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Amended plans for DBW
Plans and drawings
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Log in to see the plans as drawn TREE SCHEDULE Tree Legend
PATHWAY & DRIVEWAY NOTES: No. Name T 'Ø' Spr 'Ø' 'H'
1 TREE 0.30 m 8.0 m 12.0 m
REAL PROPERTY DESCRIPTION:
2 TREE 0.30 m 8.0 m 12.0 m
S
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A Ø=Trunk Dia LOT 9 ON RP: 908915
H
MINIMUM FALL OF 1 IN 100 (1%).
3 TREE 0.30 m 8.0 m 12.0 m
H=Tree Height 26.00 TBM Nail in Kerb SITE AREA 41590m²
4 TREE 0.30 m 8.0 m 12.0 m S=Tree
5 PINE 0.30 m 6.0 m 12.0 m Spread AHD RL / m 26.029 LOCALITY COOTHARABA
THE MAXIMUM GRADE OF DRIVEWAYS SHALL (Total Canopy) 25.75
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
6 PALM 0.60 m 4.0 m 4.0 m
∅
LOC. GOV. NOOSA S.C.
7 PALM 0.30 m 5.0 m 8.0 m Power Pole
NEAR THE MAXIMUM, A TRANSITION ZONE AT
8 PINE 0.20 m 3.0 m 4.0 m 25.50 #272170
EITHER END MAY BE REQUIRED. REFER TO NCC
9
74 N
9 PALM 0.50 m 5.0 m 6.0 m
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS. 10 PINE 0.30 m 6.0 m 12.0 m 13 Telstra
11 TREE 0.30 m 4.0 m 6.0 m
25.25
12 TREE 0.30 m 7.0 m 10.0 m
CHECK WITH LOCAL AUTHORITY
2 5.
REQUIREMENTS PRIOR TO CONSTRUCTING ANY 13 TREE 0.30 m 7.0 m 10.0 m
00
14 TREE 0.30 m 7.0 m 10.0 m
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND 2 4.
NE
ROAD KERB. 75
CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER. 24.
50
A
11 43
1
L
PROVIDE A LAYER OF SAND A MINIMUM OF
61 24.
17
25
.4
20mm THICK UNDER THE SLAB, COMPACTED 11
8°
30 40"
OO
AND LEVELLED. m 24.
15
m
00
'
1 4 .1 ' 0 0 "
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE 3 0 2 2
° 3.7
BARRIER MAY BE PROVIDED UNDER THE SLAB IN 94 5
L
SALINE AREAS, LAPPED 200mm AT JOINS AND 23
.50 Property
A
TAPED.
SLAB THICKNESS SHALL BE: 23 Pole
.25
D
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
Post
LAYER SL52 MESH, c e
23 en
DA N
F
&
VEHICULAR DRIVEWAYS (TO 3t GROSS) - EXTENT OF CUT/FILL INDICATIVE ONLY - .00 ire
13
W
W ire
100mm THICK WITH TO COMPLY WITH NCC VOL 2, 3.1.1 t&
79
1 LAYER SL62 MESH. 22 ke
Pic
den
6
.7 5
Fenc
EARTH RETAINING STRUCTURES
Gar
30mm MINIMUM TOP COVER TO ALL (RETAINING WALLS) TO COMPLY WITH
e
REINFORCEMENT, CONCRETE STRENGTH SHALL NCC VOL 2, 3.1.2/AS 4678 22.5
g
0
66
stin
BE N20 MINIMUM.
19
60
22 .
Exi
25
00
JOINTS ARE REQUIRED IN ALL CONCRETE
p
0 om
om
PATHWAY AND DRIVEWAY SLABS -
2 2. 1000
00
p
ISOLATION JOINTS MUST BE PROVIDED WHERE CUT
ABUTTING EXISTING STRUCTURES, 2 1.
201°
15.15
75
EXPANSION JOINTS SHALL BE PROVIDED AT 15
21.5
03' 0
0m
METER CENTRES IN ALL DIRECTIONS. N12 0
DOWEL BARS AT 400 CENTRES ALONG THE Existing Solar
0"
JOINTS IN 100mm THICK SLABS, Panels
21.2
5
CRACK CONTROL JOINTS SHALL BE PROVIDED PROPOSED RELATIVES RESIDENCE
AT 3 METER MAXIMUM CENTRES AND AT PAD LEVEL 22.125m
LOCATIONS WHERE THERE IS A LIKELIHOOD A
CRACK
FFL 22.375m
WOULD OCCUR (i.e. RE-ENTRANT CORNERS).
JOINTS SHALL BE LOCATED SO THE LONGEST
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY 2x 25000l
ANGLE FORMED BETWEEN JOINTS OR JOINTS WATER TANKS
Ga
AND THE SLAB EDGE SHALL BE NO LESS THAN
12 30' 2
18
te
75°, DUE TO THE VARYING NATURE OF
.42
6°
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
6m "
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE FILL
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE 20
.50
0
y
DESIGN. Driv
ewa 11
ck /
l Tra
THESE NOTES ARE PROVIDED AS A GENERAL DRIVEWAY/PATH G rave
ting
SPECIFICATION ONLY. 22 m² Exis
(exp. agg.) 12
REFERENCE SHOULD BE MADE TO 'CEMENT, 13
CONCRETE & AGGREGATE AUSTRALIA - GUIDE 1
TO CONCRETE FOR HOUSING 2007, PATHS AND 10 21.50
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE
DRIVEWAYS AND PATHS, JULY 2006'. 21.25 14
3
2 4 9
21.00
SITE PLAN - DETAIL
1 : 200
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 3 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: E DS RW AMEND CD'S - REFER FRONT PAGE 18/05/21 OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN - DETAIL 18/05/2021 BUILDER SIGNED: ............................. DATE: ..........
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