09/1654 - Preliminary Building Works Assessable Against the Planning Scheme [As Published] · 172009.1654

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SITE NOTES

+ ALL STORMWATER ANO DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3..263.5.2  * CONNECT DOWNPIPES TO ONSITE WATER STORAGE iF APPLICABLE, THEN OVERFLOW TO

AS WELL AS AS/NZS 3500. LEGAL POINT OF DISCHARGE VIA SOmm DIAMETER UPYC STORMWATER PIPE LAID WITH A. Tati, PaQreRTy GuoUP
+ ENSURE 90mm DIAMETER AGRICULTURAL DRAINS ARE PROVIDED TO THE BASE OF ALL MINIMUM FALL OF 1:80, DISCHARGE TO THE SATISFACTION OF THE RELEVANT GL _bxisting
CUTS ANG RETAINING WALLS AND ARE CONNECTED TO THE STGRMWATER SYSTEM VIA. AUTHORITY. . . a (O09 Lic Ma 1173972,
SILT PIT/S TO THE RELEVANT BUILDING REQUIREMENTS. © 2 DOWNPIPES MAX. TO EACH 90mm STORMWATER PIPE, SUBSURFACE PIPES TO BE . 1 ti morsga na
+ THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDING MUST BE ORAINED + 100m DIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING ATurrer | CLT aa EXISUN Enozanasss
AND GRADED TO MOVE SURFACE WATER AWAY FROM THE BUILDING. PROVIDE 4. SLOPE END, IT IS TO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB. GUITERS ” sooaclaukuunccasareadach at
NOT LESS THAN SOmm OVER THE FIRST 100Omm FROM THE BURDING, | TO GE 125mm D SECTION COLORBOND ’ FILL existing RLCOPYRIGHT RP RP RYED IN PART
+ THE HEIGHT OF THE OVERFLOW RELIEF GULLY RELATIVE TO DRAINAGE FITTINGS AND + ALL POOL FENCING SHALL BE MIN. 1200mm KIGH AND INACCCROANCE WITH AS 1926.1 — ‘CR PMOLE INES? Of rsd ser
GROUND LEVEL MUST BE A MINIMUM OF 160mm BELOW THE LOWEST SANITARY FIXTURE > ON SITE SEDIMENT CONTROL AS REQUIRED noe ‘UMLEROIFETY OF PLATA
+ DISCHARGE WASTE TO HSTP OR LEGAL POINT OF CONNECTION + METERBOX LOCATION TBC ON SITE . Fl existing mrorestrceaur, .

+ ALL RETAINING FO BE BY OWNER

 

DESAGN TY L1D FOR THE STRUCTURAL INTEGRITY AND FERFORMAHCE OF THE SMLDING

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IMAGE +
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BUILDING DESIGNS

 
  

 

 

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. PROPOSED RENOVATION

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MANDATORY RAINWATER TANK 3000 PER DUPLEX UNIT, SOOOL PER SINGLE DETACHED DWELLING, FOR . .
WCS, WASHING MACHINE COLO WATER TAPS & EXTERNAL TAPS. LOCATION TBC ON SITE 10 PROVIDE THE
LESSER OF 100m? OR HALF-ROOF CATCHMENT AREA, WITH 15 LITRE FIRST FLUSH OIVERSION AS PER
BUILDER. AUTO SWITCHING DEVICE OR TRICKLE TOP-UP SYSTEM REQUIRED ATTACHED TO TOWN WATER, WITH]
BACKFLOW PREVENTION DEVICE. ALL TANKS 10 BE MIN 450mm FROM SIDE OR REAR BOUNDARY. TANKS:
OVER 2.4M HIGH T0 BE MIN 15M FROM SIDE OR REAR BOUNDARY, RELAXATION REQUIRED FOR TANKS IN GM

FRONT SETBACK. OVERFLOW TO BE CONNECTEO TO LEGAL POINT OF DISCHARGE. . 4 i, i -_ 2

 

 

‘MOTE: SUBATITITION OF AMY STEUCTURAL MEMBERS, SES, GRADES OF ANY VARIATION 1 ANY PART OF THE DESAGH WAL REHDEK HULL AND WOID AMY RE!