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Development application part 2 of 2 · OPW11/0371
u I I u rw u
SCRC CORRESPONDENCE
III
S0047152
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S0047146
THIS IS THE FIRST PART OF A
MULTIPLE PART RECORD
Checklist 1 Part -2--Of
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Page 2
Page 3
7. Expansion j e ll cross linked
0 00 6.Om 6.Om
polyethylene c ompressed
U°o
0
granulated c ju c ti ons.
4. 8. All appropr ia including approval of TP TP TF
. 4 a d
location and
topcrete A 9. Refer proje gs f or verge t ype
AS4586• 0 0 -^
0 Co cross sectio -^I-- 6.Om 6.Om
U-) 0
N J 10. One access
11 . Earthworks X
<
:2 natural surface to be
max. grade
p0
0
00
12. * * Driveway 'e
Alternative 1 profile (Queensland I IL
approval of 6.O m ^{- ---J Imo- 6.O m
Alternative 2 profile 13.
Existing foot COLLECTOR
of 1 in 10.
Prohibited locations shown in a
14. Under specia
- heavy line, based on AS 2890.1
location or
15. All dimension Dimensions are in metres.
IAY The points marked 'X' ore either at the median
on a divided road, or at the intersection of
the main road centreline and the prolongation
of the side road kerb line on an undivided road.
DRIVEWAY PROHIBITED L(
goo,
IGHT ABOVE
OF CHANNEL (mm
1000 1000 Roll over
1'
0 STANCE FROM
OF CHANNEL
T
7 1500
Go
Co
1 zc
transition
11 i^
.r
ry jrface
ry Roll under
in 8 LL-in 20
1 in 6 1500
L %n
Page 4
L
a) 7. 1
Expa n sion j ell cross linked
0
0 6.Om 16.Om
L polyethylene compressed
MO. granulated uctions.
C. 8. All appropri including approval of TP TP TF
d
topcrete A
location and
a a
a
9. Refer proje(
.:AS4586
cross sectio 6.Om 6.Om
J 10 0ne access
11. Earthworks X
z
max. grade
oQ 12. * * Driveway e invert of kerb to ensure
O stormwater i equirement of QUDM
- Alternative 1 profile (Queensland -be varied upon the
approval of
LLAlternative 2 profile 13. Existing foot
6.0m -m i IIIF_- __4 6.0m
COLLECTOR
of 1 in 10.
Prohibited locations shown in a
14. Under specia
heavy line, based on AS 2890.1
location or
15. All dimension Dimensions are in metres.
^ IAY The points marked 'X' are either at the median
on a divided road, or at the intersection of
the main road centreline and the prolongation
of the side road kerb line on an undivided road.
DRIVEWAY PROHIBITED Lc
SECTION
A
Page 5
n)a 7. Expansion joints to be 10mm thick, full depth closed cell cross linked
0
d 00 polyethylene foam (85 - 150 kg/m 3), or 10mm thick compressed
granulated corkboard, installation to manufacturers' instructions.
4.
a,
8. All appropriate permits must be obtained from Council, including approval of TP J TP TI
°a z x
Q o_ a
A location and levels prior to excavation. H
toicrete
0 0 9. Refer project drawings or local authority standard drawings for verge type
AS4SB6 0 0
LCJ 0
cross sections. 6.Om 6.Orn --
N J 10. One access to be constructed per allotment.
z >( ^X X _
11. Earthworks cut and fill batters from edge of driveway to natural surface to be
max. grade at 1 in 10 and fully turfed.
If 00
LC) O
12. * * Driveways must achieve a high point of 250mm above invert of kerb to ensure
stormwater is contained within the road reserve as per requirement of QUDM
(Queensland Urban Drainage manual). This constraint may be varied upon the
L_L Alternative 1 profile approval of the local authority.
6.Om _.rj 1 - --.1 f^- 6.Om
Alternative 2 profile 13. Existing footpath to be transitional to new driveway at a maximum grade COLLECTOR
of 1 in 10. _______ Prohibited locations shown in a
14. Under special circimstances 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.
15. All dimensions in millimetres. Dimensions are in metres.
l AY The points marked 'X' are either at the median
on a divided road, or at the intersection of
the main road centreline and the prolongation
of the side road kerb line on an undivided road.
Reinforced •SL72 DRIVEWAY PROHIBITED Lc
Fabric MIN.
Sand blinding layer 30 MAX
SECTION A-A - BREAKOUT TYPE
*
*
IGHT ABOVE 0 cc LI) 0
cc N LI)
C) N N
OF CHANNEL (mm)
1000 1000 Roll over
>TANCE FROM 0 0
0 1500
OF CHANNEL (m)
T Ca
1500 1500
transition footpath
rface
Page 6
Rain Water Tanks General Notes
Part 3.5.2 of Bwldmg Code of Australia
Rainwater tank with a minimum storage capacity The roof area per downpipe has been
of 5000ltrs is to be provided and reaeve water calculated using Quad /50 eaves gutter
from min /OOma roof catchment area. with mm cross-sectional area of 8000mm2
Water tank is to be connected for external for a rainfall intensity of 251 mmdir.
use and internal use for toilet cestem and (I in 20 years) and downpipe 100mm du. mm.
washing machine cold water taps. Max roof area per downpipe 36m2
Provide downpipes with a screened ramhead Mm fall of gutter 1:500
with mesh 4-Gmm and designed to shed leaves
Min 15 2rs of hnt flush to be dscarded/dvrted TOTAL 281.7m2
before entering tank
Provide mosquito proof screen and vermin trap
Internal futures to have continuous supply of water
provide an automatic switching device prowding
supplementry water from the reticulated town water
supply
'A bxkfow preventiai device is to be installed to
protect potable water within the reticulated town supply
Tank to be sealed to prevent surface stannwater and
!?round water entering the tank. 7.5°fitch
75°Ptch
'A non return valve is to be provided on the cutlet fall
S. Gin-, Pad
before connecting to the stormwatersystem dip
df, 139.Srrrr
76.2ma
DN_ 1-
dPd'
open concrete stcrniwater drain -^^
Roof Drainage Plan
1:300
Lot No. /
5uivey Plan No. /29563 BEVERLEY JORGENSEN
Parish of Weyba BUILDING DESIGN
County of March QBSA Lic. No. 65344
Site Area : 737m2 ABN 74 436 122 668
Renshaw Road, Pinbarren 4568
Local Authority Noosa Counal
Noosa Hinterland
Zoning - Detached Housing Ph/Fax (07) 5485 2333
Climate Zone 2
COPYRIGHT © 2007
Wind Speed Classlficat/on N3 THS DRAWING REUANS THE PROPERTY OF
BEVERLEY JORGENSEN
H AND IS PROVIDED FOR THE USE AS
DESCRIBED BELOW AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
DEVELOPMENT AREAS: WITHOUT WRITTEN PERMISSION
Proposed Ground floor All coneuudwn methods and materials to conglj With:
• The Budding Act 1075
Living : 138.258 m2 • The Building Code o( Australia • 2007
• Queensland Development Code
Verandahs: 55.9/0m2 • Building Regulations 2000
• Relevant Australian Standards
Deck : • Local Govemmnt Planning Scheme
7.800 m2
TOTAL GROUND FLOOR 102.600 m2 Designer is to be consulted prior to any
deviation from the information supplied
on these plans.
Proposed First Floor
Master Suite : 48.590 m2 DO NOT SCALE from these drawings.
Figured dimensions take precedence at
Study/foyer : 28.082 m2 all times
Portico : 7.560 m2
Proposed Residence for
Garage : 40.9CO in2
TOTAL FIRST FLOOR : 125.192 .5q.m. F. McGrath & K Manner
Lot 1 # 13 Jan Street
Street TOTAL DEVELOPED AREA: 227.792m2
Noosa Heads
Drawn: B.A.J.
GGGO 300 G400 G00 II5G0 3000 11700 Date: 22-02-08
Se4Tlan Scale: As indicated
I : 200 Project No: 07-020
Sheet No: 2
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