55 front
35 rear
1490
Kiln dried selected Jarrah
clear finish as specified
471
FOOT
Polished cast bronze
armrest joined to leg
with silicone
M6 grub screw
M12 galv. ms. threaded rod.
Polished cast aluminium
leg
paving
depth
559
539
50 x 10mm galvanised steel
flat strap bolted to legs with
security bolts
PAVING FINISH
including bed.
FRONT ELEVATION
END ELEVATION
(1:20)
(1:20)
300
Grub screw (behind) to
secure seat leg to rod
(rod by installer)
200
Chemical Injection System,
as Hilti, or equal approved.
Concrete pad, or cement
stabilised quarry rubble.
FOOTING HOLE CENTRES
1600
Polished cast bronze
armrest joined to leg
with silicone
Brass ferrule heads
exposed
DESIGNED
DRAWN
TL
JR
CHECKED
CERTIFIED
DATE
SCALE
DRWG No.
Cut away view
of leg fixings
Foot fixings,
see details
FOOTING HOLE CENTRES
1645
14Ø hole
100
FOOTING HOLE
CENTRES
(525)
2 X 50mm x 10mm galvanised
steel brackets
100Ø nom.
SECTION THROUGH FOOT SHOWING
CONNECTION DETAIL TO GROUND
FOR FRONT AND REAR FEET.
TOP
LEG (inside view)
FOOT - FIXING DETAIL
(1:20)
(1:20)
(1:5)
TL
CONSTRUCTION STANDARD
Furniture
RS
ADELAIDE SUITE
Seat
04/2001
as shown
 COPYRIGHT
C-FS-101-01
This document produced by City of Adelaide shall not copied without written consent.
F 110
01
2200
FOOT
2000
600
Polished cast bronze armrest
joined to leg with silicone
Grub screw (behind) to
secure seat leg to rod
(rod by installer)
35
Chemical Injection System,
as Hilti, or equal approved.
END ELEVATION
(1:20)
(1:20)
300
FRONT ELEVATION
2 X 50mm x 10mm galvanised
steel brackets
PAVING FINISH
including bed.
200
50 x 10mm galvanised steel
flat strap bolted to legs with
security bolts
450
Polished cast aluminium leg
M12 galv. ms. threaded rod
paving
depth
M6 grub screw
550
Jarrah clear finish
as specified
Polished cast bronze armrest
joined to leg with silicone
Concrete pad, or cement
stabilised quarry rubble.
Brass ferrule heads
exposed
100
FOOTING HOLE
CENTRES
(490)
Cut away view
of leg fixings
DRAWN
100Ø nom.
SECTION THROUGH FOOT SHOWING
CONNECTION DETAIL TO GROUND.
Foot fixings,
see details
FOOTING HOLE CENTRES
(2120)
DESIGNED
14Ø hole
TOP
LEG (inside view)
FOOT - FIXING DETAIL
(1:20)
(1:20)
(1:5)
TL
JR
CHECKED
CERTIFIED
DATE
SCALE
DRWG No.
TL
CONSTRUCTION STANDARD
Furniture
RS
ADELAIDE SUITE
Bench
04/2001
as shown
 COPYRIGHT
C-FS-102-01
This document produced by City of Adelaide shall not copied without written consent.
F 120
01
Galvanised mild steel
internal angle frame
FIXING BRACKET
Fixings
Budget lock
Chain from bin frame to
door, screwed in place
Door in open position
PLAN
(1:20)
(1:20)
Polished Bronze/Aluminium
top section
925 nom.
Galvanised woven wire mesh,
powdercoated 'Dulux Charcoal
Metallic Gloss 18796'
or equivalent.
Adjustable levelling
feet
DRAWN
JR
CERTIFIED
DATE
SCALE
DRWG No.
10Ø hole
Fixing brackets
100Ø nom.
Fixings,
see details
650 nom.
CHECKED
Concrete pad, or cement
stabilised quarry rubble.
100
Galvanised mild steel
internal angle frame
50 nom.
Door opens, for fixing
and bin removal.
TL
Chemical Injection System,
as Hilti, or equal approved.
300
Polished Bronze/Aluminium
top section
DESIGNED
PAVING FINISH
including bed.
200
TOP
M8 galv. ms. threaded rod
paving 30
depth
FIXING HOLE CENTRES
(to suit supplied enclosure)
Polished Bronze/Aluminium
top section
FIXING HOLE CENTRES
(to suit supplied enclosure)
FRONT ELEVATION
SECTION
FIXING DETAIL
(1:20)
(1:20)
(1:5)
TL
CONSTRUCTION STANDARD
Furniture
RS
ADELAIDE SUITE
Bin Enclosure
05/2001
as shown
 COPYRIGHT
C-FS-103-01
This document produced by City of Adelaide shall not copied without written consent.
F 210
01
Anchor wedge,
see detail
12
5
80
Grub screw (3 no.)
ground level
6Ø hole
2
50
470
1000 o/a post
940
60.3Ø x 5.4 CHS
removable post,
1000 long
5 below ground
Bollard
13
ANCHOR WEDGE
Ex. 6mm m.s. plate hot dip
galvanised after fabrication.
Taper to suit crimp to sleeve.
CRIMP TO SLEEVE
to receive Anchor Wedge.
Taper 0 to 4 over 50mm.
92
Bollard
(1:20)
(1:20)
DRAWN
TL
JR
CHECKED
CERTIFIED
DATE
SCALE
DRWG No.
POST PROTUBERANCE
Ex. 6mm x 14mm nom. m.s.
flat, welded near bottom of
post.
SECTIONS
ORIENTATION PLAN
DESIGNED
130
300 Ø
NOTES
20
600 from kerb
Post to be installed vertical.
Post protuberance to be aligned with crimp.
TL
POST
SLEEVE
20
Bollard
(1:5)
6
Concrete
25 MPa min.
DIRECTION OF TRAFFIC
DIRECTION OF
SLEEVE CRIMP
ANCHOR WEDGE DETAIL
20
600
Post protuberance,
see detail
Mortar packing to
achieve required
post height
POST
SLEEVE
60
76.1Ø x 4.0 CHS
sleeve, 550 long
(1:20)
550 o/a sleeve
ELEVATIONS
Paving bed,
if required
425
130
Paving finish
POST PROTUBERANCE
(1:5)
CONSTRUCTION STANDARD
Furniture
RS
ADELAIDE SUITE
Bollard
05/2001
as shown
 COPYRIGHT
C-FS-107-01
This document produced by City of Adelaide shall not copied without written consent.
F 313
01
900
FOOTING HOLE CENTRES
(270)
BICYCLE STAND, fabricated from
52Ø nom. stainless steel tube
with 100 x 100 x 6 base plates
FOOTING HOLE CENTRES
(1050)
DESIGNED
DRAWN
TL
JR
400
300Ø concrete footings
500
Paving finish
PLAN
FRONT ELEVATION
SIDE ELEVATION
(1:20)
(1:20)
(1:20)
CHECKED
CERTIFIED
DATE
SCALE
DRWG No.
TL
CONSTRUCTION STANDARD
Furniture
RS
ADELAIDE SUITE
Bicycle Stand Type 1
05/2001
as shown
 COPYRIGHT
C-FS-104-01
This document produced by City of Adelaide shall not copied without written consent.
F 520
01
FOOTING HOLE CENTRES
(800)
800
BICYCLE STAND, fabricated from
52Ø nom. stainless steel or
galvanised iron tube with
100 x 100 x 6 base plates
DESIGNED
DRAWN
TL
JR
400
300Ø concrete footings
500
Paving finish
PLAN
FRONT ELEVATION
SIDE ELEVATION
(1:20)
(1:20)
(1:20)
CHECKED
CERTIFIED
DATE
SCALE
DRWG No.
TL
CONSTRUCTION STANDARD
Furniture
RS
ADELAIDE SUITE
Bicycle Stand Type 2
05/2001
as shown
 COPYRIGHT
C-FS-105-01
This document produced by City of Adelaide shall not copied without written consent.
F 521
01
470
Rag bolt
assembly
Footing
350 o/a footing
Earth Stake
Box
Ticket
Machine
FACE OF
TICKET
MACHINE
Align with parking bay division.
Align with common property
boundary, where possible.
DIRECTION OF TRAFFIC
535 from kerb face
600 from kerb face
LOCATION PLAN
MACHINE
FACE
2. Where the footpath width is less than
2 metres, the Ticket Machine is to be
placed parallel with the kerb alignment,
facing the property.
3. The centre of the Ticket Machine is to
be aligned with the Division Line of the
adjacent parking bay.
(for vehicle door clearance)
OUTER CASING OF
TICKET MACHINE
4. The prefered location is with the centre
of the Ticket Machine aligned with the
common property boundary, where
applicable.
Chamfer to top of footing
330
140
c/cs
20mm CLIPSAL HPVC
conduit and sweeping bend
Earth Stake
Cast-in rag bolt
assembley (supplied
with Ticket Machine)
Concrete footing
25 MPa min.
DRAWN
JR
2no. 40mm CLIPSAL 247L
HPVC conduits and
sweeping bends
2no. 40mm Ø HPVC conduits
from fuse pit. (Direction is
determined by fuse pit location)
600
FOOTING PLAN
SECTIONS
(1:20)
(1:20)
CHECKED
CERTIFIED
DATE
SCALE
DRWG No.
600 cover to conduits
Line of chamfer to top of footing.
(Ticket Machine case outline)
Earth Stake Box
TL
Earth Stake Box 100 x 100 x 100
galvanised steel with hinged lid
and Earth Stake 1260mm long.
20
330
470 chamfer line
28
Footing
28
700
600 o/a footing
20mm Ø HPVC conduit
DESIGNED
MACHINE
FACE
Cast-in rag bolt assembley
(supplied with Ticket Machine)
220
140
c/cs
350 o/a footing
285 chamfer line
100
(1:20)
1. Where the footpath width is greater than
2 metres, the Ticket Machine is to be
placed at right angles to the kerb
alignment, facing oncomimg traffic.
1600
600 o/a footing
285
NOTES.
TL
350
CONSTRUCTION STANDARD
Furniture
RS
TICKET VOUCHER MACHINE
05/2001
as shown
 COPYRIGHT
C-FS-001-01
This document produced by City of Adelaide shall not copied without written consent.
F 910
01