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Approved Plans - MCU21-0001
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APPROVED PLAN
"
196°37'50
109.79
MCU21/0001
NOOSA COUNCIL
16 MARCH 2021
-
70. '20"
°02
42
151
273° 57
210.
23'25
"
3'
189°3
232.66
196°37'50"
109.79
70.42 20"
151°02'
273°23'25"
210.57
189°33'
232.66
85
74.6 '45"
°40
353
5"
74.685
353°40'4
225.781 5"
78°00'2
225 25"
78°
.78
00'
1
2
AHD TBM
RL 2
/ m Dumpy
154.55
2
154.73
155.00
3
155.25
4
155.33
155.11
155.38
155.38
155.42
155.25
155.42
Top Of Bank
4
155.07 155.46
5
155.00
155.45
154.97
155.32
155.28
N
Found
Stake
155.38
8 1
TBM
155.47
AHD in
155.11
Nail
Found
RL Dumpy
Stake
155.39 155.50
/m
La
155.50
155.00
208,231
wn
to omp
265°29'
Gravel
vill
196.315
190,925
D.P D.P See the original
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Full text of sections 2 to 5 (of 9)
Section 2
YARD
Driveway
GULLY
e Ro
DP DP to omp
155.17
155.49
D.P
ad
DP
49,464
155.40
155.47
155.07
to omp D.P
155.46
155.38
DP YARD
GULLY
PROPOSED RESIDENCE DP
NOM.SLAB HT RL = 155.760 D.P
DP BUILDING PAD RL= 155.450
D.P
5
SITE SCRAPE
1
155.45
Found
155.23
Stake
155.48
DP DP DP DP
D.P
157.78
D.P D.P D.P D.P
155.28
155.44
La
D.P
DP
155.39
155.42
155.34
DRIVEWAY & PATH
wn
157.75 YARD
GULLY
(brushed/broom finish
Found
157.73
Stake
grey concrete)
vill
32.4 m2
157.20
e Ro
DP
AH
D.P
155.45
157.50 YARD
D RLTBM
GULLY
ad
155.51
155.62
67,530
to omp
3
157.25
157.11
Gravel
156.12
/ m Dump
155.28
Area
155.45
155.44
2
154 y
Gravel 155.73
157.00
Drivewa 155.46
.55
y 155.50
156.75
156.65
155.74
Section 3
155.60
156.50
156.25
2
155.75
156.00
156.34
155.86
6
130°58'45"
64.6
1
7
154.73
15
5.0
0
3
15
5.2
5
4
155.33
155.11
125°28'45"
92°08'40"
34.79
30.5
155.38
61.75
117.29
06°13'20"
155.38
155.42
155
(173.07)
22°02'55"
.25
155.42
Top Of Bank
4
155 155.46
5
.07
155
155.45
.00
154
155.32
.97
114°24'30"
31.312
15
N
Fou e
5.2 TB
Stak
155.38
nd
88 M 1
155.47
AH il in
155
Na
D RL Du
.11
Fou e
Stak
155.39 155.50
nd
73.545
/ mmpy
00°54'10"
La
155
.50
155.
208,231
00
wn
to omp
265 .315
Grav
ville
196
°29
190,925
el Drive
81°39'1
13.5 5"
D.P D.P YARD
'
GULLY
DP DP to omp
way
155.17
155.49
Ro
D.P
DP
ad
49,464
155.40
155.47
155.07
to omp D.P
155.46
155.38
DP YARD
GULLY
PROPOSED RESIDENCE DP
NOM.SLAB HT RL = 155.760 D.P
DP BUILDING PAD RL= 155.450
D.P
5
SITE SCRAPE
1
155.45
Fou e
155.2
Stak
155.48
nd
3
DP DP DP DP
D.P
157
D.P D.P D.P D.P
.78
155.28
155.44
La
D.P
DP
155.39
155.42
.75
155.34
DRIVEWAY & PATH
wn
157 YARD
GULLY
(brushed/broom finish
Fou e
157
Stak
grey concrete)
nd
.73
ville
32.4 m2
157
.20 DP
.50
D.P
155.45
Ro
157 YARD
GULLY
ad
155.51
155.62
67,530
5
to omp
7.2
3
15
157
Gra
156.1
.11
155.28
vel
2
Are
155.45
a
Gra 155.73 155.44
vel
157.00
Driv 155.46
ewa
y 155.50
156.75
156
155.74
.65
155.60
156
.50
156.
2
15
156
156.34 5.7
25
5
.00
155.86
6
'45"
130°58
64.6
1
7
125°28'45"
92°0
34.7 "
30.5
8'40
Section 4
9
61.75
9
117.2
'20"
06°13
(173.07)
22°02'55"
114°24'30"
31.312
45
73.5 "
4'10
00°5
81°
13. 5"
39'1
5
NOTES PLAN LEGEND CLIENT:
PLEASE READ CAREFULLY
10. Protection against subterranean termites shall be in accordance with AS
THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO IN THE
G. LEWIS & S. PASSEY
1. Written dimensions take precedence over scale. 3660-Pt 1 2001. Provided treatment: Visual Barrier System to perimeter with afl = above floor level ref = refrigerator prov. CONTRACT & SPECIFICATIONS AND I UNDERSTAND CHANGES
2. Builder to verify all dimensions and levels prior to commencement of construction. approved collars/barriers at slab penetrations. hd = head at 2100 afl. mw = microwave prov. HEREAFTER MAY NOT BE POSSIBLE. THESE PLANS SUPERCEDE ALL
3. All internal dimensions stated are frame size - excluding linings. 11. HWS unit (constant flow) with 5 star energy efficiency rating to comply fw = floor waste dw = dishwasher prov. OTHER PREVIOUS PLANS OR SKETCHES.
Lot 4, 297 Lawnville Road
4. This building has been designed in accordance with AS 1684.2 - 2006 (Residential with "Sustainable Buildings" QDC pt 29, AS/NZs 6400:2005. = smoke detector pty = pantry
timber framed construction). 12. Rainwater tanks, lighting and plumbing fixtures & fittings to comply with QDC vb = vanity basin wm = washing machine prov. BLACK MOUNTAIN
Stroud Homes Pty Ltd 5. Supplier may substitute lintels for those of equal strength to span ratio. PART 29 & 25, 'Sustainable Buildings' QDC pt 29 & 25 AS/Nzs 300.1.2003 obs = obscure glazing ghw = gas hot water unit
ABN: 49 107 897 736 QBSA Lic No: 1083367 6. All structural sizes to be read in-conjunction with structural engineers drawings & AS/NZS 6400:2005. mb = meter box tr = towel rail MODEL: JOB
OWNER/S No. 20L297LA
details. 13. Lift off hinges to all WC doors to comply with Australian Standards. dp = downpipe trh = toilet roll holder Montego 329 Skillion
107 Sugar Road Telephone: Email: 7. Articulation joints to complay with 3.3.1.8 BCA Vol 2. 14. Stair construction to comply with Pt 3.9.1 and balustrades to comply with pt ohc = overhead cupboard HC = garden tap
WITNESS DATE
Maroochydore 07 5444 2521 Daniel.chapman 8. Mechanical Ventilation to comply with 3.8.5 Bca Vol 2. 3.9.2 BCA Vol 2. ISSUE/DATE: SHEET
QLD Mobile: @stroudhomes. No.
9. Smoke alarms to comply with 3.7.2 BCA Vol 2 (wired-in) 15. DCP & flashings to comply with Pt 3.3.4 BCA Vol 2
4558 0402 864 305 com.au C 2016 REPRODUCTION IN PART OR WHOLE IS STRICTLY FORBIDDEN
ISSUE 5 : 8/03/2021 2 OF 12
GSPublisherVersion 0.0.100.100
Section 5
15
5.0
0
15
4.9
155.32
7
SITE NOTES
15
N
Fo take
5.2 TB
S
1. Written dimensions take precedence over scale. 155.38
un
d
88 M 1
2. Builder to verify all boundary clearances and site
set-out dimensions prior to commencement of 155.47
AH ail in
construction.
15
N
DR D
5.1
3. Levels & contours are based on assumed datum.
Fo take
1
S
155.39
L / ump
un
Prior to construction the relevant authority should 155.50
d
m y
be contacted for possible minimum floor level
requirements and flood information. 155
.50
15
208,23p
5.0
4. This site plan is based on a disclosure plan.
to om
0
Therefore the floor level is subject to change.
Additional site survey must be taken to confirm
Gra
925
the required bench level.
1
vel
5. Retaining walls greater than 1m high (cut or fill) 190, mp
D.P D.P YARD
Driv
GULLY
are required to be engineer designed & certified DP DP to o
ewa
155.1
prior to building approval. Retaining walls are 155.49
y
closer than 1500mm from boundary require a
7
D.P
building relaxation. (fill side only).
6. Batters to comply with appropriate soil DP
49,464
155.40
155.47
classification described in table 3.1.1.1 BCA Vol 2.
155.0
7. Engineer to provide design to address footings if to omp
7
built in close proximity to sewer, stormwater or D.P
155.46
easements. 155.38
DP YARD
8. Vehicular cross-over to be constructed as per GULLY
local council requirements and/or approval.
SERVICES
PROPOSED RESIDENCE DP
NOM.SLAB HT RL = 155.760 D.P
1. Services have been plotted from records of DP BUILDING PAD RL= 155.450
relevant authorities where available. Prior to any D.P
excavation or construction on site, the relevant
5
authority should be contacted for possible SITE SCRAPE
1
155.45
location of further underground services.
Fo take
155
S
155.48
un
2. All household sewerage and waste to be
.23
d
discharged to sewer system. DP DP DP DP
D.P
15
3. Stormwater & roof water to be connected to
D.P D.P D.P D.P
7.7
155.28
legal point of discharge in accordance with Pt 3
8
155.44
La
D.P
BCA Vol 2 and local authorities requirements. 155.42 DP
155.39
Approval to be obtained form local authority
155.34
DRIVEWAY & PATH
wn
YARD
prior to work commencing. GULLY
(brushed/broom finish
Fo take
4. Grade soil away from perimeter of building to
S
grey concrete)
un
d
prevent ponding. 1:20 minimum fall. Surface
water to be channelled to legal point of
discharge. ie. yard gully grate or similar. 15
vill 32.4 m2
5. Provide 1:20 ground surface fall towards gully pits.7.50
7.2
0 e DP
D.P
155.45
Final location of pits subject to change to suit 15 Ro YARD
site conditions. Contractor to check with site ad GULLY
supervisor before commencing work.
155.51
155.62
67,53 p
5
to om
GENERAL NOTES 7.2
15
3
15
Gr
7.1
1. Scrape away vegetation & cut & fill to provide 156
av
0
.12
155.28
1
el
a level building platform.
Are
5
155.4
2. Floor slab to be in accordance with engineers
a
Gr 155.73 155.44
drawings & details. av
el
157.00
155.46
3. Termite protection is a visual barrier system Dr
ive
with approved collars at penetrations in wa
y 155.50
156.75
accordance with AS 3600.1 - 2000.
4. This site plan is transcription of the original
contour survey & the builder is to verify all
information contained hereon prior to site start. 15
6.6
155.7
4
5. The driveway & path shown on the plan is the
.60
5
-
155
156
suggested layout - areas shown on plan.
APPROVED PLAN
.50
SITE DESCRIPTION/DATA MCU21/0001
156
2
15
156
5.7 NOOSA COUNCIL
.25
156
LOT : 4 on SP103522 .34
5
.00
PARISH :
COUNTY :
N/A
N/A 155.86 16 MARCH 2021
6
AUTHORITY : Noosa Shire Council -
AREA =
SITE COVERAGE
12.48 ha
N/A SITE AND DRAINAGE PLAN
1
SCALE 1:200
NOTES PLAN LEGEND CLIENT:
PLEASE READ CAREFULLY
10. Protection against subterranean termites shall be in accordance with AS
THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO IN THE
G. LEWIS & S. PASSEY
1. Written dimensions take precedence over scale. 3660-Pt 1 2001. Provided treatment: Visual Barrier System to perimeter with afl = above floor level ref = refrigerator prov. CONTRACT & SPECIFICATIONS AND I UNDERSTAND CHANGES
2. Builder to verify all dimensions and levels prior to commencement of construction. approved collars/barriers at slab penetrations. hd = head at 2100 afl. mw = microwave prov. HEREAFTER MAY NOT BE POSSIBLE. THESE PLANS SUPERCEDE ALL
3. All internal dimensions stated are frame size - excluding linings. 11. HWS unit (constant flow) with 5 star energy efficiency rating to comply fw = floor waste dw = dishwasher prov. OTHER PREVIOUS PLANS OR SKETCHES.
Lot 4, 297 Lawnville Road
4. This building has been designed in accordance with AS 1684.2 - 2006 (Residential with "Sustainable Buildings" QDC pt 29, AS/NZs 6400:2005. = smoke detector pty = pantry
timber framed construction). 12. Rainwater tanks, lighting and plumbing fixtures & fittings to comply with QDC vb = vanity basin wm = washing machine prov. BLACK MOUNTAIN
Stroud Homes Pty Ltd 5. Supplier may substitute lintels for those of equal strength to span ratio. PART 29 & 25, 'Sustainable Buildings' QDC pt 29 & 25 AS/Nzs 300.1.2003 obs = obscure glazing ghw = gas hot water unit
ABN: 49 107 897 736 QBSA Lic No: 1083367 6. All structural sizes to be read in-conjunction with structural engineers drawings & AS/NZS 6400:2005. mb = meter box tr = towel rail MODEL: JOB
OWNER/S No. 20L297LA
details. 13. Lift off hinges to all WC doors to comply with Australian Standards. dp = downpipe trh = toilet roll holder Montego 329 Skillion
107 Sugar Road Telephone: Email: 7. Articulation joints to complay with 3.3.1.8 BCA Vol 2. 14. Stair construction to comply with Pt 3.9.1 and balustrades to comply with pt ohc = overhead cupboard HC = garden tap
WITNESS DATE
Maroochydore 07 5444 2521 Daniel.chapman 8. Mechanical Ventilation to comply with 3.8.5 Bca Vol 2. 3.9.2 BCA Vol 2. ISSUE/DATE: SHEET
QLD Mobile: @stroudhomes. No.
9. Smoke alarms to comply with 3.7.2 BCA Vol 2 (wired-in) 15. DCP & flashings to comply with Pt 3.3.4 BCA Vol 2
4558 0402 864 305 com.au C 2016 REPRODUCTION IN PART OR WHOLE IS STRICTLY FORBIDDEN
ISSUE 5 : 8/03/2021 4 OF 12
GSPublisherVersion 0.0.100.100
The text continues on section 6.