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ES_173527_BR_1059006_Conv_Lot 497 10 HILL STREET SUNSHINE BEACH QLD(C) · MCU18/0006.02
Attached to the e-mail Hill Street .msg.
Attached to the e-mail Hill Street, .eml, inside Generally in Accordance Application MCU18/0006.02 - Cover email - Plans.
Project Job No. 173527
Freestanding Retaining Wall
(200 Series Blockwork)
Landscaping to prevent Spoon drain to
surface erosion suitable discharge
Compacted Low
N12 in the Top course
Permeability Layer
Below Top Block Line
Spoon drain to
Landscaping to prevent suitable discharge
surface erosion 200mm
Compacted Low
Permeability Layer
N12 Bars at 1000 Centres
200mm
Granular Non-Compressible
Free - Draining Back Fill.
Notes: Geotextile 30 Cover
600
Max
- Retaining wall footings to be founded to the Granular Non-Compressible
Free - Draining Back Fill. Geotextile
recommended founding material as per page
1600
1 of the report.
A.G. Drain to Reinforcement Bars as Max
FSL
Efficient Outflow per Table Below
- All excavations to be finished cleaned and
horizontal.
30 Cover
- The retaining wall is not to be backfilled for Reinforcement Bars
a minimum of 1 week after concrete core filling. 500 Min Embedment 600
400
- All cores to be infilled with concrete grout -
18MPa minimum. Clean Out Block
3L12TM Top & Bottom A.G. Drain to
R6 Ligatures at 900 Centres Efficient Outflow FSL
40 Cover
300
WALLS up to 0.6m HIGH
Reinforcement Bars
Step < 200mm 500 Min Embedment 600
400
Beam
Footing
D
1:10
Slope < 3L12TM Top & Bottom
R6 Ligatures at 900 Centres 40 Cover
Step > 200mm
but < 2D Retaining Wall Specifications
Wall Height Min Pier Depth Reinforcement Drilled Piers Refer
D Footing Beam to Table for Depth
0 - 600 N/A N12 Bars at 1000 Centres 450 Diameter Piers at 2.0m
1.5D 800 200 Centres, Reinforced with 4N12
N12 Bars at 400 Centres Bars with R6 Ligatures at 600 Centres.
1000 400
Horizontal and Vertical
Stepping Strip Footing 1200 600
1400 800 N16 Bars at 400 Centres
1600 1000 Horizontal and Vertical
300
Note* Footing & wall Cavity must be vibrated.
* Trench Mesh and steel reinforcement must have a minimum 500mm lap. 450
* All bottom steel must have 40mm bottom cover.
WALLS OVER 0.6m and up to 1.6m HIGH
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 4567
Townsville (07) 4766 8741 Rockhampton (07) 4994 9810 Newcastle (02) 4032 6450 TBA SUNSHINE BEACH 4567
STDCON.2014-14-05 Page 5 of 14
email: [email protected] webpage: www.staconsulting.com.au
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