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proposal plans for submission
Attached to the e-mail Multiple Housing Type 2 Duplex Dwelling & Reconfigure A Lot (Community Title Subdivision 2 Lots) - MCU19/0013 & RAL19/0003.
Plans and drawings
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Log in to see the plans as drawn REAL PROPERTY DESCRIPTION:
PATHWAY & DRIVEWAY NOTES:
LOT 6 ON RP: 82318
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A SITE AREA 501.17sqm
MINIMUM FALL OF 1 IN 100 (1%). SITE COVER 195.35sqm (38.98%)
LOCALITY COOROY
THE MAXIMUM GRADE OF DRIVEWAYS SHALL LOC. GOV. NOOSA SHIRE COUNCIL
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
NEAR THE MAXIMUM, A TRANSITION ZONE AT
EITHER END MAY BE REQUIRED. REFER TO BCA
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS.
EMTB/SP293464
18
CHECK WITH LOCAL AUTHORITY
7 /RP8 2 3
N
REQUIREMENTS PRIOR TO CONSTRUCTING ANY
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND
ROAD KERB. 1572 16660 6690
CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER.
Dwelling
PROVIDE A LAYER OF SAND A MINIMUM OF BU BU
OMP
1050
20mm THICK UNDER THE SLAB, COMPACTED 110.47 110.48
WALL
1500
SITE NOTES:
1500
AND LEVELLED.
50.247 Edge Conc
POSITION OF DWELLING TO BE CONFIRMED BY
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE 352°0'
>/= 1200 CLIENT PRIOR TO ANY SITE WORKS
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND 107.6
ALL STORM WATER, DOWN PIPES, RAIN WATER
TAPED.
SLAB THICKNESS SHALL BE: FILL TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1 BY THE HYDRAULIC CONSULTANT/PLUMBER IN
U/G Sewer Compiled Only SEWER LINE
LAYER SL52 MESH,
5550 ACCORDANCE WITH BCA VOL 2 3.1.2 & 3.5.2 AND
VEHICULAR DRIVEWAYS (TO 3t GROSS) - OMP QDC MP4.2/LOCAL PLANNING SCHEME HOUSE
107.5
CODE
261°59'30"
100mm THICK WITH
20.112
1 LAYER SL62 MESH.
.7
PROPOSED RESIDENCE
10 7
BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
30mm MINIMUM TOP COVER TO ALL MANHOLE POSITIONS MATCH THOSE AS SHOWN
OPAL LANE
PAD LEVEL 107.600m
REINFORCEMENT, CONCRETE STRENGTH SHALL FFL 107.900m BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
BE N20 MINIMUM. DISCREPANCIES MUST BE BROUGHT TO THE
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
JOINTS ARE REQUIRED IN ALL CONCRETE RESOLVED PRIOR TO COMMENCEMENT OF
4800
PATHWAY AND DRIVEWAY SLABS - DRIVEW AY/PATH CONSTRUCTION
56 m²
3500
Dwelling
ISOLATION JOINTS MUST BE PROVIDED WHERE (exp. agg) BUILDER TO DETERMINE APPROPRIATE
ABUTTING EXISTING STRUCTURES, PLATFORMING METHOD ON SITE PRIOR TO
COMMENCEMENT OF ANY WORKS. FINISHED
EXPANSION JOINTS SHALL BE PROVIDED AT 15 FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
METER CENTRES IN ALL DIRECTIONS. N12 AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
82°01'02"
20.089
DOWEL BARS AT 400 CENTRES ALONG THE COMPLY WITH BCA VOL 2 3.1.2.3
FILL 107.2
JOINTS IN 100mm THICK SLABS,
2554
THE FINISHED SURFACE IMMEDIATELY
CRACK CONTROL JOINTS SHALL BE PROVIDED SURROUNDING THE DWELLING, 1000mm WIDE, IS
Existing
SEWER LINE
5354
AT 3 METER MAXIMUM CENTRES AND AT TO FALL AWAY FROM THE DWELLING AT A SLOPE
Garden
10
LOCATIONS WHERE THERE IS A LIKELIHOOD A Top Conduit OF 1 IN 20 MINIMUM TO AN EARTH DRAIN AS
IL:105 .69
1 07
Shed
7.
7212
INDICATED ON THE SITE PLAN.
10
4
CRACK RL:108.01
.3
.6
7 .6
10 7
WOULD OCCUR (i.e. RE-ENTRANT CORNERS).
SURFACE DRAINAGE IS TO DISCHARGE EVENLY
JOINTS SHALL BE LOCATED SO THE LONGEST IL:105.63
IL:10 5.66 WITHIN THE SITE AND WITHOUT NUISANCE TO
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 SEWER LINE
SL:107.53 ADJOINING PROPERTIES.
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY
172°0'
ANGLE FORMED BETWEEN JOINTS OR JOINTS
50.256 ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
AND THE SLAB EDGE SHALL BE NO LESS THAN 1122 Sewer Rising Sewer Rising Main Pothole THE PONDING OF WATER.
75°, DUE TO THE VARYING NATURE OF OMP Main Pothole Top Conduit RL:107.96
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
CUT AND FILL BATTERS NOT TO EXCEED A
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE 6000 MAXIMUM SLOPE AS PER BCA TABLE 3.1.1.1 FOR
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE WALL THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO BCA
DESIGN.
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
5/RP82318 SLOPING SITES.
THESE NOTES ARE PROVIDED AS A GENERAL
SPECIFICATION ONLY.
1000 MAXIMUM HIGH TIMBER RETAINING WALLS
REFERENCE SHOULD BE MADE TO 'CEMENT, SITE PLAN WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
STORMWATER LINE) AND GRANULAR BACKFILL
CONCRETE & AGGREGATE AUSTRALIA - GUIDE
TO CONCRETE FOR HOUSING 2007, PATHS AND
1 : 200 BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
SITE ONLY IF INDICATED ON THE PLANS.
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE
DRIVEWAYS AND PATHS, JULY 2005'.
THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
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,
* 17/10/2018 AK RW PRELIMINARY PLANS
PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS SITE PLAN
WHOLLY OR PARTLY WITHOUT PRIOR A 22/10/2018 AK RW RELOCATED, WIDTH REDUCED, EAVES ADDED
CLIENT SALES CHRIS McNEIL PROJECT STATUS
WRITTEN PERMISSION FROM - CUSTOM
B 25/10/2018 AK RW GENERAL AMENDMENTS
GJ GARDNER HOMES CONSTRUCTION DRAWINGS
C 12/11/2018 AK RW GENERAL AMENDMENTS
CLIENT LOCATION SCALE SHEET SIZE CLASS WIND ISSUE
DO NOT SCALE FROM THIS DRAWING D 13/11/2018 AK RW DRAFT CONSTRUCTION DRAWINGS
VERIFY ALL DIMENSIONS PRIOR TO E 17/01/2019 AK RW AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED A3 1a E
COMMENCEMENT OF ANY SITE WORKS
10 OPAL LANE DRAWING FILE NUMBER PAGE
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173 2
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