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Engineering
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STA STA
RDS B85
NDA ND
B85 AR B
DS 85
B85(AU_NZ) B85 STANDARDS 2004 (AU_NZ) B85
200 STANDARDS 2004
(c) 2020 Transoft Solutions, Inc. All rights reserved.
STANDARDS 20 2004 (AU_NZ
(c) 2020 Transoft Solutions,
4 (
(c) 2020 Transoft Inc. All rights reserved.
Solutions, Inc. All
rights reserved.
04 ) STANDARDS 2004 (AU_NZ)
(c) 2020 Transoft Solutions, Inc. All rights reserved.
AU_ (AU
NZ) _N
Z)
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
RPEQ 4928
STANDARDS 2004 (AU_NZ)
SITE BOUNDARY LINE
TRANSITION GRADE
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
PROPOSED DRIVEWAY
SURFACE
THIS DRAWING REMAINS THE PROPERTY OF
TRANSITION GRADE
RL 2.380 1:16
STANDARDS 2004 (AU_NZ)
1:8
1:16
DRIVEWAY CROSSOVER
RL 1.319 LINDSAY CONSULTING PTY LTD AND IS FOR
RL 1.500 1:40
1:8
THE SOLE USE OF THE CLIENT. NO PART
B85
MAY BE USED IN PART OR WHOLE WITHOUT
KERB
2000 5040 2000 2900 VOS
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
B85
DRIVEWAY SECTION
CLIENT AND PROJECT DESCRIPTION
CLOUT DESIGN
OPERATIONAL WORKS
NO. 7 WILLIAM ST
NOOSAVILLE
STANDAR B85 SB85
TAN
B85 B85
DS 2004
(AU_NZ) STANDARDS 2004 B 5 B85
S 28DARD
DAR (AU_NZ)
DSTAN
(c) 2020 Transoft Solutions, Inc. All rights reserved.
(AU_NZ
RDS 2004 2004
STANDARDS )
(AU_NZ)
(c) 2020 Transoft
Solutions, Inc. All
rights reserved.
STANDA
(c) 2020 Transoft Solutions, Inc. All rights reserved.
004 S 2004 (AU_NZ)
(c) 2020 Transoft Solutions,
Inc. All rights reserved.
(AU
_NZ
) DRAWING TITLE
DETAILS
STANDARDS 2004 (AU_NZ)
SCALES
STANDARDS 2004 (AU_NZ)
B85
B85
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 sub-grade REVISION LIST
Expansion Joint A A A ORIGINAL ISSUE 20/11/20
SECTION C - C
50
Compacted sand for
0.5
Break out concrete
Saw cut and remove a
1450 1200 FOOTPATH NOTES footpath between dummy
300mm section of kerb, 250 bedding and backfill.
TO BE CONFIRMED ON-SITE Side joints. Reinstate in
1. Concrete N25 in accordance with AS 1379 and AS 3600. 6. Concrete footpaths, adjoining existing driveways are to be place adaptor then
2. All concrete to be broom finished. transitioned over a minimum 5.0m length. Property accordance with SEQ R-065.
reinstate kerb using N25 SECTION B
3. Contraction/expansion joints, 2m MAX spacing. concrete. Not to scale
7. A street opening permit must be obtained from Council, seek
4. Finished surface tolerance to be maximum +6mm relative approval of location and levels prior to excavation.
-0mm 8. All dimensions in millimetres.
to kerb level and crossfall specified.
SECTION B-B 5. Thickness to be increased to 125mm at residential vehicular
crossings. Reinforce with F72 MIN fabric, 50mm top and edge
cover. Provide a contraction or expansion joint at both ends
of thickened section.
LAYBACK KERB ADAPTOR UPRIGHT KERB ADAPTOR
Private Verge Kerb & Channel Street
Property Pavement
TYPICAL FULL HEIGHT KERB ADAPTORS Computer File
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