & TRUSSES REQUIRING THE ISSUE OF A SIGNED
• ALL STRUCTURAL TIMBER FRAMING SIZES TO BE IN ACCORDANCE WITH A.S. 1684 SHS POSTS (FULL LENGTH U.N.O.) CHEM-SET TO CONCRETE FOOTING TO COMPLIANCE CERTIFICATE FOR THE BUILDING DESIGN - FORM 15 UPON DETAIL NO. DETAIL DESCRIPTION
NATIONAL TIMBER FRAMING CODE & OR ENGINEERS STRUCTURAL COMPUTATIONS. ENGINEERS DETAIL COMPLETION AND PRIOR TO FINAL CERTIFICATION X-TYP-XXXX-XX XXXX TYPICAL FACADE DETAIL
• FLOOR TO BE PREFABRICATED TO MANUFACTURERS SPEC. & ALLOW 300MM MIN' • HEADER COURSE TO TOP OF ALL BRICK PIERS LOWER THAN SOFFIT LINE U.N.O • STEEL FRAMES AND TRUSSES TO COMPLY WITH: QO-TYP-WET-01 TILED RECESS DETAIL
DEPTH TO ALLOW FOR SERVICES • USE 330MM BELOW FFL FOR DATUM OF PIER BRICK COURSES • AS/NZS 1170.0 STRUCTURAL DESIGN ACTIONS: PART 0: GENERAL PRINCIPLES QS-TYP-CLAD-02 LINEA CLADDING DETAIL
• SPACED & FIXED TO PROVIDE SUPPORT @ 450MM CRS. • REFER TO “Q-TYP-POST TYPES” FOR SHS POSTS DETAILS • AS/NZS1170.1 STRUCTURAL DESIGN ACTIONS: PART1: PERMANENT, IMPOSED QS-TYP-CLAD-09 BLUEBOARD CLADDING DETAIL
• FLOOR JOISTS UNDER ALL SHOWERS TO BE STEPPED DOWN 50mm (U.N.O.) REFER AND OTHER ACTIONS QS-TYP-MISC-04 FLASHING DETAILS
DETAIL "QS-TYP-SHOW-02" TERMITE PROTECTION • AS/NZS 4600 COLD-FORMED STEEL STRUCTURES
QS-TYP-ROOF-01 EXPOSED RAFTER DETAIL
ROOF FRAMING • PROVIDE TERMITE MANAGEMENT SYSTEM DEEMED TO SATISFY A.S. 3660.1 • AS4055 WIND LOADS FOR HOUSING
• PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS. PITCH • AS4100 STEEL STRUCTURES CODE
STEPS/STAIRS/BALUSTRADES • AS 3623 DOMESTIC METAL FRAMING
AS SHOWN ON ELEVATIONS.
• INTERNAL CEILING AREAS SPACED & FIXED AT 600MM MAX. CRS. • ALL STEPS MUST COMPLY WITH NCC 3.9.1. • AS 3566.1 SELF DRILLING SCREWS
• EXTERNAL CEILING AREAS SPACED & FIXED AT 450MM MAX. CRS. • BARRIERS & HANDRAILS MUST COMPLY WITH NCC 3.9.2.
• SKILLION ROOF SPACED & FIXED AT 900MM MAX. CRS.
• GIRDER TRUSSES TO BE PLACED DIRECTLY OVER EXTERNAL WALL STUDS OR
WET AREAS
APPROVED LINTEL. • WATERPROOFING OF WET AREAS TO COMPLY WITH A.S. 3870 & NCC 3.8.1.
• WALL LINING TO WET AREAS TO BE 6MM VILLABOARD U.N.O..
WALL FRAMING
• CEILING 'DIRECT FIX' 10MM UNISPAN (OR EQUIVALENT) PLASTERBOARD.
• EXTERNAL STUD WALLS 70MM TH, U.N.O. @ 600 MAX. CRS
• ALL WALL TILING HEIGHTS ARE NOMINAL, AND TO BE ADJUSTED ON SITE TO
• INTERNAL STUD WALLS 70MM TH U.N.O. @ 600 MAX. CRS
SUIT. SHOWER TILING TO EXTEND MIN. 20MM ABOVE SCREEN.
• ALL WINDOWS HEADS TO FINISH FLUSH WITH SOFFIT LINING U.N.O.
• LINTEL SIZES TO ENGINEERS DESIGN
• WALL BRACING, FIXING, TIE DOWNS, DURABILITY NOTES & ANY ADDITIONAL GLAZING SOFFIT DETAIL
ENGINEERING REQ. TO BE AS PER ENGINEERS DETAIL • 4.5MM FC SHEET (U.N.O.)
• WINDOW HEAD HEIGHT DIMENSION GENERALLY TAKEN TO THE NEAREST
CORRESPONDING BRICK COURSE. • SPECIFIED EAVE WIDTH, MEASURED FROM FACE OF BRICK.
GARAGE DOOR
• WIN. SUPPLIER TO SUPPLY COVER BOARDS TO ALL CORNER WIN. U.N.O. • FOR BRICKWORK: ADD 160mm TO EAVE WIDTH IN LIGHTWEIGHT CLAD AREAS.
• 2100MM GARAGE DOOR OPENING, FRAMING AT 2080MM AFFL
• ALUMIN. SLIDING WIN. & DOORS TO SIDE & REAR ELEVATIONS U.N.O. FOR HEBEL: ADD 115mm TO EAVE WIDTH FROM FRAME IN LIGHTWEIGHT CLAD AREAS.
• 2130MM GARAGE DOOR OPENING, FRAMING AT 2105MM AFFL DISREGARD (PACKING/CLADDING)
• GARAGE DOOR OPENING > 2130MM, FRAMING 25MM BELOW OPENING DIMENSION • ALL GLAZING TO COMPLY WITH A.S. 1288 GLASS IN BUILDINGS, & WITH A.S. 4055
FOR WIND LOADING
CLADDING • ALL WINDOWS WITH A SILL HEIGHT OF 2M OR MORE ABOVE GROUND LEVEL
ROOF CLADDING/PLUMBING SHALL BE RESTRICTED TO BE UNOPENABLE BEYOND 125MM, TO COMPLY WITH
• CLADDING AS SPECIFIED ON ELEVATIONS NCC 3.9.2.5 REQUIREMENTS (U.N.O.)
• SELECT COLORBOND FASCIA & GUTTER
• RAINHEADS/ DOWNPIPES TO BE CONNECTED TO U/G DRAINAGE ENERGY EFFICIENCY NOTES
INTERNAL CEILING/WALL - GENERAL. • PROVIDE BULK CEILING INSULATION AS PER STD SPECIFICATIONS (U.N.O.).
• CEILING 'DIRECT FIX' 10MM UNISPAN PLASTERBOARD (OR APPROVED EQUIVALENT) • PROVIDE EXTERNAL WALL INSULATION AS PER STD SPECIFICATIONS (U.N.O.)
U.N.O. • PROVIDE WEATHER STRIPPING TO ENTRY & LAUNDRY DOORS.
• WALLS TO BE 10MM PLASTERBOARD U.N.O • SEALED GAPS AROUND WINDOWS & EXTERNAL DOORS TO BE INSTALLED IN
ACCORDANCE WITH NCC 3.5.4.6 AND A.S. 2904
EXTERNAL CEILING/WALL - GENERAL.
• CEILINGS 'DIRECT FIX' 10MM UNISPAN (OR APPROVED EQUIVALENT) PLASTERBOARD MISCELLANEOUS
U.N.O. • ALL HWU'S TO BE AS NOMINATED
• BRICK GAUGE TO SUIT WINDOW HEAD HEIGHT • FLUES FOR ALL HEATERS (WHERE APPLICABLE) ARE TO BE INSTALLED TO
• PROVIDE FC. SHEET INFILL ABOVE SIDE & REAR ELEVATION WINDOWS & DOORS MANUFACTURERS SPECIFICATIONS
WHERE INDICATED BY HATCHING, TO WALLS WITH FACE BRICK OR BAG & PAINT • ALL WATER CLOSET DOORS TO BE REMOVABLE IN ACCORDANCE WITH NCC.
FINISH. USE BLUEBOARD INFILL (EPS WHERE APPLICABLE) WHEN SELECTED RENDER 3.8.3.
FINISH TO BRICKWORK. REFER TO STD INFILL DETAIL SUMMARY "QS-TYP-WIND-05A". • ALL PLUMBING, DRAINAGE & ASSOCIATED WORKS TO COMPLY WITH THE
• USE F.F.L. FOR DATUM OF WALL BRICK COURSES PLUMBING CODE OF AUSTRALIA, NCC & A.S. 3500
• A.J. - DENOTES BRICKWORK ARTICULATION JOINTS. REFER TO ENGINEERS SLAB • PROVIDE MINIMUM 125mm SLOTTED GUTTERS WITH APPROVED OVERFLOW
DESIGN &/OR NCC 3.3.1.8 FOR FULL HEIGHT MASONRY ARTICULATION JOINT SPACERS
LOCATIONS. • ALL PLIABLE MEMBRANES TO COMPLY AND BE INSTALLED IN ACCORDANCE WITH
• ALL PARAPET WALLS TO BE PROVIDED WITH COLORBOND METAL CAPPING/FLASHING NCC 3.8.7.2, A.S. 4200.1 & A.S. 4200.2
(50MM MIN' LAP TO ALL JOINS WITH CONTINUOUS SILICON SEAL BETWEEN & 30MM MIN' • ALL EXHAUST FANS TO BE DUCTED EXTERNALLY TO EAVE VENT OR WALL VENT,
VERTICAL OVERHANG.) AND COMPLY WITH NCC 3.8.7.3
• PROVIDE CAVITY FLASHING & WEEP HOLES ABOVE LOWER STOREY OPEN.
• RENDERER IS TO ENSURE WINDOW & DOOR OVERFLOW DRAINAGE HOLES ARE KEPT CONCRETE SLAB ON GROUND
FREE OF RENDER & ARE NOT BLOCKED, IF RENDERED. • CONCRETE SLAB TO ENGINEERS DETAIL
NOTES: DRAWING TITLE: DESIGN: OWNER:
GENERAL NOTES P. & D. TOWNSEND
FONTAINE 49
CEILING:
LOT 4 COOROY-BELLI CREEK ROAD
30/11/2021 3:45:39 PM
27G L COOROY, QLD
JOB N°: 726886 PERMIT N°: TBC
© COPYRIGHT
209 Robina Town Centre Dr, Robina, QLD, 4226 WIND SPEED: N5 MASTER ISSUED: FEB 2021
QBCC LICENSE N°: 40992 Metricon homes owns copyright
NSW BUILDERS LICENCE N°: 36654C in this drawing. DRAWN: AAI CHECKED: SHEET:
A.C.N. 053189469 Unauthorised use, reproduction
Tel: (07) 5501 7200 - Fax: (07) 5562 2194
www.metricon.com.au
or adaption is forbidden and will
be prosecuted.
CONTRACT 01/12
SPEC: SIGNATURE LUXE 01.07.2021 DATE: 15.11.21
Section 3
LAND
FARM
Fen8c9e.34
Wire 1
t & Barbe1d90.45
er Pos
Timb
190.94
7
191.27
k
No M
d
Foun
Gate
18
191.32
9.1
7
.79
191.44
190
18
8.4
2
188.50
.47
.32
191
191
6772
6000
BWK
OMP
ce
1500 6000 1500
Fen
.47
nce 191.37 py BWK POOL BWK
ire Fe Dum
191
ed W il in 191.421 tation
c
arb Na Vege
ctri
B
e r Po
s t& TBM RL / m
Timb
Ele
8 AHD 3
.56
191.4
191
191.32 SD
.54
6MX3M POOL (BY METRICON)
191
191.45 Bed
188.54
.74
MAX. 1690mm DEEP
BWK
en
365
Gard
189
191.56
.07
DP DP
.56
191
r
Wate
191
.48
Tap GRAND OUTDOOR ROOM
191
.56
POOL
3000
FFL: 191.724 AHD
9842
POOL
191
OMP
191.49
10543
.51
BWK
191
APPROX. LOCATION OF EXISTING HSTP & APPROX. LOCATION OF SOLAR
EFFLUENT IRRIGATION SYSTEM SUBJECT
.61
.44
1 PANELS DP
DP
BWK
191
191
TO BE CHECKED AND CONFIRMED BY HSTP
365
DESIGN AGENCIES (BY METRICON) SD
DP DP DP DP
APPROX. LOCATION OF CONC.
HSTP HEAT PUMP HWU
.56
PAD FOR A/C UNIT
.54
ON PLINTH
191
191
2
.58
189
.48
18
7.3
191
.54
.50
9
APPROX. LOCATION
.09
191
191
.49
APPROX. LOCATION
191
OF EXISTING DP
191
.50
OF GAS BOTTLE(S)
.52
WATER TANKS
191
PROPOSED DWELLING
191
(BY CUSTOMER)
k FFL: 191.810 AHD
r Tan
Wate
FILL CUT GFL: 191.500 AHD
SD
.49
k GARAGE
r Tan
191
Wate FFL: 191.724 AHD
5514
M/BOX INV.
g
Existin g BWK-BWK
k
i n
.44
r Tan i ld 18
Wate Bu DP 5.1
191
DP DP 8
4080
.48
.88
DP DP
191
187
.26
OMP-OMP DP DP
k
191
r Tan
Wate
.57
.50
191
.54
PORTICO
191
.36
FFL: 191.760 AHD
.32
191
.50
el
185.75
r Lev
189
191
.01
Floo 1.76
187
.87
9
RL 1
.47
185
APPROX. LOCATION OF 3M3 RUBBLE CUT
191
PIT - LEGAL POINT OF DISCHAGE FILL
DP DP
.56
186.00
191
Electric Fence
.46
187.84
191
190.80 189.49
191.31
.21
.47
186
191
191.51
6
0 191.41
1 9 1 .5
.87
Section 4
5
.42
189
.75
188
APPROX. LOCATION OF DRIVEWAY, eway
190
el Driv
.81
(CENTERLINE MAX 1:5 AVERAGE 191.35 Grav
186
.67
GRADIENT) TO EXISTING GRAVEL
185
.92
DRIVEWAY (BY CUSTOMER)
190
191.41
.02
189.78
191
191.2
5 190.57 .50 25 0 0 188.27
75 189 189. 189.088.75 188.5 8.25 00
.13
. 186.86
CONTROLLED SETOUT REQUIRED
.00 189 1 8 . .75 50
191
189.50 1 188 5 0
EXCAVATION NOTES: STORMWATER DESIGN: 190 188.33 187 187. 187.2 187.0 .75 0 185.67
BUILDER TO EXCAVATE APPROX. SPREAD FILL OVER STORMWATER DRAIN AND DOWN PIPE LAYOUT SHOWN IS 190.13 186186.5 86.25.00 75
4 190.69 2 186.78 1 86 85. .50 25
REMAINING BUILDING AREA TO LEVEL (WHERE POSSIBLE). INDICATIVE ONLY. PROVIDE MINIMUM 90mm DIA U.P.V.C.
Timber P
1 1 185 85. .00
5 1
STORMWATER DRAINS WITH MIN 1:100 FALL CONNECTED TO
191.
00 190.2 ost & Bar
bed Wire
1 85
1
EXCAVATIONS TO START MIN 1200mm FROM LEGAL POINT OF DISCHARGE. PROVIDE 100mm DIA 'SEWER' MAIN PAD 190.75 190.26 Fence 184.68
EDGE OF BUILDING. EMBANKMENT BATTER SLOPES MUST NOT QUALITY U.P.V.C. DRAINS TO UNDERSIDE OF GARAGE STANDARD EARTHWORKS, OWNER
BE STEEPER THAN 45° AND MUST NOT TO EXTEND BEYOND
TITLE BOUNDARY. (UNLESS NOTED OTHERWISE)
CONCRETE SLAB. PROVIDE 300mm GROUND COVER TO ALL
DRAINS. GRADE SOIL AWAY FROM PERIMETER OF BUILDING
RETAINING AS NEEDED
GFL: 191.500 AHD
190.75
190.86
190.18 ence
Road
ek
Wire F To
.31
TO AVOID PONDING. CUT: 110MM
ed
190.50 & Barb
e
190
IF REQUIRED BUILDER TO PROVIDE DRIVEWAY
ACCESS CUT AT MAX. GRADIENT OF 1:5 (U.N.O)
HSTP BY METRICON
FILL: 140MM
FFL: 191.810 AHD
190.25 /G Power
Timbe
r Post
lli Cr
REFER TO SPECIFICATIONS FOR LOCATION OF PROPOSED
HSTP SYSTEM & LAND APPLICATION AREA NOTE: PROVIDE ALL BATTERS
3 U
oy Be
r
IF CONCRETE DRIVEWAY IS NOT PROVIDED IT IS THE AT MINIMUM 1:2 U.N.O.
CUSTOMERS RESPONSIBILITY TO PROVIDE GRATED DRAIN
ACROSS GARAGE OPENINGS WHERE REQUIRED TO AVOID
PONDING
SLIP COUPLINGS:
REQUIRED FOR ALL "H", "P" AND "E" SOIL CLASS SITES. REFER
TO ENGINEERS SPECIFICATIONS FOR FURTHER INFORMATION. Coo
SITE PLAN
1 : 200
SITE DESCRIPTION PIT
NOTES: SITE AREA LEGEND: TE
LE
FENCE / GATE DRAWING TITLE: DESIGN: OWNER:
LOT: 4 IE
SITE PLAN
371590.55 m² H3 EXISTING SE
WE
RT
GARDEN SHRUB
FONTAINE 49 P. & D. TOWNSEND
ON: SP226704
O/ALL SITE COVERAGE TREE
EC
PO
LE
SRW SRW EXISTING TREE
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL EL
0 2 4 6m CEILING:
535.17 m² Acreage CONTOUR INTERVAL: 0.25m E
LOT 4 COOROY-BELLI CREEK ROAD
30/11/2021 3:45:39 PM
LV Do NOT scale this drawing.
VA POWERLINE
TREE
SV ST
OP All written dimensions take precedence
27G L COOROY, QLD
COVENANT APPLICABLE DATUM: AHD REMOVED
N
VER VER VERANDAH SCALE 1:200 (A2) over scaled dimension. If in doubt, ASK.
SIG
m
TH
2. 5
NOR N/A SURVEYED BY: SH/JC OX RD JOB N°: 726886 PERMIT N°: TBC
Z
RB
SR
TRUE
ROOF LINES
TE BOA © COPYRIGHT
STRUCTURAL M E ITCH
DATE SURVEYED: 12.08.20 SW BRICK 209 Robina Town Centre Dr, Robina, QLD, 4226 WIND SPEED: N5 MASTER ISSUED: FEB 2021
ROOT ZONE ER
ET QBCC LICENSE N°: 40992 Metricon homes owns copyright
PLAN NO. REV: 1 GA
SM
m
NSW BUILDERS LICENCE N°: 36654C in this drawing. AAI
2. 5
SEWER RUN DRAWN: CHECKED: SHEET:
Z
A.C.N. 053189469
TP
THIS SURVEY MAPS THE SITE FEATURES AND LEVEL, IT DOES Unauthorised use, reproduction
TREE HW
U
Tel: (07) 5501 7200 - Fax: (07) 5562 2194
65 .8
NOT GUARANTEE THE POSITION OF PEGS, ALLOTMENT PROTECTION PIP
E
FS
L= FINISHED
www.metricon.com.au
or adaption is forbidden and will
be prosecuted.
CONTRACT 02/12
WN SURFACE
BOUNDARIES OR FENCES. CHECK TITLE FOR ANY EASEMENTS. ZONE DO LEVEL SPEC: SIGNATURE LUXE 01.07.2021 DATE: 15.11.21
Section 5
1
61918
S.O.
2
57982
S.O.
7
58459
39358 OMP
20261
1 11658
S.O. 7
S.O. 58470
5
10564 BWK
6772
BWK
96966
6000
OMP
S.O.
29
761 O.
S.
PROPOSED DWELLING
17
5 482
20899
BWK
0
20827
OMP 93
761 O.
S.
35
8
B 735
35 WK
78
OM 71
P
853
S.O. 38861
25748
S.O.
SITE PLAN
1 : 2500
SITE DESCRIPTION PIT
NOTES: SITE AREA LEGEND: TE
LE FENCE / GATE DRAWING TITLE: DESIGN: OWNER:
LOT: 4 RT
IE
SITE PLAN 2500
371590.55 m²
ON: SP226704 H3 EXISTING SE
WE GARDEN SHRUB
FONTAINE 49 P. & D. TOWNSEND
O/ALL SITE COVERAGE TREE
EC
PO
LE
SRW SRW EXISTING TREE
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL EL CEILING:
535.17 m² Acreage CONTOUR INTERVAL: 0.25m E
LOT 4 COOROY-BELLI CREEK ROAD
30/11/2021 3:45:39 PM
LV Do NOT scale this drawing.
VA POWERLINE
TREE
REMOVED
SV ST
OP All written dimensions take precedence
27G L COOROY, QLD
COVENANT APPLICABLE DATUM: AHD N
VER VER VERANDAH
over scaled dimension. If in doubt, ASK.
SIG
m
TH
2. 5
NOR N/A SURVEYED BY: SH/JC OX RD JOB N°: 726886 PERMIT N°: TBC
Z
RB
SR
TRUE
ROOF LINES
TE BOA © COPYRIGHT
M E ITCH
DATE SURVEYED: 12.08.20 STRUCTURAL SW
ROOT ZONE ER
BRICK 209 Robina Town Centre Dr, Robina, QLD, 4226 WIND SPEED: N5 MASTER ISSUED: FEB 2021
ET QBCC LICENSE N°: 40992 Metricon homes owns copyright
PLAN NO. REV: 1 GA
SM
m
NSW BUILDERS LICENCE N°: 36654C in this drawing. AAI
2. 5
SEWER RUN DRAWN: CHECKED: SHEET:
Z
A.C.N. 053189469
TP
THIS SURVEY MAPS THE SITE FEATURES AND LEVEL, IT DOES Unauthorised use, reproduction
TREE HW
U
Tel: (07) 5501 7200 - Fax: (07) 5562 2194
65 .8
NOT GUARANTEE THE POSITION OF PEGS, ALLOTMENT PROTECTION PIP
E
FS
L= FINISHED
www.metricon.com.au
or adaption is forbidden and will
be prosecuted.
CONTRACT 02A/12
WN SURFACE
BOUNDARIES OR FENCES. CHECK TITLE FOR ANY EASEMENTS. ZONE DO LEVEL SPEC: SIGNATURE LUXE 01.07.2021 DATE: 15.11.21
The text continues on section 6.