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ECM_21734642_v2_Approved Plans MCU 21 0150
Plans and drawings
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Log in to see the plans as drawn PATHWAY & DRIVEWAY NOTES:
APPROVED PLANS REAL PROPERTY DESCRIPTION:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF 1 IN 100 (1%). MCU21/0150 LOT 190 ON MCH 1261
NOOSA COUNCIL SITE AREA 15840 sqm
THE MAXIMUM GRADE OF DRIVEWAYS SHALL R ES 16 DECEMBER 2021 SITE COVER 306 sqm (TBA%)
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE ER V LOCALITY POMONA
NEAR THE MAXIMUM, A TRANSITION ZONE AT
ES LOC. GOV. GYMPIE R.C.
EITHER END MAY BE REQUIRED. REFER TO NCC
38 . TRE
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS.
6
23 ° 84 m
0 3'
E T
00"
CHECK WITH LOCAL AUTHORITY
REQUIREMENTS PRIOR TO CONSTRUCTING ANY
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND
N
ROAD KERB.
CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER.
PROVIDE A LAYER OF SAND A MINIMUM OF
20mm THICK UNDER THE SLAB, COMPACTED
AND LEVELLED.
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND SITE NOTES:
TAPED.
POSITION OF DWELLING TO BE CONFIRMED BY
SLAB THICKNESS SHALL BE:
D
CLIENT PRIOR TO ANY SITE WORKS
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
OA
LAYER SL52 MESH, ALL STORM WATER, DOWN PIPES, RAIN WATER
VEHICULAR DRIVEWAYS (TO 3t GROSS) - TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
SR
100mm THICK WITH
m
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
0"
1 LAYER SL62 MESH.
10
ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
'0
LE
2 .0
AND QDC MP4.2/LOCAL PLANNING SCHEME
25
RU
30mm MINIMUM TOP COVER TO ALL HOUSE CODE
21
9°
REINFORCEMENT, CONCRETE STRENGTH SHALL
29
BE N20 MINIMUM. BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
MANHOLE POSITIONS MATCH THOSE AS SHOWN
JOINTS ARE REQUIRED IN ALL CONCRETE BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
PATHWAY AND DRIVEWAY SLABS - DISCREPANCIES MUST BE BROUGHT TO THE
90° 00' 00"
168.497 m
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
ISOLATION JOINTS MUST BE PROVIDED WHERE RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES, CONSTRUCTION
EXPANSION JOINTS SHALL BE PROVIDED AT 15 CLEARANCE AREA (3800sqm) BUILDER TO DETERMINE APPROPRIATE
METER CENTRES IN ALL DIRECTIONS. N12 PLATFORMING METHOD ON SITE PRIOR TO
DOWEL BARS AT 400 CENTRES ALONG THE COMMENCEMENT OF ANY WORKS. FINISHED
JOINTS IN 100mm THICK SLABS, FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
HSTP AREA (indicative only) AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
CRACK CONTROL JOINTS SHALL BE PROVIDED COMPLY WITH NCC VOL 2 3.1.2.3
AT 3 METER MAXIMUM CENTRES AND AT
LOCATIONS WHERE THERE IS A LIKELIHOOD A THE FINISHED SURFACE IMMEDIATELY
CRACK WOULD OCCUR (i.e. RE-ENTRANT SURROUNDING THE BUILDINGS TO COMPLY WITH
PROPOSED RESIDENCE
25000
CORNERS). JOINTS SHALL BE LOCATED SO THE NCC VOL2, 3.1.3.
LONGEST SIDE OF ANY SLAB PANEL IS NO POSITIONS TBC
MORE THAN 1.5 TIMES THE LENGTH OF THE SURFACE DRAINAGE IS TO DISCHARGE EVENLY
SHORTEST SIDE. WITHIN THE SITE AND WITHOUT NUISANCE TO
FUTURE POOL
ADJOINING PROPERTIES.
ANY ANGLE FORMED BETWEEN JOINTS OR
JOINTS AND THE SLAB EDGE SHALL BE NO LESS 19 25000 ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
69 9x8m SHED
THAN 75°, DUE TO THE VARYING NATURE OF 8 THE PONDING OF WATER.
(by others)
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE CUT AND FILL BATTERS NOT TO EXCEED A
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE 1000 MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
DESIGN. THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
16500
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
THESE NOTES ARE PROVIDED AS A GENERAL 21000 SLOPING SITES.
SPECIFICATION ONLY. GRANNY FLAT
139.690 m 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
REFERENCE SHOULD BE MADE TO 'CEMENT, 179° 35' 00" WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
CONCRETE & AGGREGATE AUSTRALIA - GUIDE 3670
22030 21000 16800 18930 57260 STORMWATER LINE) AND GRANULAR BACKFILL
TO CONCRETE FOR HOUSING 2007, PATHS AND
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE
SITE ONLY IF INDICATED ON THE PLANS.
DRIVEWAYS AND PATHS, JULY 2006'.
SITE PLAN THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
1 : 1000 ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL.
THESE DRAWINGS AND DESIGN ARE ISSUE DATE DRWN CHKD COMMENTS DATE
COPYRIGHT AND WILL NOT BE USED
PROJECT JOB SPECIFICATION BY BUILDER TAKES
OR REPRODUCED BY ANY MEANS,
* 19/08/2021 RW RW CONCEPT FLOOR PLANS
PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS SITE PLAN
WHOLLY OR PARTLY WITHOUT PRIOR A 01/09/2021 RW RW AMENDMENTS - CONCEPTS
CLIENT SALES PROJECT STATUS
WRITTEN PERMISSION FROM - B 02/10/2021 RW RW AMENDMENTS - CONCEPTS
BESPOKE BUILDING DESIGN PRELIMINARY DRAWINGS
Livable|Sustainable|Accessible|Desirable C 04/11/2021 RW RW AMENDMENTS - CONCEPTS
CLIENT LOCATION SCALE SHEET SIZE CLASS WIND ISSUE
P: (07) 41289065 DO NOT SCALE FROM THIS DRAWING D 15/11/2021 RW RW PRELIMINARY DRAWINGS
VERIFY ALL DIMENSIONS PRIOR TO E 23/11/2021 RW RW SHED AND TANKS MOVED LOT 190 ON MCH1261 INDICATED A3 1a E
E: [email protected]
COMMENCEMENT OF ANY SITE WORKS
PO Box 7330, Urangan QLD 4655 9 RULES ROAD DRAWING FILE NUMBER PAGE
QBCC 1257937
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN POMONA, QLD B210717 2
Document Set ID: 21734642
Version: 2, Version Date: 16/12/2021
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