Council archive · source document
201343Ow(D) · OPW21/0107
Attached to the e-mail Operational Works Application OPW21/0107 - 7 William St Noosaville - Pivotal Perspective.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
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STANDARDS 2004 (AU_NZ) S
STANDARDS 2004 (AU_NZ)
(c) 2021 Transoft Solutions, Inc. All rights
STANDARDS 2004 (AU_NZ) 004
reserved.
(c) 2021 Transoft Solutions, Inc. All rights reserved.
B85 (AU
STANDARDS 2004 (AU_NZ)
STANDARDS 2004 (AU_NZ) _N
(c) 2021 Transoft Solutions, Inc. All rights reserved.
Z)
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
B85
B85 RPEQ 4928
STANDARDS 2004 (AU_NZ)
OFF.(AU_NZ)
STANDARDS 2004
(c) 2021 Transoft Solutions, Inc. All rights reserved.
2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
B85 THIS DRAWING REMAINS THE PROPERTY OF
STANDARDS 2004 (AU_NZ)
STANDARDS 2004 (AU_NZ)
(c) 2021 Transoft Solutions, Inc. All rights reserved.
STANDARDS 2004 (AU_NZ)
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
B85
PRIOR EXPRESS WRITTEN CONSENT OF
B85
LINDSAY CONSULTING PTY LTD
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CLIENT AND PROJECT DESCRIPTION
CLOUT DESIGN
OPERATIONAL WORKS
ST
AN S NO. 7 WILLIAM ST
STA DA TANDA
ND RD B RDS B85 B85 NOOSAVILLE
DS B85
AR
S 8 200
20 5 STANDARDS 2004 (AU_NZ)
All rights reserved.
(c) 2021 Transoft Solutions, Inc.
200 4 (
4 ( 04 AU_
AU NZ)
_N (A
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NZ
) DRAWING TITLE
DETAILS
STA
ND
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STANDARDS
STANDARDS 2004 (AU_NZ)
DS
B825004 (c)
2021
Trans
oft
Soluti
ons,
Inc.
All
rights
reserv
ed.
STANDARDS 2004 (AU_NZ)
SCALES
(AU
B820504 (AU_NZ)
B85
_N
SITE BOUNDARY LINE
TRANSITION GRADE
Z)
PROPOSED DRIVEWAY
B85
SURFACE TRANSITION GRADE
RL 2.380 1:16
1:8 DRIVEWAY CROSSOVER
RL 1.319
1:16 1:40
RL 1.500
1:8
KERB
2000 5040 2000 2900 VOS
DRIVEWAY SECTION
NOTES:
1. Kerb adaptors and other ancillary components within verge are to conform to AS 2179.1
for Metal Fittings. Kerb adaptors cast in marine grade aluminium are preferred.
2. Roofwater/Stormwater drains are to transport only clean stormwater runoff from
SURVEY DATUM
roofed or otherwise uncontaminated areas.
Approved Metal kerb adaptor to be full
.
Property Line
height of kerb and to conform with kerb 3. The requirements AS 3500.3.1 Stormwater drainage - Performance requirements and the
Reinstate concrete and channel profile. Inverts of the kerb Queensland Building Code Regulations are to be met.
footpath where adaptor and channel are to match.
required. (see plan) 4. Roofwater/Stormwater drain outlets are not to be positioned within 5 metres of the
B upstream side of a catchpit (measured from the nearest catchpit component). This is so
Expansion joints:
Types 1 and 2 at 16.0m centres
as to not compromise the capture efficiency of the catchpit. Outlets in this area are to
discharge into the catchpit. The maximum discharge of stormwater drainage allowable to
ASSOCIATED CONSULTANTS
council's kerb & channel street drainage system at any one location is 25 litres/second.
Types 3 at 6.0m centres
Type 1. 10 thick, full depth closed cell cross linked 5. Council approval is required to connect to stormwater infrastructure such as manholes,
polyethylene foam (85-150kg/m ) catchpits and the like.
Type 2. 10 thick compressed granulated cork board
Type 3. Connolly Key Joint with 100mm thick concrete 6. An alternative roofwater/stormwater drain within the verge is two continual lengths of
Installation to manufacturers' instructions B 100mm ID uPVC Roofwater/Stormwater drain 125x75x3 hot dipped galvanised RHS at a grade no flatter than 1 in 200 and cut to finish
(AS1260) min class SN10 with a grade no B flush with the kerb profile. All cut ends are to be cold galvanised and the kerb
flatter than 1 in 200 (5mm in 1m). reinstated.
7. Council's policy is that provision and maintenance of private roofwater/stormwater
drains are the responsibility of the property owner. The property owner is also
responsible for verge restoration to original conditions after construction.
1200
8. Appropriate measures are to be then to ensure work site safety during construction.
C C 9. Verge services (Telstra/Energex etc) are normally deeper than standard
roofwater/stormwater drains but the position of services should be investigated. "Dial
before you dig" should be contacted in this regard.
10. The minimum requirement for an allotment (Including subdivisions) is the provision of
2nd connection
Pro two kerb adaptors with pipe drainage to the far edge of the concrete footpath and the
Contraction joints at 2.0m centres:
B p
Slo erty
where required. two kerb adaptors only where no concrete footpath is provided. Kerb outlets are
25 deep x 6 wide recess, saw cut, PLAN pe Refer note 10. generally to be 0.5m and 1m from the lowest side boundary and clear of unformed
100 or as specified
pedestrian walkways.
or crack inducer 25 deep.
refer note 5
F72 Fabric (CENTRAL)
.
0.5
*
Growing medium
50mm minimum.
Contraction joint Compacted See the original
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