Council archive · source document
Development Application - Part 2 of 2 - Covering Letter & Plans · OPW11/0119
Plans and drawings: the text below has words only, no drawings.
Sustainability Requirements
- Provide Greenhouse-efficient hot water Systems
- Provide AAA-rated Shower roses with min 3-star
Water Efficiency and Standards rating
z
- Provide dual-flush (6/3 litre) toilets with min 4-star
Water Efficiency and Standards Rating
- Provide tapware with min. 3-star Water Efficency
Labelling and Standards rating for taps Serving:
(a) Laundry tubs 4
LU
(b) Kitchen Sinks 4 A DEVELOPMENT APPLICATION 29/10/10
(c) Basins V
No. DESCRIPTION DATE
- Provide water pressure-limiting devices
(where water pressure exceeds 500 kilopascals)
- Energy Efficient Lighting 35S sqm min required (50%)
Max. 1.5m high mas. blk wrk CONST. TO BE IN ACCORD. WITH THE OLD. BUILDING ACT 1415-1998 4
retaining wall to engineers THE STANDARD BUILDING REGULATION 1993 AND SHALL COMPLY WITH
details - subject to Site levels ALL LOCAL AUTHORITY REGULATIONS AND REQUIREMENTS.
TIMBER SIZES 4 CONNECTION DETAILS NOT SHONN ARE TO BE IN
ACCORD. WITH A51684-1999 RESIDENTIAL TIMBER-FRAMED
CONSTRUCTION MANUAL FOR WIND SPEED NOMINATED BELOW.
Cross over to be in DO NOT SCALE
accordance with the VERIFY ALL DIMENSIONS AND LEVELS ON SITE BEFORE STARTING WORK.
local authority
regulations
SITE NOTES
GENERAL
SRE LEVELS AND FINISHED FLOOR LEVELS ARE TO BE VERIFIED BY
THE BUILDER BEFORE STARTING WORK.
ALL CUT 4 FILLED EARTH EMBANKMENTS ARE TO BE GRASSED
UNLE55 UNLE55 NOTED OTHERWISE.
SITE DRAINAGE
FOR SLOPING SITES DIVERT SURFACE WATER FROM UPHILL 51DE
AWAY FROM BUILDING.
PROVIDE FALLS TO FINISH GROUND SURFACE TO PREVENT WATER
PONDING AT ANY POINT IN THE VICINITY OF THE BUILDING OR ON THE
COMMON BOUNDARY OF ADJOINING ALLOTMENTS.
ROOF DRAINAGE
DISCHARGE DOYN PIPES TO K. AND C./RW TANK
PLACE DOYN PIPES GENERALLY AS 5HOY44 ON SHEETS 02/03
WASTE DISPOSAL
DISCHARGE YVASTE WATER TO COUNCIL SEWER.
PROPOSED RESIDENCE
Max. 2.2m high mas. blk wrk FOR A. 4 L. THOMAS
retaining wall to engineers
details - Subject to site levels AT LOT 25q MOONARE CRES
NOO5A HEADS
All cut 4 fill batters to
be at 1 in 3 max slope. MEMBER
BUILDING DESIGNERS
La ASSOC. OF QLD INC.
Ucenced under
the QBSA Act
Lic No. 1180286
Site Plan ^?q 7roup Telephone 617 49288011
Facsimile 61 7 49266579
5TYLE • QUAL1TY- INNOVATION
R.P.D. E-mail [email protected]
1:200 Lot Number : 259
Reg./5urvey Plan Number : RP1'19TI2 DESIGNED : JP SPEED C2
Y 4ND PROJECT NUMBER
Parish : WEYBA
County : March DRANK
A^ c^ p 100822 - 01
PLAN
Area : -7g3sgm
CHKD : JP
SIZE: AS SHEET 01 OF 10 SHEETS
REVIT FILE : A
SCALE : As indicated 100822.r,t REV.
PRINT DATE : 11/4/2010 12:43:21 PM
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