Council archive · source document
Proposal Plans · MCU17/0559.02
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.
PROPOSED DUPLEX FOR:
CLIENT NAME: CANDIDA INVESTMENTS
SITE LOCATION: 16 GRANT STREET,
NOOSA HEADS
FRONT FACADE
1 ARTISTIC IMPRESSION ONLY
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 Location: Drawing title: Drawing number:
17 31/01/19 FLOOR PLANS
Postal Address: reproduced, copied, used or multiple factors including but not limited to;
PO Box 316,
QBCC: 150 14 144
altered without the written service clearances, joint & construction detailing
17 13/02/19 PRELIM WORKING DRAWINGS 16 GRANT STREET, NOOSA COVER SHEET 000
Bulimba Qld, 4171 ABN: 36 159 311 921 permission of H4 Living & material changes 18 09/09/19 DA REVIEW - REVISED FACADE
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Section 2
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 02
25
Section 3
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
1 02.L
downpipes/drainage pipes shall be in accordance with
OL
Section 4
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 EM
26.
All retaining walls and embankements are to comply with The text continues on section 5.
Used in these records
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