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Approved Plans - MCU26/0003 (As Published)
Architectural Drawings SITE INFORMATION
- # Title Revision Date
ADDRESS: 3 GRADY ST, KIN KIN, QLD
PROPOSED ADDITIONS A100
A140
Site Plan
Demolition Plan
5
5
04/06/26
04/06/26
LOT AND PLAN: 206 K6575
COUNCIL: NOOSA SHIRE COUNCIL
ZONE: COMMUNITY FACILITIES ZONE
FOR A300 Floor Plan 5 04/06/26 CLIMATE: ZONE 2
ALAN HANSON A500 Elevations - Sheet 1 5 04/06/26 WIND: REGION B - INTERMEDIATE
A510 Elevations - Sheet 2 5 04/06/26 BAL: TBA
BUILDING AREA: 531m2
AT A900 Perspectives 5 04/06/26 LAND AREA: 1347.72M2
SITE COVERAGE: 39.4%
3 GRADY ST, KIN KIN, QLD
270m2 (20%) REQUIRED
EXISTING TABLE
2 x SUBFLOOR 5000L WATER LANDSCAPING
A510
DRAIN FLOW
TANKS ON CONCRETE SUB FLOOR
TANK SLAB TO ENGINEERS EXISTING BUILDINGS
SPECIFICATIONS 1m HIGH CONCRETESLEEPER
WEST
23° 14' 00" 53.67 m RETAINING WALL
MIN SETBACK
1500
293° 13' 20" 25.14 m
A510 SOUTH 1:100 FALL 1.0m TIMBER PAILING
PROPOSED PROPOSED PATIO FENCE TO REAR
WATER TANK OVERFLOW TO CONCRETE PATHWAY
SECOND DWELLING BOUNDARY
GRADY ST TO HYDRAULIC
65m2 GFA
ENGINEER SPECIFICATIONS
BOUNDARY
EXISTING SEPTIC
TANK ACCESS GATE
WT WT
NOTE: DRIVEWAY CROSSOVER TO 2800
MEET EXISTING ROAD HEIGHT &
COMMUNITY TITLE - PUBLIC SPACE
MAX 1500mm HIGH 140mm
INCLINE AND CONSTRUCTED TO R 5.0m
BLOCKWORK RETAINING
MEET IPWEA-QNT RS-056 (RURAL) MIN 375⌀ RCP WALLS TO ENGINEERS
AND/OR ADDENDUM NOOSA SHIRE
COMPACTED SPECIFICATIONS PROPOSED DECK NORTH A500
COUNCIL RS-056.1 REQUIREMENTS
GRAVEL DRIVEWAY
FALL
4000
FALL
1.5m DRIVEWAY PAVEMENT
ABUTTING ROAD EDGE TO
MATCH EXISTING SURFACE.
113° 13' 20" 25.14 m
CONCRETE
GUIDE POST WT
SPOON DRAIN
CONCRETE HEADWALL
PROPOSED SHED EXISTING ABSORPTION
STONE PITCH 6000 TRENCH (AREA TBC)
WT
OUTLET/INLET WITH MIN. SETBACK
(COMPACTED GRAVEL)
MIN ⌀200 ROCKS
GRADY ST
MIN. SETBACK
1912
1500
203° 14' 00" 53.67 m
EAST
APPROX. DISTANCE WATER TANK OVERFLOW TO
A500
TO BOUNDARY GRADY ST TO HYDRAULIC
ENGINEER SPECIFICATIONS
2 x 18,200L WATER TANKS
NOOSA COUNCIL
APPROVED PLAN
MCU26/0003 3 AUGUST 2026
Site Plan
1 : 200
PRELIMINARY
NOT FOR CONSTRUCTION
Project Number: VG127 Sheet Name: Site Plan
No. Description Date
Project Name: Proposed Additions Date: 2/11/2025
2 ISSUE FOR APPROVAL 28/11/25
3 RE-ISSUE FOR APPROVAL 13/12/25 Drawn by: GS Checked by: GS
Project Address: 3 Grady St, KIN KIN QLD
4 RE-ISSUE FOR APPROVAL 08/03/26
Scale: As indicated @A3 A100
12:44:46 PM
Client Name: Alan Hanson 5 RE-ISSUE FOR APPROVAL 04/06/26
4/06/2026
Document Set ID: 25031856
24897635
Version: 1, Version Date: 04/08/2026
25/06/2026
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Page 2
23° 14' 00" 53.67 m
REMOVE WINDOWS AND
REPLACE WITH FRENCH DOORS
REMOVE INTERNAL WALLS
REMOVE RAMP TO
MAKE WAY FOR
NEW ACCESS
REMOVE INTERNAL DOORS,
CENTRAL WALL & BASIN
EXISTING ANNEX
REMOVE INTERNAL WALL
REMOVE WINDOWS AND
REPLACE WITH FRENCH DOORS
113° 13' 20" 25.14 m
TREES TO BE REMOVED WATER TANK RELOCATED EXISTING CHURCH
OR REMOVED
293° 13' 20" 25.14 m
COMMUNITY TITLE - PUBLIC SPACE
REMOVE STAIRS
GRADY ST
203° 14' 00" 53.67 m
Existing & Demolition Plan
1 : 100 NOOSA COUNCIL
APPROVED PLAN
MCU26/0003 3 AUGUST 2026 PRELIMINARY
NOT FOR CONSTRUCTION
Project Number: VG127 Sheet Name: Demolition Plan
No. Description Date
Project Name: Proposed Additions Date: 2/11/2025
2 ISSUE FOR APPROVAL 28/11/25
3 RE-ISSUE FOR APPROVAL 13/12/25 Drawn by: --- Checked by: ---
Project Address: 3 Grady St, KIN KIN QLD
4 RE-ISSUE FOR APPROVAL 08/03/26
Scale: 1 : 100 @A3 A140
12:44:47 PM
Client Name: Alan Hanson 5 RE-ISSUE FOR APPROVAL 04/06/26
4/06/2026
Document Set ID: 25031856
24897635
Version: 1, Version Date: 04/08/2026
25/06/2026
Page 3
10832 11740
APPROX. DISTANCE BETWEEN BUILDINGS CONCRETE SPOON DRAIN
90 2500 90 3500 90 12820
90 2997 90 2503 90 4940 90 PROPOSED NEW CONCRETE
90 2994 90 3246 90 4200 90 PATIO & REAR DECK ACCESS
BOUNDARY LINE
MIN SETBACK
1m HIGH CONCRETESLEEPER
1500
RETAINING WALL
EXTENDED ROOFLINE
90
90
OHC
FALL
SH 70.390 m 70.490 m
2500
1:100 FALL
1500
WC
2000
CT KITCHEN EXISTING ROOFLINE
90
90
BATH/LDRY
3382
850 INSET DRAIN
NEW FRENCH DOORS
1975
WIR LT/VB
WC
F
WM 850 BATH BEDROOM DINING
EXISTING ROOFLINE
3300
90
90 1020 90
7210
VB
70.540 m
8188
850 RL 70.440 m PROPOSED
850 EXISTING ANNEX
5770
SECONDARY DWELLING
SH
ROOFLINE
NEW FRENCH DOORS
90
3735
BED 1 VB
WM
LIVING
1590
COVERED DECK 1180 LDRY
3500
WC
F PTY
SK
90
90
90
KITCHEN
ROOFLINE
CT
70.490 m
EXISTING CHURCH
7460
6000 PORCH
MIN. SETBACK PROPOSED NEW LIVING
COVERED DECK
70.540 m
1964
3505 STOREROOM
CONCRETE ROOFLINE
SPOON DRAIN
1050
NEW DECK ROOFLINE EXISTING ROOFLINE
90
1000
18,200L WATER TANK 8000
67.250 m
7260
6000
5788
PROPOSED SHED
18,200L WATER TANK
90
MIN. SETBACK
90 7288 90 7335
1912
APPROX. DISTANCE
1500
TO BOUNDARY 7500
BOUNDARY LINE
Proposed Floor Plan
1 : 100
NOOSA COUNCIL
LEGEND
APPROVED PLAN
LT LAUNDRY TUB
OHC OVERHEAD CUPBOARDS
MCU26/0003 3 AUGUST 2026
SH SHOWER
VB VANITY BASIN NOTE: ALL DIMENSIONS, PLUMBING, ELECTRICAL &
WC
WM
TOILET
WASHING MACHINE
CONSTRUCTION DETAILS TO BE CONFIRMED ON SITE TO
CLIENTS SATISFACTION PRIOR TO COMMENCEMENT OF WORK
PRELIMINARY
NOT FOR CONSTRUCTION
Project Number: VG127 Sheet Name: Floor Plan
No. Description Date
Project Name: Proposed Additions Date: 2/11/2025
1 PRELIMINARY PLANS 2/11/25
2 ISSUE FOR APPROVAL 28/11/25 Drawn by: GS Checked by: GS
Project Address: 3 Grady St, KIN KIN QLD
4 RE-ISSUE FOR APPROVAL 08/03/26
Scale: As indicated @A3 A300
12:44:48 PM
Client Name: Alan Hanson 5 RE-ISSUE FOR APPROVAL 04/06/26
4/06/2026
Document Set ID: 25031856
24897635
Version: 1, Version Date: 04/08/2026
25/06/2026
Page 4
PROPOSED 65m2
SECONDARY DWELLING
10.00° ROOF EXTENSION Pitching Height
100mm SQ HWD COLOMNS 72940
PROPOSED SHED MAX 1.0m HIGH CONCRETE SLEEPER RETAINING WALL
10.00° PROPOSED CONCRETE PATIO
Ground Floor
70540
Shed Pitching Height
69700
North Elevation
1 : 100
74.857 m
PROPOSED 65m2 SECONDARY DWELLING
EXTERNAL ACCESS TOILET
ARC PANEL DECK ROOF PER
ENGINEER'S SPECIFICATIONS
COLORBOND FASCIA &
GUTTERS Pitching Height
72940
100mm SQ HWD COLOMNS
71.032 m
TIMBER BALUSTRADE TO MEET NCC
VOL 2 PART 3.9.2 REQUIREMENTS Ground Floor
70540
Shed Pitching Height
CONCRETE BLOCK TIMBER DECK AS PER ENGINEERS
RETAINING WALL SPECIFICATIONS 69700
NGL Shed Level
67300
PROPOSED SHED HARDWOOD SCREEN
East Elevation
1 : 100
NOOSA COUNCIL
APPROVED PLAN
MCU26/0003 3 AUGUST 2026 PRELIMINARY
NOT FOR CONSTRUCTION
Project Number: VG127 Sheet Name: Elevations - Sheet 1
No. Description Date
Project Name: Proposed Additions Date: 2/11/2025
2 ISSUE FOR APPROVAL 28/11/25
3 RE-ISSUE FOR APPROVAL 13/12/25 Drawn by: GS Checked by: GS
Project Address: 3 Grady St, KIN KIN QLD
4 RE-ISSUE FOR APPROVAL 08/03/26
Scale: 1 : 100 @A3 A500
12:44:50 PM
Client Name: Alan Hanson 5 RE-ISSUE FOR APPROVAL 04/06/26
4/06/2026
Document Set ID: 25031856
24897635
Version: 1, Version Date: 04/08/2026
25/06/2026
Page 5
74.857 m
ARC PANEL DECK ROOF PER
ENGINEER'S SPECIFICATIONS
10.00°
PROPOSED 65m2 COLORBOND FASCIA &
SECONDARY DWELLING GUTTERS
KITCHEN & BATH MIN. CEILING HEIGHT
100mm SQ HWD COLOMNS Pitching Height
FFL TO U/S OF DECK BEAM
72940
71.032 m
2550
2189
PROPOSED SHED
10.00° Ground Floor
70540
Shed Pitching Height
69700
2400
NGL
1500
Shed Level
67300
South Elevation
1 : 100
PROPOSED COVERED TIMBER DECK
74.857 m
PROPOSED SECONDARY DWELLING
Pitching Height 2.
74740
Pitching Height
72940
NGL
PROPOSED ROOF EXTENSION Ground Floor
NEW FRENCH DOORS 70540
Shed Pitching Height
69700
West Elevation
1 : 100 NOOSA COUNCIL
APPROVED PLAN
MCU26/0003 3 AUGUST 2026 PRELIMINARY
NOT FOR CONSTRUCTION
Project Number: VG127 Sheet Name: Elevations - Sheet 2
No. Description Date
Project Name: Proposed Additions Date: 2/11/2025
2 ISSUE FOR APPROVAL 28/11/25
3 RE-ISSUE FOR APPROVAL 13/12/25 Drawn by: GS Checked by: GS
Project Address: 3 Grady St, KIN KIN QLD
4 RE-ISSUE FOR APPROVAL 08/03/26
Scale: 1 : 100 @A3 A510
12:44:53 PM
Client Name: Alan Hanson 5 RE-ISSUE FOR APPROVAL 04/06/26
4/06/2026
Document Set ID: 25031856
24897635
Version: 1, Version Date: 04/08/2026
25/06/2026
Page 6
LEGEND
EXISTING BATTER
12.0 EXISTING SURFACE CONTOURS
EXISTING OVERHEAD ELECTRICAL
EXISTING COMMS
12.0 PROPOSED SURFACE CONTOURS
SWD PROPOSED STORM WATER PIPE
PROPOSED CHANGE OF GRADE
ROAD CENTRELINE
206
K6575 150mm COMPACTED GRAVEL BASE TYPE 2.1. WEARING
SURFACE 2 COAT BITUMEN SEAL.
EXISTING FENCE TO BE REMOVED
WITHIN DRIVEWAY EXTENTS.
66
16%
.85
3
.23 .32
3
67
66
1
.73
16%
6
67
66
5
.6
.18
85 ∅375 PRE-CAST HEADWALL
67
EXTEND 1m PAST EDGE
OF DRIVEWAY
3%
EXTEND 1m PAST EDGE STONE PITCH OUTLET/INLET, MIN ∅200 ROCK IN
∅375 PRE-CAST HEADWALL OF DRIVEWAY ACCORDANCE WITH IPWEA STD DRG RS-056
REALIGN OUTLET TO EXISTING SWALE AND
8
3
.53
0
5
.86
.51
.18
∅375 RCP CLASS3 ENSURE FREE DRAINING
66
66
65
67
SWD SWD SWD SWD
7.0m LENGTH - 5%
STONE PITCH OUTLET/INLET, MIN ∅200 ROCK IN
3%
ACCORDANCE WITH IPWEA STD DRG RS-056 R5
REALIGN OUTLET TO EXISTING SWALE AND
66.50
R5
67.00
ENSURE FREE DRAINING 67.50
65
.94
9
3
0
.97
EXISTING EDGE OF BITUMEN.
69.
66
67
5
.0
68.
0
66
68.
67
67
.5
.0
.5
MIN 1.5m OF DRIVEWAY TO MATCH EXISTING
ROAD PAVEMENT OR
150mm COMPACTED GRAVEL BASE TYPE 2.1.
WEARING SURFACE 2 COAT BITUMEN SEAL.
GRADY
STREET
NOTE:
REFER TO IPWEA STD DWG RS-056 FOR STANDARD
RURAL DRIVEWAY DETAILS NOOSA COUNCIL
APPROVED PLAN
MCU26/0003 3 AUGUST 2026
AMENDMENTS DATE ISSUE CONSULTANTS CLIENT PROJECT DRAWING TITLE
1:50 A1 SHEET
TOWN PLANNER
Document Set ID: 25031856
24897631
© SURVEYOR
Version: 1, Version Date: 04/08/2026
25/06/2026