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MCU17/0559.05 - Planning & Environment Court Appeal 1842 Of 2026 - For Minor Change To A Development Permit For A Material Change Of Use For A Duplex Dwelling At 2/16 Grant Street, Noosa Heads · Attachment 2 - Approved Plans - MCU17 0559.04
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ATTACHMENT 2 - APPROVED PLANS MCU17/0559.04 SITE NOTES: 1. GENERAL Do not scale off plan, figured dimensions take preference. Dr ive N Telstra U/G - Shown from Records Builder to verify all dimensions and levels on plan prior RL way Water U/G - Shown from Records 22 | Leve CO WI NT to commencement of construction, and no responsibility 70 MM W ER SE l SU T is taken after commencement. ON N PA TH All services and manholes must be located and PR Dr BU identified prior to construction. ive RL way P1 10 OP Contours and levels shown on the plan are indicative 22 | Leve 59 l 39 ER only and are suppied by contour surveyor. No TY SET RISE responsibility is taken for accuracy of levels. 2. SITE SETOUT 27756 7026 Ad Location of boundaries to be confirmed by Gr joinin ou g surveyor/builder prior to setout. It is recommended that a RL nd Le L ot 22 | vel E Concrete path RIS licenced surveyor be engaged to setout the building. 89 SU M ME E All boundary clearances shown to be verified by builder R prior to commencement of construction. Any variation to 10 20 06 10 20 05 10 20 04 KL .39 0 KI .36 4 11 25 05 BU CP SU N PA 61°48'10" 34.782m .56 10 TH KI 03 9 .73 P8 01 02 20 03 S PA 1 G0 KI 01.48 7 11 1 setout dimensions must remain with Council 0.0 31 10 20 44 10 20 50 PROPERTY BOUNDARY TR 00 76 EP .77 8 0 0.4 00 EP .69 0 01 58 01 10 U NK 20 54 NO requirements. 10 10 20 45 46 .6920.71 10 BB .98 0 01 WN 11 23 42 11 23 43 61°48'10" 11 11 11 12 12 12 EP EP 120 647 .73 24 60 24 70 25 21 25 20 26 19 01.F0110 10 .41 23 58 FE .86 1 12 10 EP20.72480 20 49 FE 4 FE 03 7 FE .78 1 FE .49 1 .19 FE .71 8 FE .25 6 27 18 10 10 20 51 01.L EP .71 .77 03 11 03 03 FE 9 04 04 07 20 08 CO 03 0.0 45 04 FE .04 4 20 .33 KL .37 2 KI 02 8 PP .67 0 01 01 0 EP 01 0 R PA 34|782 TR 00 11 04 27.0 PA LI NG 0.4 01 11 11 24 68 11 SL KI 01 G0 1 PA 0.0 41 TR 00 Garden 00 4 18 67 .38 23 TR 6 24 116966 TR23.81 26 .0 26.5 G0 11 EUC BR .83 2W0 1 7 2 0.5 BRW0.89 2 SL 0.0 36 ALYP W01 TIM 1 9TIM 3. EARTHWORKS 00 W01 0. 5 Sewer U/G - Shown from Records TR 00 0.2 36 PO INC 11 11 110 46 0. T BE R 11 BE 1111R 2 S 23237565 4 00 AW 7300 23 74 20.5 3 10 IAN 23 72 23 0. 7 10 A .59 .63 CO0 011.U CO0.68 8 BR.72.72 CO0 67 S SL JA CA CO0 7 21 55 2 PA 2 2W01 Cut and fill indicated on plan may vary at construction 1 BB .01 7 01 RA N DA 2 TI O S 90 23.5 23
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Full text of sections 2 to 4 (of 19)
Section 2
02
25
22.5
.62
21.5
ST 4
22.0
23.0
11
N
TE 23
76
25 .5
stage and builder shall verify and adjust as required.
MP
21.0
10
20 13 20.30
10
12
CO0.73 7
2
.0 27.
10 KL .35 0 KI 02 5
01
90
25 03 01
GRANT STREET
20 14 ST
.80
6
KI 03.58 1
Sewer U/G - Shown from Records
All earthworks shall comply with Building Code of 24.0 N
Gully Trap
11 11 TE
77 64 MP
23 23
CO0.74 3 BR .75 4
G- W01
Sewer U/ co rds
2
Australia (BCA) Part 3.1 and relevant Council legislation. m Re
11 11
Shown fro
87 88
23 23
10 .73
BR BR 2.73 7
20 56 W02W
S SL
BB .99 2
4
02
TIM 12
01 TIM
BE 26 17
RBE R FE .93 6
331°48'10"
EXISITNG HOUSE & POOL TO BE DEMOLISHED GT
04
9 00 11
ST 20.47 0 23
89
P1
17|099
331°48'10" 17.099m
N NI 7
BR .73 3
4. SEWERAGE AND STORMWATER
K W02
20. 03
20.5
TIM
BE R
56 11
23 71 16
4
11
All sewerage and stormwater drainage shall comply with TB .64 59
CO0 0 23
2 CO0.65 6 TR
MN 2 0.6
00
5 20
RL a
10
20 19
10
10
17 EUC
BCA Part 3.1.2, AS 3500 and relevant Council legislation.
17.099m
20 18 20.33 11 12 ALYP
23| il in
KI 03.59 2 KL .36 8 KI 02 1 23 57 25
32
12 T
TELSTRA PIT .65 ST .83 4 25 31
PROPOSED NEW RESIDENCE
01 CO0 2 12
12 25 33 02.F .83
87 K 10
2 25 34 ST .83 3
ST 6
(AH erb
PO 02
61 12 ST .83 6 02 OL PO
20 25 35 02.F PO OL
Stormwater to be discharged to Council approved BB .97 1
10 10 ST .84 2 PO OL 12
20 65 20 66 01 02 OL 25 30
.61
CO0.61 6 PO ST .83 6
D) CO0 4
PROPOSED POOL
OL 02.F
1 1. R
TELS TE PO
TR LS 12 OL
TR
discharge point.
A A 25 36
.83
17099
151°48'10"
ST 6
02
PO
11 OL
23 90 12
.73 25 37
All roof stormwater drainage, including
10 BR 9 .83
20 62 W02 ST 8 12
12
10 BB
.85
6 TIM 02 29 26 16
PO12 25 .87
492
20 64 01 BE R OL
25 38 ST .84 7
FE
04
4
.63 .83 02
CO0 1 ST 7 PO
Section 3
1 02.L
downpipes/drainage pipes shall be in accordance with
OL
SW
TELS
TR PO
A OL 12
25 39
Kerb & Channel
KERB & CHANEL
ST .83 9
LOT 87 - 595m²
11 02.F 12
30 07 25 28
BCA Part3.5.2.
.55 PO
PA 1 OL ST .84 7
12
Stormwater U/G - G0
2 25 40
ST .83 7
02
PO
02
PO
OL
Shown from Records 12 OL
41
25
ST .83 5
151°48'10"
10 02.L
22 91 PO
4000
FE .96 6 12
42
OL
01
5. DRIVEWAY
CO 25
10 R PA ST .83 6
20 63 LI NG 02
10 10 .96 12 .F 12
10 22 BB 1 25 43 PO OL
20 20 21 20.40 01 .83 25
53
20 .44 KI 10 8 EG ST 7
KI 03.60 8
KL
01
4 2002 23 01 02 ST .77 7
Driveway to comply with Council legislation. Max. 1:5
02
KI 02.42 4 PO
OL PO
12 OL
25 44
ST .83 7
02.F
Edge of Kerb
PO
gradient to comply with Queensland Development Code.
OL 12
11 25 52
23 91 12
45 ST .77 2
02.F
BR .72 7 25 12
GT 3
W02 ST .83 2 PO 26 15
EXISTING POOL
12 02.F OL
TIM 25 73 FE .88 0
Driveway application must be approved by Council prior BE R
ST .69 6
03
PO
OL
12
04
492
DE
CK 25 51
20 .5
ST .80 9
P1
12
25 46 02.F
ST .83 3
to construction.
PO
03
02.F OL
25.5
PO
16
OL
12 12
25 47
ST
.83
02.F
9
12
48
12
25 49
25 50
ST
.75
02.F
6
4
23.5
PO 25 PO
OLST .83 ST .83 4 OL
21.0
02.F7 02.F
22.0
23 .0
26 .0
21.5
PO
22 .5
PO OL
OL
6. RETAINING WALLS Section 4
EM
26.
All retaining walls and embankements are to comply with TA
5
10
20 29 20
10
28
KL .50 3 KI 02.50 4
10
20 73
BB .93 5
11
23 30
12
25 72
Ga
11
0.0 85
PL 00
RP
BCA, relevant Australian Standards and Council
01 02
EG
02
11
0.0 03
00
ST .55 0
01
BA
ST .39 7
03
DE
CK rd en
M 2.
00 0
139
10 10 Ga LC
ON
Y
77
20 30 20 31
.51 .50 rd en 4
legislation. Retaining walls shall have 65 Ø ag. pipe (to
KL 7 KI 10
01 02 326
20 11 11
.52
KI 02 0
KI 04
10
71
10
20
72 10
0.0 18
TR
00
0.3
00
34|782 11
11
24 9897
23 92
BR
.72
W02
7 12
25 11
FE .24 4
12
25 12 12 12
20 20 74 3 15 24 .74 TIM
FE .91 8 26 13
14
discharge to stormwater line) and granular backfill behind. EP .78 8 EP .81 1 BB .88 4
TR .76
FE W0 25 BE R 04 11
26
02 EUC 04 04 .18 FE .81 6
02 02 ALYP 2 TIM 0.0 83 11 FE 0 04
10 EG BE 00 0.0 84 04
241°48'10"
10 70 02 11 T R PL 00
0.0 01
241°48'10" 34.782m
20 69 20 M 2. PL
M 2.
EP
.74
7 EP .79 2 11 PL
00 00 0
00 0
02 02 M 2.
Concrete path
All retaining walls over one metre high must be designed
02
25.
0.0 00 0
PL 00
21.
10
22.
26.
M 2.
26.
20 35
10 10
KI 02.60 1 10
00 0
Stormwater U/G - Shown from Records
22.
37 20 36
23.
23.
20 .56
KL .59 3KI 04 5 20 68
.74
by a registered engineer.
10 01 EP 6
20 38
SW
5
02
10
KI 03.72 2
5
20 75
5
5
0
BB .88 6
0
02
0
5
EG
21.
02
7. LANDSCAPING EM
0
Site works indicated on this plan are for construction TB
Shown from Records
Dr RP
2
Stormwater U/G -
ive 139
purposes only. It is the client's responsibility to carry out RL way GT
21 | Leve 77 P1
all landscaping. 40 l 4 03
16
4
The finished ground immediately surrounding the
residence shall fall away from the residence at a slope of
not less than 50mm over the first 1m. SITE PLAN
Landscaping must not cover any weep holes within the
brickwork and must not allow termites to bridge any
1 1 : 200
visual, physical or chemical termite barrier.
NOTE : FINAL POSITIONS OF DOWNPIPES,
METERBOX, TAPS, AC ODU, WATERTANK, GAS
BOTTLES AND HOT WATER SYSTEM, MAY
DIFFER TO PLAN DUE TO SITE CONDITIONS.
Lot Number 87 PLANNING REQUIREMENTS PROVIDED DIFFERENCE
RP Number RP 92518
- SITE COVER: 40% = 238m² 233m² = 39% -5m²
NOOSA COUNCIL Local Authority NOOSA SHIRE R.C PLOT RATIO: 0.45:1 = 267m² 0.45:1 = 270m² 0.00:1 = 3m²
APPROVED PLAN Area 595m²
MCU17/0559.02 3 FEB 2020
PRELIMINARY DRAWING - NOT FOR CONSTRUCTION
Disclaimer: Revision Notes: Drawn By: MG Checked by: TG Dwg size: 1:100 @ A3 Proposed new residence for: Job No: Drawing Status:
H4 - PLAN DESIGN BUILD © COPYRIGHT Revision: 18
The information in these drawings pertaining to Rev. Date Amendment notes:
H4N016GRAN PRELIMINARY WORK DRAWINGS
dimensions, heights & details are for information 14 23/07/18 DA APPLICATION - REVIEW
CANDIDA INVESTMENTS
Head office: P 1300 293 029 All plans are copyright and only and not be relied upon. Specific dimensions, 15 18/08/18 DA APPLICATION - REVIEW
JR Concept Design Date: 10/09/19
LG5, 77 Oxford St E: [email protected] remain the property of H4 heights & details are subject to change during 16 22/08/18 WORKING DRAWINGS
Bulimba, Qld, 4171 W: www.h4living.com.au Living Pty Ltd and may not be construction. Changes can occour due to
Signature of Owner: Site The text continues on section 5.