20080490 - Decision Notice [As Published] · 112008.490

 

Project Job No. 90775

 

 

 

 

 

 

 

 

 

 

 

 

 

Slab as per
Report
Knock Out. ——~
Block
1800
(Max) NOTE:
Py Conrete is to be vibrated
Trodded into block cavity.
Reinforcement Bars
(Refer Table) aa ey
=] 4%

 

 

 

3 Barl11 Trench Mesh
Top and Bottom

 

 

: ‘ 500Min.
: ' Embedment
600 t !

aes Starter
Bar

ke 0 >

 

 

 

Wall Height Reinforcement

0 to 600 mm a N12's @ 1000 mm Ctrs. Vertical

 

N12's' @.400 mm Ctrs.

600 fo (300 mm Vertical and Horizontal

 

N16's @ 400 mm Ctrs.

7200 to 1800 mm Vertical and Horizontal

 

 

 

 

tes:
+ Excavation shall be taken into natural material with min. allowabie bearing capacity of 150 KPa.
- All excavations shall be finished cleaned & horizontal.
+ The builder shail place retaining wall toe into specified founding material.
+ Retaining wall is not to be back for a min. af 1 week after concrete core filling.
~ All cores to be infilled with concrete grout - 20 Mpa minimum. Concrete is to be vibrated/rodded into brick cavity.

 

 

 

- Surface is to be clean of dirt, oil, wax or other loose matter. All holes and surface defects to be made good. Joints in blockwork / brickwork to De flush.
- Apply full brush coal of neofiex as supplied by chemical industries or other equal product to all corners, around penetrations ete. and allowed to dry.

+ Apply full brush coat of neotlex to all vertical and horizonta! walt direct from the can as recommended by the manufacturer.

+ Protect the coated wall surface with ‘protect board" or simitar to prevent damage to the membrane during backfilling.

Page 3 of 5

Edge Beam Footing Connection

New Section of Footing

 

 

 

 

 

 

 

 

 

 

 

 

 

200 400
|
oe
eT)
Existing é
Footing
ae
wT
\
V
2xN12 Bars (Top & Bottom) dowelled Fabricated Cage

into existing footings

Slab Edge Connection

 

 

 

  

 

 

 

Ableflex or Existing
Similar Slab
cate nanee eee ssteeeee sees e °
Footings and Slab .
as per Page 5 re Existing
oa Footings

 

 

 

 

Slab Edge Connection

 

Dowell Bars Y12 @ 300 Ctrs.

 

 

le 150 —>| |
EXISTING SLAB y. NEW SLAB

h100 mm
150mm
300

 

 

 

 

 

 

 

Edge Beam

Existing Foofag—
9 Reinforcement

 

 

 

 

 

 

Design Company Builder
SOILTEST AUSTRALIA ENGINEERING SERVICES PTY LTD SIA Diane Jones & Don Cielland

Suite 1, 848 Boundary Rd, Richlands, Qld, 4077

ACN 109 233 123 Fax (07) 33759299 Ph.1300 731523 ALLIANCE

 

575 Black Mountain Road, Cooroy Qld 4563

Builders Client
N/A
Client Order Number. N/A