Council archive · source document
Appendix C_landscape plans · MCU14/0051
Plans and drawings: the text below has words only, no drawings.
Notes:
- Place the rootball on a firmed base to achieve required FSL.
- Thoroughly water the root ball immediately after planting.
- Number of stakes will vary with pot size. Refer plant schedule.
- Cultivate sides of excavated hole 50mm.
Hardwood Stake: 25x25x90mm voy 2
Place 600mm into the ground. ss
Do not place through rootball. 5
Secure with ties by looping ina
figure eight pattern.
Mulch: Pull away from
base of plant.
Form an earthen basin
around base of plant.
r
\
Topsoil blend
Fertiliser: Do not allow
contact with roots.
Water retention additive
£01\140mm TO 300mm PLANTING DETAIL
\ed-200 1:10@AT; 1:20@A3
Notes
1. Construction joints: Place at minimum 5m centres.
2. Tool joints: Make tool joint at equal distances from both
ends. Make joint at points of change in curvature/ direction.
Joints to be at right angles to direction of edge.
Mulch - refer to Specification.
Continuous extruded mowing
strip. Profile as indicated
below.
Yo,
44 <— Turf - refer to Specification.
Ui <— Topsoil - refer to Specification.
XS Z
<>
QD
KLEEB SASH HS SSS Cultivated subgrade - refer t
Mi) Zo SEESISSSSISSSEK — teagan
BRL’ x
SOE LGR EEE EE RE RE REO
KKK XK Uae S 2 Compacted subgrade to be
PSS ELL Pp g
Eee <?
? Nom. 200mm thickness.
04\ EDGE TYPE 1
0-200) 1:10@A1; 1:20@A3
FSL +
TIMBER EDGE
100
Sy
Timber edge Notes:
LI - All timber to be CCA pressure treated to
Stakes AS1604, Hazard 5, rough sawn pine.
- All timber ends to have one coat of Cuprinol
or equal prior to installation.
- Stakes to be 400mm into ground at max.
1200mm centres, or as required to obtain
smooth curves. Top of stake to finish 20mm
below top of timber edge. Where timber
edges meet at corners provide double stakes.
- All fixings to be hot dipped galv.
- Leading edge is to be free of burrs and
splinters.
N\
\— Existing/compacted
/subgrade/subase
A
~
KK
YN
STAKES
25
!
/05\EDGE TYPE 2
\ep-200/ 1:5@A1; 1:10@A3
(X) = Height above
finished surface level
DX FLusH
20mm
[ | 100mm
[ | 150mm
FIXINGS
50mm Bugle Headed
Batten Screws.
75mm Bugle Headed
Batten Screws.
100mm Bugle Headed
Batten screws.
38
Continuous Edging Profiles
1. Edge radii: All radii 20mm
Notes:
- Place the rootball on a firmed base to achieve required FSL.
- Thoroughly water the root ball immediately after planting.
- Number of stakes will vary with pot size. Refer plant schedule.
- Cultivate sides of excavated hole 50mm.
Hardwood stake: Place 600mm
—
into the ground. Do not place
through rootball. Secure with ties
by looping in a figure eight pattern.
Raise plant 50mm above
finished surface level.
Mulch: Pull away from base
of plant.
Form an earthen basin
around base of plant.
Topsoil blend
Water retention additive
Fertiliser: Do not allow
fertiliser to come in
contact with roots.
VIVV VV V VATE VY NN
’ width (w)—s-sp5
10 - 20mm Drainage gravel —__439 Vv oy Vv Ww) Vv ae.
YVVYVUVUV2KXWVET TV Tp
thoes ooo ee ae
(0245ltr TO 200Itr PLANTING DETAIL
\eb-200/ 1:10@A1; 1:20@A3
1:5@A1; 1:10@A3
2. Adjacent surface levels: As shown by FSL on profiles
Notes:
- Place the rootball on a firm base.
- Thoroughly water the root ball immediately after planting.
- Cultivate sides of excavated hole 50mm deep.
- Do not disturb kerb, road pavement or road side drainage works. ~T
Timber stake: Place 600mm into ——>
the ground. Do not place through
rootball. Secure with ties by
looping in a figure eight pattern.
Raise plant 20-30mm above
top of kerb.
Do not excavate
within 50mm of
edge restraint or
pavement.
Mulch: Pull away
from base of plant.
Form earthen basin
around base of
Distance to local
authority
requirments
Top of Kerb
FSL
Topsoil blend
Fertiliser: Do not allow
contact with roots.
Water retention
additive a
Drainage gravel
VVVTVV TTT
VVVVVVVVVVIVVV VV VVI VV
VVVVVVVVVVVVVVVV VV VV YS
WvVyVyvvvvvvvvvvvvvVvvvvvVy
7—— Root barrier
(03 \STREET TREE PLANTING DETAIL
\e0-200) 1:10@A1; 1:20@A3
100 1 (25
Palings
- to be butt joined
fit i L
+
[
Rail
Capping rail over ~——— Post
Capping - 100x25mm
Post
- 5° fall on top
Rail
Paling
Paling - refer to notes
eq.
eq.
|
oI
BK
SSS
1800
Post - refer to notes
Rail - refer to notes
Footings - Round top
of footings to shed
water.
Fence Type 1 Notes:
100
350dia.
|
t
max.2400 centres
(06 \FENCE TYPE 1
\ CD-200 / Elevation - 1:20@A1; 1:40@A3
ee Details - 1:10@A1; 1:20@A3
10mm dia.
6 30mm.
650
900mm.
Gravel we
nom.100
1. Palings to be CCA pressure treated pine 100 X 19mm to
AS1604 Hazard 3. Fix palings with 2 (No.) 50mm x 2.5mm
ml screw shank or ring shank HDG nails to each rail.
- Fix palings to rails as shown. Overlap of palings to be
2. Posts to be CCA treated HWD to AS1604, Hazard 5,
2 refer spec. Aris all edges. All posts to be 100 x 100mm,
evenly spaced with a maximum spacing of 2400mm.
Corner posts and end posts to have footings to a depth of
3. Rails to be CCA treated Pine to AS 1604, Hazard 3 100 x
50mm as per spec. Butt join rails as shown on alternative
posts where possible. Screw rails to posts with 1(No.) Type
17 100mm Bugle Head Batten Screws. Aris all edges.
4. Capping to be CCA pressure treated pine to AS1604,
Hazard 3 100 x 25mm. Screw capping to rail with 1(No.)
edges.
P Type 17 Bugle Head Batten Screws @ 600 cts. Arris all
5. Hot dip galvanise all screws and fittings. Coat with a film
of grease or a bitumestic product before use.
Note:
Refer Cover Sheet for legend.
A
A APPROVAL 2014-07-03 JC GT
ISSUE AMENDMENT DATE DRWN CHKD
COPYRIGHT
THE DESIGN ILLUSTRATED IN THESE DOCUMENTS IS THE EXCLUSIVE PROPERTY
OF DILLON FOLKER STEPHENS PTY. LTD. ACN 095 884 129 AND MUST NOT BE
REPRODUCED, OR USED IN WHOLE OR IN PART WITHOUT THE EXPRESSED
WRITTEN PERMISSION OF DILLON FOLKER STEPHENS,
APPROVAL ONLY
NOT FOR CONSTRUCTION
DFS GROUP
INTEGRITY : EXCELLENCE » SUCCESS
T 07 5443 5566
F 07 5443 9977
[email protected]
dfs.com.au
TOWN PLANNING
LANDSCAPE ARCHITECTURE
LIQUOR LICENSING
ENVIRONMENTAL
CHECKED
Lala
LANDSCAPE ARCHITECT
TITLE :
Landscape Details
PROJECT
Proposed Residences
FOR
Tu Projects
AT
28 Nannygai Street Noosaville
SCALE
1:75@A1, 1:150@A3
DRAWING NO.
CD-002
PROJECT NO
14073
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