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Att 4 Earthworks Plans
Plans and drawings
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Log in to see the plans as drawn CONCRETE/FOUNDATION NOTES:
1. All concrete shall be 25MPa UNO with 20mm nominal
maximum aggregate size and 80mm slump to AS3600.
2. No on site water to be added to the concrete unless
approved by the engineer.
3. All Concrete to be mechanically vibrated so that the Retaining Wall
concrete is fully compacted U.N.O. Footings.
4. Concrete is to be cured for a minimum of 7 days after
initial set. The curing method is to be approved by the
engineer.
5. Cover to reinforcement to be 40mm for all steelwork.
6. Concrete shall not be poured when the air temperature
is greater than 38 degrees or less than 5 degrees.
B2
7. Concrete footings and floors to be inspected by the 2/N12 Starter Bars
engineer prior to pouring. The engineer is to be given 24 hrs. for 2 Stage Pour.
notice of such an inspection being required.
8. Slab Mesh is to be lapped so as the two outermost
SL72 MESH B2
transverse wires of one sheet overlap the two outermost
100mm SLAB
transverse wires of the other sheet. A
B2
9. All Reinforcement shall be adequately supported before
04
commencement of concrete pour to ensure cover and
placement of steel is maintained.
10. Controlled Fill shall be clean granular material (free of EC
clay) compacted to 95% standard compaction in layers no B2
greater than 150mm.
11. FOUNDATION MATERIAL: Organic Material, soft spots,
top soil and any other deleterious material shall be removed
from footing or slab excavations. Excavations shall then be
proof rolled and soft spots replaced with controlled fill if under
slabs or 15Mpa mass concrete if under footings. Site to have a
nominal bearing capacity of 100kPa and classification not
greater than 'S'.
Note; Based on the Sandy Soil Classification there is
Soil test by ASI Australian Soil Investigations, Report No; 210239(S). potential of a cave in during excavation. Shoring may be
12. Footings shall be founded below the bottom of existing
required, to be determined at builders discression.
or proposed adjoining service trenches. Excavations shall not
be taken below the bottom of adjoining footings.
13. The site shall be graded so that water cannot pond
against or near the house.
14. Care should be taken to control the flora so as to not
adversely affect the drainage of the site.
15. Site Classification "H1/P"
No. Description Date ADAM FLANAGAN & SHANE TYE APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado CONCRETE FOOTING LAYOUT
34/13 Norval Court, MAROOCHYDORE, QLD 4558 164 Edwards St,
Project number T081-01
Tel/Fax: (07) 5479 6747
SUNSHINE BEACH QLD
Mob: 0422 039 247 Date 06/12/2021 3497 - 01
design & K.A.J
BEng, MIEAust, RPEQ 7198 Drawn by
email: [email protected] For & on behalf of AAA
PROPOSED DUPLEX Design & Development Consulting Checked by D.L.T. Scale @ A3 1:100
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