Council archive · source document
19-013 - Kerr Residence - 05 12 19 · OPW21/0151
Attached to the e-mail Operational Works Application OPW21/0151 - DA Form 1 - Plans - 49 Seaview Tce, Sunshine Beach.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
SEWERAGE DISPOSAL TO BE TAKEN TO EXISTING DISPOSAL SYSTEM
STRICTLY IN ACCORDANCE WITH COUNCIL'S REQUIREMENTS AND THE
WATER SUPPLY AND SEWERAGE ACT 1981 AND ALL OTHER RELEVANT Adjoining
Building
SITE PLAN
Se e P hoto 1
CODES.
2 SITE AREA - 580 m2.
on Sheet
RESIDENCE TOTAL SITE COVER - 251.852 m2
s
Digitised from
Telstra Record
90 89 SITE COVER - 43.42 %
5,582
RP81810 4,385 RP81810
4,500
85°33'30"
8
5
.9
TREE TO TREE TO
.8
22 23
23
28.164
23
BE ROMOVED BE ROMOVED
6
2,000
.7
NOTE : IT IS THE BUILDER'S RESPONSIBUILTY TO CONFIRM ALL FINISHED
3
COTTON TREE TO BE ROMOVED REPLACE
23
.6
3
SWIMMING POOL BELOW
.5
REFUSE
23
WITH BANKSIA INTEGRIFOLIA OR SIMILAR. FLOOR LEVELS COMPLY WITH THE LOCAL AUTHORITY'S MINIMUM HEIGHT
22
AREA
5
REFER LANDSCAPING PLAN
3
Block Retaining Wall ABOVE AUSTRALIAN HEIGHT DATUM RQUIREMENTS. SITE FILLING IS TO BE
.1
.5
22
23
Clothes Line CARRIED OUT STRICTLY IN ACCORDANCE WITH THE COUNCIL ENGINEER'S
REQUIREMENTS.
NOTE : CUT AND FILL BATTER WALLS WHERE SHOWN ARE INDICATIVE ONLY 5,026
23
500
AND ARE TO BE VERIFIED ON SITE BY THE BUILDER AT BULK EXCAVATION
CONC. CROSSOVER
IN ACCORD . WITH
STAGE
RS-049 TYPE 2
88
5,000
DRIVEWAY
PATH ZONE
Outdoor Timber TBM
3,000
TREE TO
RP81810
5
2,006
.8
BE ROMOVED
Lock-Up Retaining Wall Nail in Kb
21
4,850 RL22.885
Area
Roof Ridge Line RL28.55
4
.3
500
21
178°50'20"
vel
Finished Floor Le
18.749
REMOVE EXISTING
21 Ground Floor vel DRIVEWAY AND
Finished Floor Le
Digitised from NSC Records
E
22.505 REINSTATE GUTTER
Upper Level
PROPOSED RESIDENCE
SEAVIEW TERRAC
VISITOR PARKING
25.23 AND VEHICLE TURN
9
AROUND AREA
.3
22
BALCONY 5 LEVEL - FFL 28.35
l
Deck Floor Leve
339°
22
FIRST FLOOR LEVEL - FFL 25.50 THE POSITION OF ANY PROPOSED BUILDINGS ON SITE IS TO BE
25.8 '
87 25.22
GROUND FLOOR LEVEL - FFL 22.50 VERIFIED BY BUILDER / PROPRIETOR.
RP81810
06
8
ALL EARTHWORKS TO THE SITE ARE TO COMPLY STRICTLY WITH THE BCA -
.3
20
PART 3.1 (SITE PREPERATION) & WITH THE RECOMMENDATIONS OF THE Timber Retaining Wall
5
1
22
49
.0
.2
21 21.
CONSULTING STRUCTURAL / GEOTECHNICAL ENGINEERS.
21
.
21
9
22
.5
3
SL
21
7
.3
.1
1
21
.8
2
4,563
.7
20
12,001 1.43
5
20
.9
8
rfolk
20
NoTREE
.4
se ofPINE
NORFOLK
2
Ba
20
3
TO BE ROMOVED
1
ee
Pine Tr
.8
.9
20
20
20
1
0"
.6
9
1
20
21
°17'3
.0
3.18
7
21
.1
Pit not Located
20
lstra Records
193
6,000
Digitised from Te
1
.9
19
7
.9 9
18
8
19
.9
3. 2'
6
19
.2
°1
1
.2
the preparation
20
2
en surveyed in
20
19 265°33'30"
3.189 22 SL20.37
and have not be
4
.7
refore 13.404 Unable to Open
ensions may the
18
" NOTE :
Ar ea s an d dim
s plan. TERRACE TO BE BY THE 06'20
REINF. CONCRETE CROSSOVER thiSEAVIEW
of TO 251° APPLICATION TO THE NOOSA SHIRE COUNCIL FOR ANY BOUNDARY
Digitised from SETBACK VARIATIONS WHICH MAY BE REQUIRED FOR THIS PROJECT ARE
PROPRIETOR AND STRICTLY IN ACCORDANCE WITH COUNCIL'S DETAILS
1
.5
4
UW Records
.9
minor contour THE RESPONSIBILITY OF THE PROPRIETOR AND / OR THEIR REGISTERED
18
0
AND SPECIFICATIONS.
interval is 1.0m,
18
.4
1 12,000
20
.6
2.Major contour 18
19
BUILDER AND ARE TO BE LODGED BY THEIR REGISTERED BUILDING
4
18
n on this
.2
s and levels show
18
m. Co ntour lude CERTIFICATION CONSULTANT.
interval is 0.2 T inc
survey DOES NO Digitised from Telstra Records
LEVELS. This
NG SURFACE
Ad Dri
plan are EX IS TI L is necessary
LEVEL*. If NG
or 9.00
joi
RAL GROUND
6
TU
.9
n of NA
nin ewa
1
tio ditional survey
2
an interpreta
17
.2
ds
IRED and an ad
18
QU
gP y
BE RE
3
W ILL
v
ctions
.1
additional instru
ec
17
4
17
rop
SL17.46
.4
R
18
19
SC
Unable to Open
ert
magica building design
N
en
hereon have be
y
services shown
m
3.Underground
fro
features where
d
surveyed surface creative solutions
se
depicted using Sight Lines
e available. Ad
ditional ig
iti *See Sheet 2 for
cil records wher
D
visible and coun tors
esent. Contrac m . 0405 494 264
18
tures may be pr
underground fea
17
resp sible
on
this vicinity are
Carlo Magini c.s .e . - Building Designer.
ALL STORMWATER DRAINAGE TAKEN TO STORM WATER STORAGEinTANK
un de rtaking excavation Lic. N o 1177987 - QBSA act 1991
WITH OVERFLOW TAKEN TO ONE CUBIC METRE SOAKAGE TRENCH ALL IN rvices prior to SL16.99
on of all se e . [email protected] o m .a u
ACCORDANCE WITH THE WATER SUPPLY AND co
for the mplete loc
SEWERAGE ati1981.
ACT Digitised from UW Records Unable to Open w. w w w .magicabuildingdesign.c o m .a u
ired
actors are requ
en cing an y works. All contr 00° 00' PO Box 5859, Maroochydore BC. 4558
comm tion
N
YOU DIG informa
SU
DIAL BEFORE
PM 0
to have current
W
R
SEAVIEW TERRACE TE
IN
IN
TE
W
CLIENT STAGE
R
SU
AM
BUILDING APPROVAL
MM
SUN
A. AND D. KERR.
SU
BUILDING APPROVAL
ER
N
UN
the relevant SuWrveyed/Chec
ked:
SUMMER PM
PROJECT ADDRESS
SUMMER AM S
defined by
BREEZES
ground level as
* Natural Ground
Level is the
270 ° 00'
E 49 SEAVIEW TERRACE,, SUNSHINE BEACH , QLD.
WIN
90° 00'
TER
SHEET TITLE
E
WIN
-S
SITE PLAN
SU
DS
NE
MM
ER
W-
PM
ST
OR
SW
EXISTING SITE LEVELS TAKEN FROM CADCON DRAWING No 187676-01-01 SEDIMENT CONTROL MEASURES ARE TO BE TAKEN BY THE BUILDER ON
MS
MER
BRE
EZES
E
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
SUM M S - S
AND ARE TO BE VERIFIED ON SITE. ALL FINISHED FLOOR LEVELS SHOWN SITE. PROVIDE EROSION AND SEDIMENT CONTROL STRUCTURES TO THE
A
1:100
1 : 200 A3 C. M. C. M. 05 12 19
ARE INDICATIVE ONLY AND ARE TO BE DETERMINED BY THE BUILDER ON PERIMETER OF THE WORK AREA AND MAINTAIN IN A See the original
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