Original source · versioned page text
plans for DBW
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn TREE SCHEDULE Tree Legend ACID SULPHATE SOIL
PATHWAY & DRIVEWAY NOTES: No. Name T 'Ø' Spr 'Ø' 'H'
1 TREE 0.30 m 8.0 m 12.0 m Dwelling to comply with Corrosion REAL PROPERTY DESCRIPTION:
S
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
2 TREE 0.30 m 8.0 m 12.0 m Requirements under the NCC Volume Two,
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 works to comply with tables 3.3.5 (wall ties),
4 TREE 0.30 m 8.0 m 12.0 m SITE AREA 41590m²
S=Tree 3.4.4.7 (severe environment structural steel) &
THE MAXIMUM GRADE OF DRIVEWAYS SHALL
5 PINE 0.30 m 6.0 m 12.0 m Spread LOCALITY COOTHARABA
(Total Canopy) 3.5.1.1 (high environment metal sheet roofing)
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
NEAR THE MAXIMUM, A TRANSITION ZONE AT
8 PINE 0.20 m 3.0 m 4.0 m
EITHER END MAY BE REQUIRED. REFER TO NCC 13650 14610
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 25 26 N
11 TREE 0.30 m 4.0 m 6.0 m .7 .0
25
314.115 m 25 5 0
.5
CHECK WITH LOCAL AUTHORITY 12 TREE 0.30 m 7.0 m 10.0 m
.2
25
0
REQUIREMENTS PRIOR TO CONSTRUCTING ANY 13 TREE 0.30 m 7.0 m 10.0 m 94° 02' 00" 5
24
.0
14 TREE 0.30 m 7.0 m 10.0 m
DRIVEWAYS, PATHWAYS OR CROSSOVERS
0
.75
24
24
24
23
22
23
23.
Power Pole
BETWEEN THE PROPERTY BOUNDARY AND
23
.5
21
22
22
21
#272170
22
.25
0
.00
.50
.75
ROAD KERB.
.25
.5
.7 5
.00
.25
.75
Telstra
.5
00
TBM Nail in Kerb
0
CLEAR THE AREA OF ALL TOPSOIL AND
0
AHD RL / m 26.029
ORGANIC MATTER.
Property
Picket & W ire Fence
Pole
PROVIDE A LAYER OF SAND A MINIMUM OF
6000 OMP
20mm THICK UNDER THE SLAB, COMPACTED
178° 43' 40"
11.430 m
AND LEVELLED.
6450
6450
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE Existing Solar Panels
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND
SITE NOTES:
TAPED. CUT
POSITION OF DWELLING TO BE CONFIRMED BY
SLAB THICKNESS SHALL BE:
CLIENT PRIOR TO ANY SITE WORKS
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1 11667 OMP
LAYER SL52 MESH,
ALL STORM WATER, DOWN PIPES, RAIN WATER
VEHICULAR DRIVEWAYS (TO 3t GROSS) -
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
100mm THICK WITH
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
1 LAYER SL62 MESH. PROPOSED RELATIVES ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
RESIDENCE AND QDC MP4.2/LOCAL PLANNING SCHEME
30mm MINIMUM TOP COVER TO ALL
HOUSE CODE
REINFORCEMENT, CONCRETE STRENGTH SHALL
PAD LEVEL 22.500m
r d en
BE N20 MINIMUM.
BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
DANDALOO LANE
FFL 22.850m
MANHOLE POSITIONS MATCH THOSE AS SHOWN
ng G a
JOINTS ARE REQUIRED IN ALL CONCRETE
BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
en ce
PATHWAY AND DRIVEWAY SLABS -
DISCREPANCIES MUST BE BROUGHT TO THE
Existi
ire F
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
ISOLATION JOINTS MUST BE PROVIDED WHERE
RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES,
&W
1 CONSTRUCTION
P ost
EXPANSION JOINTS SHALL BE PROVIDED AT 15
BUILDER TO DETERMINE APPROPRIATE
METER CENTRES IN ALL DIRECTIONS. N12
PLATFORMING METHOD ON SITE PRIOR TO
DOWEL BARS AT 400 CENTRES ALONG THE
0"
50 m
FILL COMMENCEMENT OF ANY WORKS. FINISHED
JOINTS IN 100mm THICK SLABS,
03' 0
FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
1 5 .1
CRACK CONTROL JOINTS SHALL BE PROVIDED
1000 AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
0 OM
201°
P COMPLY WITH NCC VOL 2 3.1.2.3
AT 3 METER MAXIMUM CENTRES AND AT
LOCATIONS WHERE THERE IS A LIKELIHOOD A
EXTENT OF CUT/FILL INDICATIVE ONLY - THE FINISHED SURFACE IMMEDIATELY
CRACK
DRIVEW AY/PATH TO COMPLY WITH NCC VOL 2, 3.1.1 SURROUNDING THE BUILDINGS TO COMPLY WITH
WOULD OCCUR (i.e. RE-ENTRANT CORNERS). 65 m² NCC VOL2, 3.1.3.
JOINTS SHALL BE LOCATED SO THE LONGEST (exp. agg.) EARTH RETAINING STRUCTURES
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 (RETAINING WALLS) TO COMPLY WITH SURFACE DRAINAGE IS TO DISCHARGE EVENLY
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY NCC VOL 2, 3.1.2/AS 4678 WITHIN THE SITE AND WITHOUT NUISANCE TO
ANGLE FORMED BETWEEN JOINTS OR JOINTS ADJOINING PROPERTIES.
AND THE SLAB EDGE SHALL BE NO LESS THAN
75°, DUE TO THE VARYING NATURE OF
20
.2 ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE 5 6 THE PONDING OF WATER.
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE 20 Existi
ng G
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE .0 ravel CUT AND FILL BATTERS NOT TO EXCEED A
0 Track
/ Driv
DESIGN. eway MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
20 THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
THESE NOTES ARE PROVIDED AS A GENERAL .5 CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
SPECIFICATION ONLY.
0
7 SLOPING SITES.
Gate
REFERENCE SHOULD BE MADE TO 'CEMENT, 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
20
186° 30' 20"
CONCRETE & AGGREGATE AUSTRALIA - GUIDE 8 9
12.426 m
.7 WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
TO CONCRETE FOR HOUSING 2007, PATHS AND 5 STORMWATER LINE) AND GRANULAR BACKFILL
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS AND PATHS, JULY 2006'. 11 SITE ONLY IF INDICATED ON THE PLANS.
21 10
.0
0 THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
21
.2 OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
SITE PLAN - DETAIL 5 21
.5 0 12 ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
1 : 200 AUTHORITY APPROVAL.
13
© 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 GJGSCN19073 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:
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN - DETAIL 11/03/2021 BUILDER SIGNED: ............................. DATE: ..........
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.