G.J - Final Plans

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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PATHWAY & DRIVEWAY NOTES:
LOT 6 ON RP: 82318
SITE AREA 501.17sqm
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
MINIMUM FALL OF 1 IN 100 (1%). SITECOVER —195.35sqm (38.98%)
LOCALITY COOROY
THE MAXIMUM GRADE OF DRIVEWAYS SHALL LOC.GOV. — NOOSA SHIRE COUNCIL
NOTEXCEED 1 IN 5 (20%). WHERE GRADES ARE
NEAR THE MAXIMUM, A TRANSITION ZONE AT
EITHER END MAY BE REQUIRED, REFER TO BCA
VOLUME }, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS. © tt
CHECK WITH LOCAL AUTHORITY Pn 2 =
REQUIREMENTS PRIOR TO CONSTRUCTING ANY A oO
DRIVEWAYS, PATHWAYS OR CROSSOVERS oO oO
BETWEEN THE PROPERTY BOUNDARY AND o N
ROAD KERB. oO Qu /1572 16660 6690
CLEAR THE AREA OF ALL TOPSOIL AND < oO
ORGANIC MATIER. N ~
mM Dwelling BU
PROVIDE A LAYER OF SAND A MINIMUM OF be ; a ew oof
20mm THICK UNDER THE SLAB, COMPACTED es . i 48 B :
AND LEVELLED, 2 Sz 8 az checom SITE NOTES:
50.247 = 2 POSITION OF DWELLING TO BE CONFIRMED BY
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE ——s I 352°0"— CLIENTPRIOR TO ANY SITE WORKS
BARRIER MAY BE PROVIDED UNDER THE SLAB IN 2/= 1200)
SALINE AREAS, LAPPED 200mm AT JOINS AND - =" j igi So = ALL STORM WATER, DOWN PIPES, RAIN WATER
TAPED. TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
SLAB THICKNESS SHALL BE: [ |
\ | BY THE HYDRAULIC CONSULTANT/PLUMBER IN
ase ~75mm THICK WITH 1 Zz \ | 4 ACCORDANCE WITH BCA VOL 2 3.1.2 & 3.5.2 AND
D a Nee ek 7

VEHICULAR DRIVEWAYS (TO 3t GROSS} - = | Tr | / anc MPA.2NOCAL PLANNING SCHEME HOUSE

100mm THICK WITH xy z L i \

TS FESESAMESED Ss]? | bo. pRoroser RESIDENCE BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
30mm MINIMUM TOP COVER TO ALL =e 5 i PAD LEVEL 107.600m [J], “I. Lu Pen Bilson Bano ReCinaaeeay
REINFORCEMENT, CONCRETE STRENGTH SHALL 44LL z >— -FFL 107.900m— x DISCREPANCIES MUST BE BROUGHT TO THE.
BEIN20 MINIMAUN, 2 } = r Zz ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND

E \Z | < RESOLVED PRIOR TO COMMENCEMENT OF
JOINTS ARE REQUIRED IN ALL CONCRETE 6 -—— or | 3
PATHWAY AND DRIVEWAY SLABS - 9 il | DRMEWAYRSTH BE — CONSTRUCTION

oO J as °

ar) ¢ (exp. agg) 3 ! BUILDER TO DETERMINE APPROPRIATE
ABUTTING EXSTNG SRUCTUESS. -— 3(|3 | eo 3 PLATFORMING METHOD ON SITE PRIOR TO
; zl] 2 i. | << COMMENCEMENT OF ANY WORKS. FINISHED

5 / —+— FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
EXPANSION JOINTS SHALL BE PROVIDED AT 15 p___ oO AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
METER CENTRES IN ALL DIRECTIONS. N12 Ald COMPLY WITH BCA VOL 2 3.1.23
DOWEL BARS AT 400 CENTRES ALONG THE SN tere eeces ys 3 fd OR O —
JE INISIIN (LOGrnnn THISRISEABS: Rasa) als THE FINISHED SURFACE IMMEDIATELY
CRACK CONTROL JOINTS SHALL BE PROVIDED = ; - ee ee eee

iS —S>=== rN SEWER LINE
eae talon e a oan Ot i ah oan ea Gea
Ener = a @, RL108.01 INDICATED ON THE SITE PLAN.
WOULD OCCUR [i,e. RE-ENTRANT CORNERS). \ * SURFACE DRAINAGE IS TO DISCHARGE EVENLY
JOINTS SHALL BE LOCATED SO THE LONGEST 1L:105.63 7 4 WITHIN THE SITE AND WITHOUT NUISANCE TO
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 5.107 53 \ SEWER LINE \ \ / ADJOINING PROPERTIES.
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY s \ 172°0' / bi \ /
ANGLE FORMED BETWEEN JOINTS OR JOINTS 7 50.256 . — ts ALL SUB-FLOOR AREAS MUST BE GRADED 70 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 4 Main Pothole ——~ Top Conduit RL:107.96
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE CUT AND FILL BATTERS NOTTO 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
, SITE PLAN WITH 65@ AG PIPE BEHIND [TO DISCHARGE TO

REFERENCE SHOULD BE MADE TO ‘CEMENT, ha gi STORMWATER LINE] AND GRANULAR BACKFILL

CONCRETE & AGGREGATE AUSTRALIA - GUIDE 4:200 BEHIND, TO BE WHOLLY CONTAINED WITHIN THE

TO CONCRETE FOR HOUSING 2007, PATHS AND 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 JORWN|CHED]COMMENTE PROJECT JOB SPECIFICATION BY BUILDER TAKes | DATE
Bey COPYRIGHT AND WILL NOT BE USED r/o) aK | RW |PRELaNARY PLANS PRECEDENCE OVER THESE PLANS SITE PLAN
i GIORORIPARTLY AIRS ERG A } 22/10/2018} AK | RW | RELOCATED, WIDTH REDUCED, EAVES ADDED | PR ° POS ED R ES DENC E
———a rf LLY OR . , CUEN PROJECT STATUS
- CUSTOM SALES CHRIS McNEIL
GJ. Gardner. Hones ee ee & [rare ax [ [oben avout CONSTRUCTION DRAWINGS
. C | 12/11/2018) AK | RW |GENERAL AMENDMENTS
SCALE SHEET SIZE] CLASS | WIND | ISSUE
Sunshine Coast North DO_NOT SCALE FROM THIS DRAWING} 0. [isjivaoiel ax | rw |oRAR CONSTRUCTION DRAWINGS CUENT LOCATION INDICATED! A3 la E
2/171 Noosa Eumundi Rd PH: 07 54 702324 VERIFY ALL DIMENSIONS PRIOR TO € [17/01/2019] AK | RW [AMENDED CONSTRUCTION DRAWINGS ERHARTER, Robert LOT 6 ON RP82318
Noosaville , Qld. COMMENCEMENT OF ANY SITE WORKS = 10 OPAL LANE DRAWING FILENUMBER | PAGE 2
AND REFER ANY DISCREPANCIES TO
BESPOKE BUILDING DESIGN COOROY, QLD GJGSCN190173