Operational Woks Application OPW18-0071, Plans 2 of 2 · OPW18/0071

 

PATHWAY & DRIVEWAY NOTES:

ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF TIN 100 (1%).

THE MAXIMUM GRADE OF DRIVEWAYS SHALL
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.

CHECK WITH LOCAL AUTHORITY
REQUIREMENTS PRIOR TO CONSTRUCTING ANY
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND.
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

TAPED.

SLAB THICKNESS SHALL BE:
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
LAYER SL52 MESH,
VEHICULAR DRIVEWAYS (TO 3t GROSS) -
100mm THICK WITH
| LAYER SL62 MESH.

30mm MINIMUM TOP COVER TO ALL
REINFORCEMENT, CONCRETE STRENGTH SHALL
BE N20 MINIMUM.

JOINTS ARE REQUIRED IN ALL CONCRETE
PATHWAY AND DRIVEWAY SLABS -

ISOLATION JOINTS MUST BE PROVIDED WHERE
ABUTTING EXISTING STRUCTURES,

EXPANSION JOINTS SHALL BE PROVIDED AT 15
METER CENTRES IN ALL DIRECTIONS, N12
DOWEL BARS AT 400 CENTRES ALONG THE
JOINTS IN 100mm THICK SLABS,

CRACK CONTROL JOINTS SHALL BE PROVIDED
AT 3 METER MAXIMUM CENTRES AND AT
LOCATIONS WHERE THERE IS A LIKELIHOOD A
CRACK

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
ANGLE FORMED BETWEEN JOINTS OR JOINTS
AND THE SLAB EDGE SHALL BE NO LESS THAN
75°, DUE TO THE VARYING NATURE OF
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE
DESIGN.

THESE NOTES ARE PROVIDED AS A GENERAL
SPECIFICATION ONLY.

REFERENCE SHOULD BE MADE TO ‘CEMENT,
CONCRETE & AGGREGATE AUSTRALIA - GUIDE
TO CONCRETE FOR HOUSING 2007, PATHS AND
DRIVEWAYS’ AND RESIDENTIAL CONCRETE
DRIVEWAYS AND PATHS, JULY 2005’.

i Sl

 

4°36'50"

    

 

 

   

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

71.0
92.0 RETAINING
L} WALL BY
8 OWNER
93.0 4 *] | J92.0
} os 450
PROPOSED RESIDENCE), 4
int S [Sq
740 PAD LEVEL 94.000m-—=_r[ 03.0 g
FL tomy H3000 ©
950 [eto tol OM
x 450
Fa 3
y gq
z 94.0
96.0 a)

 
 

28502:

96.0

BREWERS ROAD

 

3 9°58'00" 95.0
bd

TE PLAN

00

 

REAL PROPERTY DESCRIPTION:

LOT 37 ON 254354
SITE AREA 1877 sqm
SITE COVER 209 sqm {11.1%}
LOCALITY COORAN
LOC. GOV, SUNSHINE COAST R.C.
N
SITE NOTES:

POSITION OF DWELLING TO BE CONFIRMED BY
CLIENT PRIOR TO ANY SITE WORKS

ALL STORM WATER, DOWN PIPES, RAIN WATER
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
ACCORDANCE WITH BCA VOL 2 3.1.2 & 3.5.2 AND
QDC MP4,2/LOCAL PLANNING SCHEME HOUSE
CODE

BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
MANHOLE POSITIONS MATCH THOSE AS SHOWN
BASED ON LOCAL AUTHORITY DOCUMENTS, ANY
DISCREPANCIES MUST BE BROUGHT TO THE
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
RESOLVED PRIOR TO COMMENCEMENT OF
CONSTRUCTION

BUILDER TO DETERMINE APPROPRIATE
PLATFORMING METHOD ON SITE PRIOR TO
COMMENCEMENT OF ANY WORKS. FINISHED.
FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
COMPLY WITH BCA VOL 2 3.1.2.3

THE FINISHED SURFACE IMMEDIATELY
SURROUNDING THE DWELLING, 1000mm WIDE, IS
TO FALL AWAY FROM THE DWELLING AT A SLOPE
OF 1 IN 20 MINIMUM TO AN EARTH DRAIN AS
INDICATED ON THE SITE PLAN.

SURFACE DRAINAGE IS TO DISCHARGE EVENLY
WITHIN THE SITE AND WITHOUT NUISANCE TO
ADJOINING PROPERTIES.

ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
THE PONDING OF WATER.

CUT AND FILL BATTERS NOT TO EXCEED A
MAXIMUM SLOPE AS PER BCA TABLE 3.1.1.1 FOR
THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO BCA
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
SLOPING SITES.

1000 MAXIMUM HIGH TIMBER RETAINING WALLS
WITH 65@ AG PIPE BEHIND (TO DISCHARGE TO
STORMWATER LINE) AND GRANULAR BACKFILL
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
SITE ONLY IF INDICATED ON THE PLANS.

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.
va THESE DRAWINGS AND DESIGN ARE SSUE| DATE ORWN/CHKD COMMENTS PROJECT DATE
ms COPYRIGHT AND WILL NOT BE USED + DESIGN RECEIVED & AGCEPTED
D e S (9 ke OR REPRODUCED BY ANY MEANS, 9/2/2017) RW | RW | PRELMINARY PLANS PROPOSED RESIDENCE SITE PLAN
a : wotly as MRION TROL PRIOR A |11/01/2018) RW | RW |GENERAL AMENDMENTS CLIENT SALES PROJECT STATUS
Mi -
vst witeo building design BESPOKE BUILDING DESIGN B (31/01/2018 AB | RW. | CONSTRUCTION DRAWINGS CONSTRUCTION DRAWINGS
os _
Principat Pests ovecter os DO NOT SCALE FROM THIS DRAWING C | 10/03/2018} RW | RW [RETAINING WALL ADDED CLIENT LOCATION NOCATED “3 “A a ‘C
ee ras. VERIFY ALL DIMENSIONS PRIOR TO MACINTOSH, Douglas LOT 37 ON $P254354
E [email protected] COMMENCEMENT OF ANY SITE WORKS DRAWING FILENUMBER | PAGE
ee AND REFER ANY DISCREPANCIES TO BREWERS ROAD BI7I211 2
BESPOKE BUILDING DESIGN COORAN, QLD