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ECM_21030114_v3_Approved Compiled Plans MCU18 0206 01 · MCU18/0206.02
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Adjoining Building
90 See Photo21
on Sheet
RP81810
Records
Telstritaised from
89
RP81810
22
23 85°33'30"
5
28.164
.8
8
Dig
23
.9
23
3
.5
5
6
22
.1
.7
22
23
Clothes Line
3
.6
Block Retaini
23
ng Wall
3
.5
23
LEGEND
Subject Boundary
5
.8
Outdoor 23 TBM Nail in Kb
21
Lock-Up
Spot Height
4
Area Timber
.3
21
Roof Ridge Li Retaining Wall TBM
ne RL28.55
Nail in Kb Tree
21
Finished Floor Level RL22.885 SW Manhole
" 0
Ground Floor
18.749
SW Kerb Adapter
178°50'2
22.505 Finished Floor Level
s
Upper Level
rd
25.23 Telecom Pit
NSC Reco
339°0
Sewer Manhole
25.8
87
9
RP81810 Water Meter
.3
22
Deck Floor Level
6'
8
.3 25.22 Electric Pole
20
22
Electricity Box
om
5
1
.0
-
Timber Retaini
.8 1.2
.1 .49
21
ng SW Grated Pit
Digitised fr
APPROVED PLANS Wall
2
21
2
.2
1
7
2
Subject Boundary
9
MCU18/0206
22
.7
3
.5
20
.3
21
20
21
SL
21
Adjoining Boundary
8
NOOSA COUNCIL
5
.4
.9
20
20
Lip of Kerb
3
3
13 MARCH 2019 20
.4
.8
Base of Norfolk
21
1
20
.9
Pine Tree Invert of Kerb
1
20
-
.6
7
.1
20
Top of Kerb
'30"
20
1
89
1
.0
.9
21
Back of Kerb
19
3.1
°17
21
7
.9
Edge of Conc
19
193
.9
8 Pit not Located
Digitised from Telstra Records
19
19 9 Edge of Driveway
18
6
4
.2
265°33'30" 3. 2'
.7
20
18
°1 Retaining Wall - Bottom
1
13.404
.2
3.189 2
20
Notes. 22 Retaining Wall - Top
1
'20" SL20.37
.5
1.Boundaries are compiled from IS228991 251°06
4
Edge of Garden
18
Unable to Open
.9
18
18
and have not been surveyed in the preparation Digitised from
1
Building - GF
4
.6
0
UW Records
.2
.4
18
of this plan. Areas and dimensions may therefore
18
Digitised from
19
Building - UF
Ad Dr
vary on survey. Telstra Recor
20
ds
join ive
2.Major contour interval is 1.0m, minor contour Roof Ridgeline
ing wa
6
interval is 0.2m. Contours and levels shown on this Roof Ridgeline
.9
0
17
.0
3
2
plan are EXISTING SURFACE LEVELS. This survey DOES NOT include ds
Pro y
17
.1
Patio/Deck
.2
19
or
17
18
an interpretation of NATURAL GROUND LEVEL*. If NGL is necessary c
per
SL17.46 Re Fence
4
.4
additional instructions WILL BE REQUIRED and an additional survey Unable to Open C
ty
18
NS Gate
19
MAY be required.
m Carport
3.Underground services shown hereon have been fro
depicted using surveyed surface features where ed Overhead Electric Main
visible and council records where available. Additional i tis
g Sewer Main
underground features may be present. Contractors
17 Di *See Sheet 2 for Sight Lines
18
Water Main
undertaking excavation in this vicinity are responsible
for the complete location of all services prior to Digitised from UW SL16.99 SW Main
Records Unable to Open
commencing any works. All contractors are required Telecom Main
to have current DIAL BEFORE YOU DIG information
with them on site at all times.
* Natural Ground Level is the ground level as defined by the relevant 0 10 20 30
planning scheme for determination of lawful heights.
Client: Horizontal Datum Drawing Number: Surveyed/Checked: 103 Wrigley St (Cnr Sugar Rd)
ROBINSON ARCHITECTS DRV PO Box 5774 MAROOCHYDORE BC QLD 4558
Cadastral vide 187676-01-01 Drawn/Checked:
IS228991
Drawing Title: DETAIL
ISSUE SURVEY PLAN DD03 BA APPLICATION 19-02-2019 CLIENT SheetDeborah
no.1 of& Alan
2 sheets.
Kerr
DRV/JPG Ph 07 5479 MW
DRAWN 5311 Fax 07 5479 1289
COPYRIGHT - These drawings to be
Vertical Datum Revision: Date: Email [email protected]
used only with Architects written consent.Lot 88 on RP8181005-10-2018
SD01 DESIGN CONCEPT DRAWINGS
AHD der vide PROJECT 49 Seaview Terrace, Sunshine Beach Q
22/08/2018 ROBINSON ARCHITECTS DATE 19/02/2019
Web www.cadcon.com.au
19-10-2018
DD01 DESIGN DEVELOPMENT 67 MEMORIAL DRIVE,
DO NOT SCALE OFF DRAWINGS. RTK CORS Scale: SCALE
49 Seaview
Refer any discrepancies to Architect and Terrace,
DD02 DESIGN Sunshine
DEVELOPMENT Beach
01-11-2018
DRAWING - Survey Plan
1:200 at A3 ROBINSON
EUMUNDI QLD 4562
Ph. (07) 5442 8566
(A3 Paper)
ACN 098 201 828 Part of CadCon International Pty Ltd
verify allSet
Document dimensions on site.
ID: 21030114 OPM44265 RL27.686 NO. DD03
DD02 DESIGN APPROVAL 07-12-2018 A RC H I T E CT S www.robinsonarchitects.com.au
Version: 2, Version Date: 19/12/2019
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Section 2
-
SITE PLAN
NOOSA COUNCIL
SEWERAGE DISPOSAL TO BE TAKEN TO EXISTING DISPOSAL SYSTEM APPROVED PLANS
STRICTLY IN ACCORDANCE WITH COUNCIL'S REQUIREMENTS AND THE
Building
WATER SUPPLY AND SEWERAGE ACT 1981 AND ALL OTHER RELEVANT MCU18/0206.01 19 DEC 2019 Adjoining
Se e P hoto 1
CODES.
As Annotated by Council 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
Area along the length
1
ee
Pine Tr
.8
.9
20
20
20
1
0"
.6
of the turn around area
9
1
20
21
°17'3
.0
3.18
7
21
.1
Pit not Located to be landscaped
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
Section 3
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 FUNCTIONAL DRAWING No SHEET
19 - 013
ISSUE
SITE. CONDITION AS REQUIRED BY THE LOCAL AUTHORITY S
180 ° 00' 02 of 11 C
Document Set ID: 21030114
Version: 2, Version Date: 19/12/2019
Section 4
-
NOOSA COUNCIL
16,845
APPROVED PLANS
GROUND FLOOR
8,149 8,290 406 MCU18/0206.01 19 DEC 2019
-
572 8,149 190 1,800 90 6,020 190 596 772
4,641 190 18,000 190 1,632 190
BALCONY 1 & OUTDOOR SHOWER - 48.211 m2
300
SELECTED BOUNDARY FENCES TO ACT AS POOL SAFETY FENCE
RESIDENCE ( INCL. GARAGE ) - 171.690 m2
300
REFUSE AREA WITH
GLAS
190
190
ALUMINIUM
2,300
2,300
BATTENED FENCE.
S POO
CONCRETE SWIMMING POOL AND LAP POOL
1,810
ASSOCIATED POOL FENCING BY ALUMINIUM
L FEN
SPECIALIST CONTRACTOR . LINE OF BALCONY OVER BATTENED
190
190
190
190
06 24 F G 1.8m H E A D GATE
CE
4,030
190
190
GROSS FLOOR AREAS :
PATIO AREA - 18.988 m2
3,382
C /L E V E R
2,890
3,410
3,410
DAY BED PATIO
TOTAL - 238.889 m2
5.1m W . x 2.4m W . PANEL LIFT
STORE ROOM
190
FFL 22.45
PLAN
2 x 820 C S D
4,420
GRATED DRAIN
DRIVEWAY
5,515
GATE
GARAGE
1,000
6,020
6,020
DP
190
190
190
190
DP 2 x 25 1050 LVR
6,020
FFL 22.45
100
100
24 5250 x x x x o S T A C K E R
1,000
1,000
up LANDING
90
DP
3,900
FAMILY ROOM
190
4,500
2,000
2,000
4,880
820
190
315
90
3,400
ROCK FACING TO WALL
90 1,800 90
1,600 190
up
190 1,600
14,170
90 90 1,800
WET BAR LC OVER 2.4m H . x 1.5m W .
90 1,400
90 1,400
2,000 ENTRY
322
FFL 22.50 3/4 H I N G E
90 188 90
SHELF
REF SINK
190
90 90
00° 00'
N
SU
12 06 A W N .
510
510
770 B LINEN ROBE PM
W
R
750
750
950
950
950
12 06 LVR P 820 820 TE
IN
LOH P IN
TE
2,380
W
R
SU
4,100
AM
MM
SUN
SU
SMOKE
2,810
ER
N
970
190
90
90
820 C S D
90
UN
820 DETECTORS B W
SUMMER PM
SUMMER AM S
SH
BREEZES
3,681 270 ° 00'
E
190
2 x 820 C S D
WIN
90° 00'
TER
BED 3 BED 4
3,060
3,060
B
E
WIN
3,440
3,060
-S
ROBE
LAUNDRY
T. BATH
SU
DS
B
06 18 E A D
NE
90
MM
3,500
3,500
3,060
1 .8 m H
ER
W-
PM
BENCH
ST
OR
SW
MS EZES
24 12 B I F O L D
BRE
MER
AWN.
E
SUM M S - S
3,561
1,200
A
SH
BTH
3,410
190
190
190
190
190
190
24 21 x o S G D 24 21 x o S G D S
SH
180 ° 00'
24 15 x o S G D 2 x 15 09 LVR 2 x 15 075 LVR
190
1,500 190
BATTENED ALUM. SCREEN
BALCONY 1
BALU
1,500
1,690
VISITOR PARKING
FLOOR BEARERS OVER
STRA
SELECTED DECKING OVER FFL 22.45 TURN AROUND AREA
190
TIMBER FLOOR FRAME.
DE
3,962
3,962
BALUSTRADE
190
OST S 3,465
magica building design
1,850
UPP ORT P
3,548
WD S
2,272
2,272
3,638
AR H 200 creative solutions
200 D
200 x
2,989 up
FLOOR BEARERS OVER 200 DP
m . 0405 494 264
LINE OF BALCONY OVER 2,988 2,804 290 1,260 3,790 Carlo Magini c.s .e . - Building Designer.
290
Lic. N o 1177987 - QBSA act 1991
1,525
2,400 2,804 290 3,360 1,500 190 e . [email protected] o m .a u
200
w. w w w .magicabuildingdesign.c o m .a u
PO Box 5859, Maroochydore BC. 4558
A B
08 09 CLIENT STAGE
BUILDING APPROVAL
A. AND D. KERR. BUILDING APPROVAL
6,002
406
190 5,759 2,200 100 90 1,800 90 6,020 190 190 1,499 PROJECT ADDRESS
49 SEAVIEW TERRACE,, SUNSHINE BEACH , QLD.
190 3,225 90 900 90 10,854 190 1,496 SHEET TITLE
90
947 678 190 1,600 90 3,140 90 950 90 2,560 90 950 950 90 2,260 90 1,800 190 191 GROUND FLOOR PLAN
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
1,869 146 2,440 90 2,100 90 3,600 90 950 90 Section 5
3,300 90 1,800 190 1,500 190 1:100 A3 C. M. C. M. 05 12 19
DRAWING No SHEET
19 - 013
ISSUE
947 921 14,977 03 of 11 C
Document Set ID: 21030114
Version: 2, Version Date: 19/12/2019
The text continues on section 6.
Used in these records
ECM_21030114_v3_Approved Compiled Plans MCU18 0206 01.pdfRelated documentApplication case desk ↗
Approved Compiled Plans MCU180206.01.pdfRelated documentApplication case desk ↗
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