Original source · versioned page text
Attachment A Proposal Plans
Attached to the e-mail Multiple Housing Type 2 Duplex - MCU17/0559.
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.
DRAWING REGISTER DEVELOPMENT APPLICATION
CONCEPT PRELIMINARY DAY
MONTH
24
11
28
11
SUBMISSION
CONTRACT CONSTRUCTION YEAR 17 17
DRAWING SHEET REGISTER DRAWING NO. ISS. PROPOSED DUPLEX FOR:
COVER SHEET 000 07 08
AMENDMENT NOTES 00A CLIENT NAME: J & C GUERREIRO
JOB NOTES 00N
SITE PLAN 001 07 08
SITE LOCATION: 16 GRANT STREET,
LOWER FLOOR PLAN 100 07 08 NOOSA HEADS
UPPER FLOOR PLAN 101 07 08
ROOF PLAN 200
ELEVATIONS 300 07 08
ELEVATIONS 301 07 08
SECTIONS 401 07 08
SECTIONS 402 07 08
GROUND FLOOR SLAB PLAN 500
INTERNAL - KITCHEN 600
INTERNAL - ENSUITE 601
INTERNAL - LAUNDRY + PDR 602
INTERNAL - WET ROOM + BAR 603
LOWER FLOOR ELECTRICAL 700
UPPER FLOOR ELECTRICAL 701
DOOR & WINDOW SCHEDULE 800
STANDARD DETAILS 900
STANDARD DETAILS 901
PERSPECTIVES 3D01 07 08
FACADE
1 ARTISTIC IMPRESSION ONLY
PRELIMINARY DRAWING - NOT FOR CONSTRUCTION
Disclaimer: Revision Notes: Drawn By: EK Checked by: TG Dwg size: 1:100 @ A3 Proposed new residence for: Job No: Drawing Status:
H4 - PLAN DESIGN BUILD © COPYRIGHT Revision: 08
The information in these drawings pertaining to Rev. Date Amendment notes:
H4R016GRAN PRELIMINARY
dimensions, heights & details are for information 08 28/11/17 DA APPLICATION
J & C GUERRRIRO
Head office: P 1300 293 029 All plans are copyright and only and not be relied upon. Specific dimensions, 08 04/12/17 DA APPLICATION
JR Concept Design Date: 04/12/17
LG5, 77 Oxford St E: [email protected] remain the property of H4 heights & details are subject to change during
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:
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 16 GRANT STREET, NOOSA COVER SHEET 000
Bulimba Qld, 4171 ABN: 36 159 311 921 permission of H4 Living & material changes
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Full text of sections 2 to 4 (of 11)
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 6000 21782 7000
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 11 12
10 EP20.72480 20 49 FE 4 FE
03
7
FE .78 1 FE .49 1 0.0 80
.19 FE .71 8 FE
.25
6 27 18
10 20 51 03 11 03 FE 9
2080
10 01.L 03 04
07 20 08 EP .71 .77 CO 03 0.0 45 TR 00 04 04
FE .04 4
20 .33
KL .37 2 KI 02 8
01
PP .67 0
01
PA
01 0 EP
01
0 R PA
LI NG
11 34|782 TR 00
0.4
11
11 24 68 11
0.4
00
5 18
04
SL
KI 01 G0
1 PA
G0
2 11
0.0 41
TR 00
0.5
Garden 00
4 18
EUC
67 .38
23 TR
BR .83 2W0 1
6
24 116966
TR23.81
BRW0.89
7
SIL
KY
OAK
2 SL 0.0 36 ALYP W01 TIM 1 9TIM
3. EARTHWORKS
00 W01
0. 5 TR
Sewer U/G - Shown from Records
00
0.2
36
PO
INC 11
11
110 46
0.
T BE
R
11
BE
1111R
2
S
23237565
4 0. 7 10
00
3 10 IAN
A 23 72
.59
AW 73
Section 3
23
.63
00
CO0 011.U
23 74
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 02
.62
ST 4 11
N 76
TE 23
stage and builder shall verify and adjust as required.
MP
10
20 13 20.30
10
12
CO0.73 7
2 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
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
331°48'10" 17.099m
N NI 7
BR .73 3
4. SEWERAGE AND STORMWATER
K W02
20. TIM
BE R
03
56 11
23 71 11 16
4
11
All sewerage and stormwater drainage shall comply with TB .64 59 86
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
.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
12940
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
20 64 01 BE R OL
25 38 ST .84 7
FE
Section 4
04
4
.63 .83 02
CO0 1 ST 7 PO
1 02.L
downpipes/drainage pipes shall be in accordance with
OL
SW
TELS
TR PO
A OL 12
11
0.0 00 25 39
Kerb & Channel
ST .83 9
LOT 87 - 595m²
00 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
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
DE
CK
PO
OL
12
25 51
ST .80 9
04
P1
12
25 46 02.F
ST .83 3
to construction.
PO
03
02.F OL
PO
16
OL
12 12
25 47
ST
.83
02.F
9
PO
12
25
48
OLST .83
12
25 49
ST .83 4
25 50
ST
.75
02.F
6
PO
OL
4
02.F7 02.F
PO PO
OL OL
6. RETAINING The text continues on section 5.