10/0662 - Operational Works [As Published] · 142010.662

 

 

 

Slab Fabric

Block Retaining Wall Specifications
(200 Series Blockwork}

 

Min 1:20 Falt
—

 

 

 

55 Cover

 

 

1600 .
Max Reinforcement Bars as

per Table Below

Granular
Non-Compressible
Free - Draining
Back

 

 

 

 

Waterproofing

 

 
 

 

 

 

rE A.G.Drain
} to efficient

Oo he nutiow

 

 

 

Retaining Wall Specifications

Starter Bars at
400 1.0m Centres :

 

 

 

v <J-— 31127

ko

fe
Base Width

 

 

 

All bottom steel must have 40mm bottom cover.

Notes:

 

 

- Retaining wall footings to be founded to the
recommended founding material as per page

 

1 of the report.
- All excavations to be finished cleaned and

 

horizont:
- The retaining wall is not to be backfilled for

 

 

a minimum of 1 week after concrete core

 

 

- All cores to be infilled with concrete grout -
418MPa minimum.
- Concrete is to be vibrated / rodded into the

 

block cavity.

 

 

 

Wall Height Base Width Reinforcement
0 - 600 500 N12 Bars at 1.0m Centres
800 600
N12 Bars at 400 Centres
1000 700 Horizontal and Vertical
1200 900
1400 1100 N16 Bars at 400 Centres
4600 1200 Horizontal and Vertical

- Waterproofing to be placed as per the
manufacturers specifications

 

 

 

Note* Footing & Wall Cavity must be vibrated.

* Trench Mesh and Steel Reinforcement must have a minimum 500mm lap.

* All bottom steel must have 40mm bottom cover.

‘
'

Project Job No_ ES98868-B Amended 19/04/2010

 

 

Continuous Footin

 

 

 

 

 

 

 

    

 

 

 

 

 

Single Skin Block At Engaged Piers
if
Tt Reinforcement
iyo as per Structural Engaged Piers
Block Face ad . Design Plans
' ‘ Reinforcement
1 as per Structral
1 Design Plans
‘
‘
600 . . 600
Footing Reinforcement t
(tench mesh, 40mm cover)
Wow

 

Plan View

~ Widen Footing
under each Pier

Reinforcement
as per Structural
Design Plans.

Engaged Piers

  

 

 

 

 

 

Footing Reinforcement
(trench mesh, 40mm cover)

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

Footing Reinforcement

(trench mesh, 40mm bottom cover)

 

Block Face

Stepping Strip Footing

zx
Step > 200mm
but < 2D

¥

DB Footing Beam

    
 

 

 

 

Y~
| 150 fe
Steel Reinforcement Product Code Steel Strength
Continuous Footing Reinforcement 3L11 TM Cage 500 Grade
(Top and Bottom) Concrete Strength 20MPa

 

 

 

 

 

Notes:

* Continuous Footing must be vibrated.

* Trench Mesh and steel reinforcement must have a minimum 500mm lap.

* All bottom steel must have 40mm bottom cover, bar chairs are to be placed
at 800mm centres, R6 ligatures at 900mm centres.

F600

 

 

 

Design Company

STA CONSULTING ENGINEERS

Unit 6, 848 Boundary Rd, Richlands, Qld, 4077
ACN 129 441 890 Fax (07) 33759299 Ph.3363 8181

Client
Monte Constructions *
PO Box 8425, Woolloongabba Qld 4102

 

CONSULTING
ENGINEERS

 

Site Address
Lot 13, No.13 Grant Street, Noosa Heads

 

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