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1-10 Sunseeker Cl - DA Approval 051023 · 51993.564.02
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owner responsibility notes:
-it is the responsibility of the owner to provide all weather access to building site
-it is the responsibility of the owner to undertake tree removal, including obtaining associated permits, and
to provide a site clear of any vegetation
site notes: or debris to satisfaction of builder prior to commencement of site works
-position of dwelling to be confirmed by client prior to any -it is the responsibility of the owner to undertake removal of any site spoil/stock piles to the satisfaction of
site works the builder prior to commencement
-all storm water, down pipes, rain water tanks & site of building works or a variation will be incurred for associated costs
drainage to be sized & located by the hydraulic - any walls constructed on the boundary, will require the client/s
consultant/plumber in accordance with ncc vol 2 3.1.3.5 to remove the boundary fence prior to construction
& 3.5.2 and qdc mp4.2/local planning scheme house
code
-builder to ensure that actual sewer line and manhole
positions match those as shown -based on local authority
9
78
1.
documents. any discrepancies must be brought to the note: all windows and gates opening into pool enclosure to comply with pool safety requirements (all louvres
attention of builder and resolved prior to commencement max, 100mm blades) pool fencing to specialist contractors specifications - plans shown indicative only.
T1
of construction
-builder to determine appropriate platforming method on pool fencing must comply with australian standard as 1926.1 & qdc part 3.4.
site prior to commencement of any works. finished floor fencing to be minimum 1200mm high with self-closing gate as per requirements. provide resuscitation sign.
level is to be above the minimum level as per local provide pool fencing certificate(s).
authorities requirements & to comply with ncc vol 2
3.1.2.3 pool safety barriers must comply with the building act 1975, building regulation 2006, qdc mp3.4 -
-the finished surface immediately surrounding the swimming & pool barriers and australian standards as 1926.1 & as 1926.2.
buildings to comply with ncc vol2, 3.1.3.
-surface drainage is to discharge evenly within the site
and without nuisance to adjoining properties.
-all sub-floor areas must be graded to avoid the ponding
of water.
-cut and fill batters not to exceed a maximum slope as
per ncc table 3.1.1.1 for the site specific soil type, refer 231°46'10"
also to ncc clause 3.2.2.4 for slab edge support on 35.002
sloping sites.
-1000 maximum high timber retaining walls with 65∅ ag
pipe behind (to discharge to stormwater line) and
granular backfill behind, to be wholly contained within the
site only if indicated on the plans.
'0"
1°7
-the height of fences, including the height of retaining
0
.50
17
walls are not to exceed 2.0m above finished ground level,
12
only if indicated on the plans and to local authority
approval.
all proposed finished floor levels to be checked and
verified
4
on site to comply with minimum building requirements,
14
4.940
2.
5 2.140
flood levels 68
322°56'15"
2.
UNIT 2
13.501
5
and local council regulations, prior to construction NEIGHBOURING DWELLING 04
2.
25
4
2.
8
67
5,3
2.
sewerage to local council design roof water to
7
82
77
1.
discharge into rainwater tank and overflow into EXISTING 216.6 m2 7.594
existing council system 7.626 9
6.947 95
7.607 7.591 6 1.
28
2
50
3
37
6 2.
9. 6. 387
6.41
0 0 2.
0
66 43 EXISTING PARTY WALL EXISTING PARTY WALL
note: built-to-boundary allotments only - 2. 2.
150
5 6 5
612.54963
2.544 21
surveyor setout required, and certificate to be submitted 8.
1
48 7. 7.
2.
7.619
to building certifier prior to final approval. ensure no APPROVED 54
4 7.6117.6
7.61115
2.
encroachment over boundary, including gutter GAZEBO
1
43 2.543 2.551
cavity stacker
2. 4
2.162
7
70 70
14.9 m2 8. 8.
UNIT 1
224°20'5
7,783
8 "
34
note: all windows and gates opening into SUBJECT DWELLING
5 69
50 .5
1
46
2. 2.
17 17.496
pool enclosure to comply with pool safety 0
8.
19
2. 2 2. 1
requirements (all louvres max, 100mm blades) pool FF
L
fencing to specialist contractors specifications - plans 7 3
FFL:2.40 4.936 4.9
4.824
shown indicative only. 65 .6
2 9 71
7. 6.9817 6.763 2.
48 1.965 2.050
5
00
46
3 2.
7.623 54 7.585 7.574
2.
all existing sewers and easements on site
1,5
should be located prior to construction
4.902
4.5 m2
4.900
36
328°0'0"
4.679
APPROVED CARPORT
41
4
4.947 4.947 64
2.
30.5 m2
1,5
note: original detail land survey 0
2.
54
undertaken by: Cadcon 33 9
0
47 1
46
1.2 m2
2. 8
32.6
5" 5.171 2.
43
2.1 m2 2. 0
2.
48 2.
40
34'2 5.186
75°
5,18
3
37
1.982 2.062 83
1.
4
4.947 4.937 4.934
1,6
2.059
5"
5,
3
9
41
3.22
°0'4
2. 1.981
16
342
1
2 9
36 83
328°0'0"
2. 1.
6.000
2.065
2 3
39 22 1.980
2. 2.
5 3.
28 22
N 2.
2.090 10°1'2 3
0"
5
1.989 83
2.080 1.
3.223
3.838 38°1'5 6.000
5"
2.0
73 1.974
52°2'17" 52°2'55"
2.062
2
2.006 2.061 837
4
1.947 11..83
8 1.939 .843 1
82 83 T2
1.887 1.1.933 1 1. 08
7
2 1.
5 7 1
82 81
1 82
6 80 .80 8 1. 1. 1.
81 1. 1 67
1. 1.
SITE AREA SCHEDULE:
SITE AREA: 740.5m2 (total)
SITE COVER: EXISTING 222.4m2 (30.03%)
EXISTING DEMO - 5.89m2 0"
PROPOSED ADDITION 7.8m2
5'3
2°4
6 26
PROPOSED CARPORT 30.5m2 .49
29
PROPOSED GAZEBO 14.9m2
PROPOSED TOTAL 53.2m2
PROPOSED TOTAL INC. EXISTING 269.71m2 (36.4%)
hws
COUNCIL: NOOSA COUNCIL hws
m/b
0 1m 5m
Revision Proposed Residence Address Client Scale
This plan shall remain the sole property of Suncoast Building Design and must not See the original
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