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ES_173527_BR_1059006_Conv_Lot 497 10 HILL STREET SUNSHINE BEACH QLD(C) · MCU18/0006.02
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Attached to the e-mail Hill Street, .eml, inside Generally in Accordance Application MCU18/0006.02 - Cover email - Plans.
Project Job No. 173527
Note : The final location of articulation joints may be revised on site at the discretion
Legend of the builder. The final location however MUST NOT exceed the maximum spacing
as nominated in section 1.05 of this report.
N.A.J Natural Articulation Joints
Note: Natural Articulation Joints (N.A.J) shown on plan at side of openings,
should be replaced with Articulation Joints where brickwork occurs above
opening. Natural Articulation Joints apply only to full height openings or
locations where a change in cladding material occurs
A.J Articulation Joints
Spoon Drain
Gully Pit
Grated Drain
Note: Gully pit to be confirmed on site
Root Barrier
Grade ground surface
for free drainage
Door
1 : 20 Fall
(min)
1 : 20 Fall
Window (min)
Notes:
1. Root barriers will be required where nominated on the
STA Consulting Engineers drainage / articulation plan.
Root barriers may also be required if future tree planting
(As per Structural Design)
is to be undertaken.
Swimming Pool
2. STA Consulting Engineers recommends that an arborist or
a professional specialising in root barriers is consulted before
installation of root barriers with relation to location and depth.
3. Root barriers are to be made from impervious, durable
material that can withstand burial in soil for extended periods.
STREET
The depth of the root barrier is greatly dependent on the tree
Driveway
species.
4. Root barriers are not to be installed any closer than 2m from
(As per Structural Design)
the proposed dwelling foundations.
Swimming Pool
5. STA Consulting Engineers takes no responsibility for existing
trees being damaged or destabilized by the installation of
root barriers.
6. The ground beneath suspended floors must be graded
so that the area beneath the building is above the adjacent
external finished ground level.
7. Pipe dimensions, gully pit sizes are to be in accordance
with AS 3500.5.2000
8. It is NOT recommended that garden beds be located
1 : 20 Fall
against the foundations of the proposed dwelling.
(min)
9. The maintenance of the building and site is the responsibility
of the home owner, therefore he or she should be familiar with Gully Pits directed to
these requirements a suitable outflow
10. This drainage plan is a guide only and local government
by-laws and regulations take precedence. Please consult a
plumbing contractor specialising in drainage if in doubt. No water is to pond between pool & dwelling
STA Consulting Engineers can be contacted if more detailed
drainage plans are required.
11. Local Government by-laws and regulations may require
changes to these recommendations. When this is the case,
STA Consulting Engineers is to be contacted immediately
for an amendment.
12. It is the builders/ home owners responsibility to ensure the
drainage system is extended/ adapted where additional structures
such as sheds, patios, swimming pools etc... are incorporated
after the dwelling construction and in the long term.
STA CONSULTING ENGINEERS
Brisbane North (Milton) (07) 3071 7444 Brisbane South (Rocklea) (07) 3071 7444 Gold Coast (07) 5522 1995 Mackay (07) 4960 4800
Client
DJK Electrical Services
Site Address
Lot 497 10 HILL STREET SUNSHINE BEACH
Townsville (07) 4766 8741 Rockhampton (07) 4994 9810 Newcastle (02) 4032 6450 TBA SUNSHINE BEACH 4567 4567
Page 8 of 14
email: [email protected] webpage: www.staconsulting.com.au
STDCON 2014 14 05
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