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Development Application - Part 2 of 2 - Covering Letter & Plans · OPW11/0119
Plans and drawings: the text below has words only, no drawings.
SCRC CORRESPONDENCE
Place barcode here N B0358731
[1 1 1 1
THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
Part s-- Of Z
Application number: Ot° < < ^ ck k
TAI&AMVIX'S IAMINFORMATION MANAGF.MENT.RECORDS MANAGEMENT\Control of Records\EDRMS\Multi Part Reccy6 Cover Sheet FIRST P AI' do
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29 March 2011
Sunshine Coast Regional Council
Locked Bag 72
SCMC Qld 4567
Dear Sir
RE: ADDITIONAL CROSSOVER
I am applying for an additional crossover to my property at 7 Moonare Crescent Noosa Heads from
Leslie Drive access.
I have attached a plan showing how I will achieve the levels of this additional crossover. I will also
construct this additional crossover in accordance with Sunshine Coast Regional Council's standard
plan R-050 for Residential Driveways.
I look forward to your response and approval of this additional crossover and should you require any
additional information please do not hesitate in contacting me on 0418 458 100.
Regards
Alan Thomas
Owner
Development Counter
Tewantin
Page 4
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
Page 5
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e 2 for attribute iformation
SuV7AWb STORMWATER PLAN
306RP183119
256RP17977Z
14RP126795
295RP179773
MH34789
257RP17977?
294RP179773
1SRP128795
279RP179773
26ORP179772 29ORP179773
18RP128795
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1:000 At A4 Pest alz. Prirtied on 22/08/2010 Sunshine Coast
C C N
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Page 6
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For all Telstra DBYD plan enquiries - Sequence Number: 18820062
. eistra email - [email protected] - - -
For urgent onsite contact onry - ph 1800 653 935 (bus hrs) Exchange Area: NOOS
TELSTRA CORPORATION UMITED A.C.N. 051 776 556 -
Generated On 30/06/2010 20:29:11
The above plan must be viewed in cor4unc Lion with the Mains Cable Plan on the following page
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aelapsed. phase reapply for plan.
Tdstrs plwn and Aft m"m $upprsd we v0d for 60 days ft m Ule data of race If INS Un*w ,e Na
Page 1 of 2
Page 7
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energsX
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Date: 30 Jun 10 Time; 20,13.09
Requecten 9y: DBYD
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Page 9
Page 10
'U «D,oe.W c a r1t As LrNd ^r APFP SIZE A3
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PAPER SIZE A3
Page 11
v I
►
RP 179772
258
RP179772
259
RP179772
►
\11
scale 1: O (A4 page) 2s2
Property & Ownership Details
Address: 7 Moonare ORES, NOOSA HEADS
LotPlan: 259RP179772
Unit or Group Title: F
Unit Name:
Owner:
Owner Addressl:
Owner Address2:
Owner Address3:
Owner Postcode:
Disclaimer: Council accepts no liability for any outcome I Sunshine Coast
resulting from the use of any information on this plan.
All information is indicative only.. Do not attempt to scale!" 30/12/2009 - 3:41 PM
Page 12
Page 13
NOM NOTE:
Dowelled expansion 1. Typical Coipark bay
joint refer to Crossings are not designed for commercial vehicles. Services & rood
dwg SEQ R-065 2. Footpath section to vary where necessary to match concrete footpaths and furnfire wi not be
verge profiles. Footpath earthworks adorning concrete must be well compacted. moved for driveways 1.Om clear of
3. Concrete surface tolerance to be, over 3 metre sections. Stormwater UTM devices
4. Concrete N32 in accordance with AS 1379 and AS 3600. kerb inlet 1.0m Clearance
15
5. Reinforcement fabric to AS 1304, 50 top and edge cover. lop fabric 250. from pit lintel
6. Approved materials for construction:- concrete, paving blocks or asphalt,
refer project drawings.
7. Expansion joints to be 10mm thick, full depth closed cell cross linked .Om 6.Om
polyethylene foam (85 - 150 kg/m 3), or 10mm thick compressed
granulated corkboard, installation to manufacturers' instructions.
8. All appropriate permits must be obtained from Council, including approval of
location and levels prior to excavation. IL
9. Refer project drawings or local authority standard drawings for verge type
cross sections. -+I I- 6.0m 6.Om_I I --} l-6.0m 6.Om
10. One access to be constructed per allotment X_
11. Earthworks cut and fill batters from edge of driveway to natural surface to be
max. grade at I in 10 and fully turfed.
12. * * Driveways must achieve a high point of 250mm above invert of kerb to ensure
stormwater is contained within the rood reserve as per requirement of QUDM ACS
(Queensland Urban Drainage manual). This constraint may be varied upon the 6.Om _J L-6.Om
approval of the local authority.
L-Alternative 2 profile 13. COLLECTOR
Existing footpath to be transitional to new driveway at a maximum grade
of 1 in 10. Prohibited locations shown in a
14. Under special circimstonces Council may approve a rising grade of 1:8 in this heavy line, based on AS 2890.1
location or within 1 metre of the property boundary. 2
Dimensions are in metres.
SPLAYED DRIVEWAY The points marked 'X' are either at the median
on a divided rood, or at the intersection of
the main rood centreline and the prolongation
of the side rood kerb line on an undivided road.
Reinforced 'SL72 DRIVEWAY PROHIBITED LOCATIONS
Fabric MIN.
Sand blinding layer 30 MAX
SECTION A-A - BREAKOUT TYPE
HEIGHT ABOVE ° a° $ N S
INVERT OF CHANNEL (mm) ° "' cr
DISTANCE FROM o ui o In
INVERT OF CHANNEL (m) ° in 'I
1500
transition
Rood surface
Sow cut existing K&C - 50
min depth at invert - break
out and remove back of K&C
DRIVEWAYS
RESIDENTIAL DRIVEWAY
BREAKOUT TYPE
Used in these records
Development Application - Part 2 of 2 - Covering Letter & PlansRelated documentApplication case desk ↗
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