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Approved Plans - MCU20/0154
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Vegetase
SPOON DRAIN
APPROVED PLAN tion
MCU20/0154 BAT
NOOSA COUNCIL TER
No. Name T 'Ø ' Spr 'Ø' 'H' 1
variable
22 FEBRUARY 2021 : 2.5 870
1 TREE 0.30 m 7.0 m 7.0 m
MAX FGL/
- 2 TREE 0.30 m 7.0 m 7.0 m Tree Legend . BUILDING
3 TREE 0.30 m 7.0 m 7.0 m PLATFORM
300
191.6 "
4 TREE 0.30 m 7.0 m 7.0 m
0'40
4 S 6
8
5 TREE 0.30 m 7.0 m 7.0 m
249°3
SITE NOTES 6 TREE 0.30 m 7.0 m 7.0 m Ø=Trunk Dia Den
H
H=Tree Height variableVege se
7 TREE 0.30 m 7.0 m 7.0 m S=Tree tation
1. Written dimensions take precedence over scale. 8 TREE 0.30 m 7.0 m 7.0 m Spread
2. Builder to verify all boundary clearances and site 9 TREE 0.30 m 7.0 m 7.0 m
(Total Canopy)
7
set-out dimensions prior to commencement of
4
Ø
199.2
construction. 10 TREE 0.30 m 4.0 m 5.0 m
3. Levels & contours are based on assumed datum.
ence
Prior to construction the relevant authority should
Wire F
be contacted for possible minimum floor level
requirements and flood information.
4. This site plan is based on a disclosure plan.
Therefore the floor level is subject to change. 3
Additional site survey must be taken to confirm 201.50
5
the required bench level. 201.2 201.50
5. Retaining walls greater than 1m high (cut or fill) 201.40
are required to be engineer designed & certified 10,00
0 TO
prior to building approval. Retaining walls are OMP 201.90
10,62 75 201.53
3 201.81
5
closer than 1500mm from boundary require a T
201.1
fBa nk O WALL
building relaxation. (fill side only). Sta Top O 201
6. Batters to comply with appropriate soil Founkde 201.56
SPOON DRAIN YARD
.92
classification described in table 3.1.1.1 BCA Vol 2. GULLY
201
7. Engineer to provide design to address footings if D.P D.P
.30
D.P
built in close proximity to sewer, stormwater or DP DP .05 DP YARD
202
GULLY
easements. 1.8
0
201.5g Wall
20
YARD
8. Vehicular cross-over to be constructed as per GULLY
.18
20
1.9
7
3
local council requirements and/or approval. 202 1
201.6
.01
inin 202 202
.12
DP
r Reta
D.P
6
201.8
SERVICES PROPOSED RESIDENCE
Timbe
1. Services have been plotted from records of 2 .00
202 .09
relevant authorities where available. Prior to any 202 20
isting
201.19
DP 1.2
D.P
201.72
excavation or construction on site, the relevant BUILDING PAD RL= 202.000 5
on Ex
authority should be contacted for possible INDICATIVE ONLY 20
location of further underground services.
Pad 1.5
5 201 nce
0
2. All household sewerage and waste to be
201.0 Post Fe
.11
.03
.88 .06 201.75
202 202
7
discharged to sewer system. 201
201.4
3. Stormwater & roof water to be connected to .14
201.98
e&
202
20
legal point of discharge in accordance with Pt 3 DP
1.8
d Wir
.11 DP DP
0
DP
2
BCA Vol 2 and local authorities requirements. 202
2.2 2.0
D.P
D.P
D.P
D.P
Barbe
Approval to be obtained form local authority
20 20
20
160.17
P
DRIVEWAY & PATH
1.8
L
3,958 25 TO OM
5
prior to work commencing. 1 134°55'
0
4,525 TO WAL
7
(exposed agg) .16
L
2.5
202
P
6,000 TO WAL
4. Grade soil away from perimeter of building to 201.90
Driveway gradient
5,365 5 TO OM
20
prevent ponding. 1:20 minimum fall. Surface 201 max slope 1:5
7
.25 201.5 201
200.1
201.16
0 5
water to be channelled to legal point of 0 20 .75 27.7 m2
3.0 2.7
Peg 1.46 9
discharge. ie. yard gully grate or similar. 200.20 .09
20 20
Found 200.82 200.94 201.76 202
5. Provide 1:20 ground surface fall towards gully pits. Barbed Wire 201.0 28.803 201.91 LETTERBOX
e on Existin0
Final location of pits subject to change to suit & Post Fenc 201.38 201.45
Tree S 5
site conditions. Contractor to check with site chedu g Timber Ret 150°18' 201.80 201.78 202.13 3.2
le aining Wall Post & Wire Fenc
e 202.07
202.13 202.24 20
supervisor before commencing work. TBM 202.15 0
3.5
202.1
AHD Nail in Peg Peg 20
GENERAL NOTES RL / m
8
Found
202.2 10
50 .75
1. Scrape away vegetation & cut & fill to provide 203
Gra
a level building platform. .00
vel
2. Floor slab to be in accordance with engineers 204
Driv
Top Of Bank
To
20 f Ba
drawings & details. 25
ewa
pO
204.
3.1 n
3. Termite protection is a visual barrier system SITE DESCRIPTION/DATA
9 k
y
with approved collars at penetrations in 50
accordance with AS 3600.1 - 2000. LOT : 31 on RP223265 202.61 202.94 204.
4. This site plan is transcription of the original PARISH : NA YARD GULLY PITS BY OWNER 203.77 204.66
contour survey & the builder is to verify all COUNTY : NA Top Of Bank
AUTHORITY : Noosa Shire Council
information contained hereon prior to site start.
5. The driveway & path shown on the plan is the SITE AND DRAINAGE PLAN
suggested layout - areas shown on plan. AREA =
SITE COVERAGE
2.956 ha
0.7 % SCALE 1:200 Butcherbird Lane
NOTES PLAN LEGEND CLIENT:
PLEASE READ CAREFULLY
10. Protection against subterranean termites shall be in accordance with AS
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. THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO IN THE D. COUTTS & A. BRETT
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.
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 Lot 31 Butcherbird Lande
timber framed construction). 12. Rainwater tanks, lighting and plumbing fixtures & fittings to comply with QDC vb = vanity basin wm = washing machine prov. RIDGEWOOD
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 20L031BU
details. 13. Lift off hinges to all WC doors to comply with Australian Standards. dp = downpipe trh = toilet roll holder Springleigh 204 Classic No.
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 2017 REPRODUCTION IN PART OR WHOLE IS STRICTLY FORBIDDEN
PRELIM ISSUE 1 : 03/11/20 3 OF 08
GSPublisherVersion 0.0.100.100
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