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Appendix B - New Dwelling Plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
PATHWAY & DRIVEWAY NOTES:
REAL PROPERTY DESCRIPTION:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF 1 IN 100 (1%). LOT 2 ON RP: 196994
SITE AREA 16.25ha
BUSHLAND
THE MAXIMUM GRADE OF DRIVEWAYS SHALL SITE COVER 491.6 sqm
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE LOCALITY KIN KIN
NEAR THE MAXIMUM, A TRANSITION ZONE AT
EITHER END MAY BE REQUIRED. REFER TO NCC
LOC. GOV. NOOSA R.C.
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS. (2
3 7.
25 47
CHECK WITH LOCAL AUTHORITY 8° )
01
REQUIREMENTS PRIOR TO CONSTRUCTING ANY '30
"
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND 143.25
ROAD KERB. BUSHLAND
CLEAR THE AREA OF ALL TOPSOIL AND 143.50
ORGANIC MATTER.
N
0
00
41
PROVIDE A LAYER OF SAND A MINIMUM OF
20mm THICK UNDER THE SLAB, COMPACTED
AND LEVELLED.
143.75
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND SITE NOTES:
VI E
BUSHLAND
TAPED.
VI
WS
144.00
EW
POSITION OF DWELLING TO BE CONFIRMED BY
S
SLAB THICKNESS SHALL BE: CLIENT PRIOR TO ANY SITE WORKS
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
PROPOSED POOL
LAYER SL52 MESH, ALL STORM WATER, DOWN PIPES, RAIN WATER
VEHICULAR DRIVEWAYS (TO 3t GROSS) - POOL FENCING/GATE TO TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
100mm THICK WITH AS1926.1 & 2 (NOT SHOWN) BY THE HYDRAULIC CONSULTANT/PLUMBER IN
1 LAYER SL62 MESH. ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
AND QDC MP4.2/LOCAL PLANNING SCHEME
30mm MINIMUM TOP COVER TO ALL HOUSE CODE
REINFORCEMENT, CONCRETE STRENGTH SHALL PROPOSED RESIDENCE
BE N20 MINIMUM. BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
PAD LEVEL 143.750m
MANHOLE POSITIONS MATCH THOSE AS SHOWN
JOINTS ARE REQUIRED IN ALL CONCRETE FFL 144.150m
BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
PATHWAY AND DRIVEWAY SLABS -
o ad DISCREPANCIES MUST BE BROUGHT TO THE
nR
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
ISOLATION JOINTS MUST BE PROVIDED WHERE
Ki
VIEW RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES, S
VI E CONSTRUCTION
Kin6
WS
EXPANSION JOINTS SHALL BE PROVIDED AT 15
n a 118.5 7'40" BUILDER TO DETERMINE APPROPRIATE
mo
METER CENTRES IN ALL DIRECTIONS. N12 Existing PLATFORMING METHOD ON SITE PRIOR TO
°5
DOWEL BARS AT 400 CENTRES ALONG THE 87 House
62
Po
143.50 1 COMMENCEMENT OF ANY WORKS. FINISHED
Well Away
0
JOINTS IN 100mm THICK SLABS, FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
40
2 3 48 '
AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
26
5 . 30
CRACK CONTROL JOINTS SHALL BE PROVIDED 1
5°
COMPLY WITH NCC VOL 2 3.1.2.3
79 "
7 8 47
AT 3 METER MAXIMUM CENTRES AND AT 8 33 ° 0 .6 7
to 37 1'3
97 '
LOCATIONS WHERE THERE IS A LIKELIHOOD A 0"
04
Po THE FINISHED SURFACE IMMEDIATELY
8°
)
CRACK WOULD OCCUR (i.e. RE-ENTRANT m 85 SURROUNDING THE BUILDINGS TO COMPLY WITH
16
on
0.
04
CORNERS). JOINTS SHALL BE LOCATED SO THE
2
a NCC VOL2, 3.1.3.
(1
Ki
0
LONGEST SIDE OF ANY SLAB PANEL IS NO n
00
Ki Existing (
41
MORE THAN 1.5 TIMES THE LENGTH OF THE n
Ro House 2 5 23 7 SURFACE DRAINAGE IS TO DISCHARGE EVENLY
143.25 8 ° .4 7
SHORTEST SIDE. ad Well Away 01 ) WITHIN THE SITE AND WITHOUT NUISANCE TO
'30
" ADJOINING PROPERTIES.
ANY ANGLE FORMED BETWEEN JOINTS OR TBM Nail in Dumpy 143.00 PROPOSED RESIDENCE
JOINTS AND THE SLAB EDGE SHALL BE NO LESS AHD RL / m 142.586 PAD LEVEL 143.750m
142.75 Bush Land ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
THAN 75°, DUE TO THE VARYING NATURE OF FFL 144.150m THE PONDING OF WATER.
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE 142.50
0"
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE
°0'4
CUT AND FILL BATTERS NOT TO EXCEED A
. 79
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
28 5
14 5
DESIGN. THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
THESE NOTES ARE PROVIDED AS A GENERAL SLOPING SITES.
SPECIFICATION ONLY.
Existing
House 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
5
REFERENCE SHOULD BE MADE TO 'CEMENT,
5"
2 .2
. 94
Well Away WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
°1'3
CONCRETE & AGGREGATE AUSTRALIA - GUIDE
14
32 7
STORMWATER LINE) AND GRANULAR BACKFILL
TO CONCRETE FOR HOUSING 2007, PATHS AND
32 5
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE SITE ONLY IF INDICATED ON THE PLANS.
DRIVEWAYS AND PATHS, JULY 2006'.
THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
4 13 OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
5 5 ° 0 .1 ABOVE FINISHED GROUND LEVEL, ONLY IF
'40"
INDICATED ON THE PLANS AND TO LOCAL
SITE PLAN - DETAIL SITE PLAN AUTHORITY APPROVAL.
Bush Land
1 : 500 1 : 5000
© 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
MONTVILLE 462 ASPECT HOUSE
CLIENT: PROJECT: PROPOSED RESIDENCE 2 A3 * RW RW CONCEPT FLOOR PLAN 28/06/22 THEY ACCURATELY DEPICT THE HOUSE FOR
CONSTRUCTION.
SANDRA & RICHARD MATHISON JOB NUMBER: B RW RW AMENDED CONCEPTS 03/08/22
(MODIFIED) PLANS LOT 2 ON RP196994 GJGG430718 C RW RW AMENDMENTS - PRELIMS 29/09/22 JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
WOJTEK STAINWALD RESORT FACADE 1073 POMONA - KIN KIN ROAD SALESPERSON: D RW RW AMENDMENTS - PRELIMS 01/11/22
DRAWING TITLE:
QLD QLD KIN KIN, QLD CHRIS McNEIL E RW RW AMENDMENTS - PRELIMS 21/12/22 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: F RW RW CONSTRUCTION DRAWINGS 04/05/23 OWNER SIGNED: ............................... DATE: ..........
QBCC 1285235 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN 13/07/2023 G RW RW GARAGE BIGGER 13/07/23 BUILDER SIGNED: ............................. DATE: ..........
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