Mcu

Noosa Council documents

Docume:

 

PATHWAY & DRIVEWAY NOTES:

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

THE MAXIMUM GRADE OF DRIVEWAYS SHALL
NOTEXCEED 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 ALAYER 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
1 LAYER SL62 MESH.

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

 

 

 

 

 

 

 

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\ PAD LEVEL 107.600m

 

>= -FFL107.900m— —}-

 

 

 

 

 

 

 

 

 

 

 

 

  

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REAL PROPERTY DESCRIPTION:

LOT 6 ON RP: 82318

SITE AREA 501.17sqm.

SITECOVER —195.35sqm (38.98%)

LOCALITY COOROY

LOC.GOV. NOOSA SHIRE COUNCIL
2

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
@DC 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

 

 

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JOINTS ARE REQUIRED IN ALL CONCRETE 5 — <
PATHWAY AND DRIVEWAY SLABS - 9 CONSTRUCTION
3
2
ISOLATION JOINTS MUST BE PROVIDED WHERE £1) | oo! CORPO MING RETIOD OR ate PRIOR TO
ABUTTING EXISTING STRUCTURES, 3}?
a)s =| <t COMMENCEMENT OF ANY WORKS. FINISHED
EXPANSION JOINTS SHALL BE PROVIDED AT 15 >| oa FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
METER CENTRES IN ALL DIRECTIONS. N12 al. Lo AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
DOWEL BARS AT 400 CENTRES ALONG THE SPB | oO COMPLY WITH BCAVOL2 3.1.2.3
JOINTS IN 100mm THICK SLABS, —
§}8 eS | THE FINISHED SURFACE IMMEDIATELY
CRACK CONTROL JOINTS SHALL BE PROVIDED \ Existing So SURROUNDING THE DWELLING, 1000mm WIDE, |S
AT3 METER MAXIMUM CENTRES AND AT \ A\ sewer LINE _\. Garden S—2—_|_|_+-_— 4 TO FALL AWAY FROM THE DWELLING AT A SLOPE
LOCATIONS WHERE THERE IS A LIKELIHOOD A Sy . Top Conduit \ gen Uy /| OF 1 IN 20 MINIMUM TO AN EARTH DRAIN AS
CRACK 2 , RL108.01 Z | / | INDICATED ON THE SITE PLAN.
o a i /
WOULD OCCUR [.e. RE-ENTRANT CORNERS) 105.63 \ SURFACE DRAINAGE IS TO DISCHARGE EVENLY
JOINTS SHALL BE LOCATED SO THE LONGEST - yee X WITHIN THE SITE AND WITHOUT NUISANCE TO
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 ‘S107 63 ‘SEWER LINE \ , ADJOINING PROPERTIES.
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY ° \ \ L_!
ANGLE FORMED BETWEEN JOINTS OR JOINTS
ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
"AND THE SLAB EDGE SHALL BE NO LESS THAN, 1122 Sewer Rising | 50.256 LT sewer Rising Main Pothole JHE PONDING OF WATER
75°, DUE TO THE VARYING NATURE OF OMP Main Pothole Top Condit RL:107.96
PATHWAYS AND DRIVEWAYS, ITIS ADVISABLE
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE 6000 SAX NA SUCPE AS DER BCR ANE I Y.1 FOR
DES NSTRAINTS ARE CONSIDERED IN THE WALL THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO BCA
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
5/RP82318 SLOPING SITES.
THESE NOTES ARE PROVIDED AS A GENERAL
SPECIFICATION ONLY. \ SITE PLAN 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
‘ WITH 65@ AG PIPE BEHIND (TO DISCHARGE TO
REFERENCE SHOULD BE MADE TO ‘CEMENT, \
CONCRETE & AGGREGATE AUSTRALIA - GUIDE i200 APPROVED PLANS BOO TO BE WHOL CONGAINED WINTHRL THE
TO CONCRETE FOR HOUSING 2007, PATHS AND / .
DRIVEWAYS’ AND ‘RESIDENTIAL CONCRETE MCU19/0013 & RAL19/0003 SITE ONLY IF INDICATED ON THE PLANS.
DRIVEWAYS AND PATHS, JULY 2005) NOOSA COUNCIL THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOTTO EXCEED 2.0m
9 MAY 2019 ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL.
THESE DRAWINGS AND DESIGN ARE E COMNENTS DATE
COPYRIGHT AND WILL NOT BE USED oo PROJECT JOB SPECIFICATION BY BUILDER TAKES SITE PLAN
/ OR REPRODUCED BY ANY MEANS, f BY PLANS PROPOSED RESIDENCE PRECEDENCE OVER THESE PLANS
—_ Sp) WHOLLY OR PARTLY WITHOUT PRIOR A feanonos| ax | ew
GJ. Gardner, Bowes | 7 seek senseuren + ere custom cu Sue Giasvenae | ROWECTSTAS
—_ GJ GARDNER HOMES CONSTRUCTION DRAWINGS
Sunshine C t North < Penne AC Be SCALE HEET SIZE] CLASS | WIND ] ISSUE
unsnine Goast No DO_NOT SCALE FROM THIS DRAWING 2 faniana] ac [wr Jowricoxtnciovatrnes CLIENT LOCATION ro cl :
2/171 Noosa Eumundi Rd PH: 07 4 702324 VERIFY ALL DIMENSIONS PRIOR TO E_[i7ia008 | AK | RW | AWENDED CONSTRUCTON DRAWINGS ERHARTER, Robert LOT 6 ON RP82318 INDICATED a
Noosaville , Qld COMMENCEMENT OF ANY SITE WORKS 10 OPAL LANE DRAWING FILENUMBER ] PAGE
AND REFER ANY DISCREPANCIES TO GJGSCN190173 2
. BESPOKE BUILDING DESIGN COOROY, QLD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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pnt Set ID: 20863009
Wetion’ 2 Merson Dates 36/08/2019

Print Date: 13 May 2019, 4:45 PM