Original source · versioned page text
Retaining Wall Design
Attached to the e-mail OPW23/0012 - Formal response to Councils Information Request - 24 Comet Drive SUNRISE BEACH.
Attached to the e-mail New Operational Works Application-24 Comet Drive SUNRISE BEACH.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
IF NO FENCE ABOVE WALL IF MAX 1800 HIGH TIMBER FENCE ABOVE WALL
SOIL
STA SURVEYS
CONSULTING ENGINEERS
2-14287
ES 219297
WALL HEIGHT FOOTING DEPTH SLEEPER LENGTH INTERMEDIATE POST END POST WALL HEIGHT FOOTING DEPTH SLEEPER LENGTH INTERMEDIATE POST END POST
0-600 600 2400 100UC14.8 100PFC 0-600 1100 2400 100UC14.8 100PFC
800 800 2400 100UC14.8 100PFC 800 1300 2400 100UC14.8 100PFC
1000 1000 2400 100UC14.8 100PFC 1000 1400 2400 100UC14.8 100PFC
1400 1400 2400 150UC23.4 150PFC 1400 1700 2400 150UC23.4 150PFC
1800 1800 2400 150UC23.4 150PFC 1800 1800 2000 150UC23.4 150PFC
2200 2000 2000 150UC23.4 150PFC 2200 2000 1500 150UC23.4 150PFC
MAX 1800 HIGH TIMBER FENCE IF
REQD - REFER ALTERNATE TABLE
FOR PIER DEPTHS/SPACING CONCRETE SLEEPERS
C02 26.10.22 IFC TW CR
C01 07.10.22 IFC TW CR
Sunshine Coast, Australia
Suite 101, 55 Plaza Parade,
Maroochydore QLD, 4102
ALLOWABLE BEARING CAPACITY
Australia
100KPA MIN ALLOWABLE PILE WIDTH
1900KG/M3 (W)dia
450
INTERNAL FRICTION ANGLE~30DEG REFER TABLE
24 COMET DRIVE COURT,
0KPA COHESION SUNRISE BEACH QLD
IAN MASSEY
REINFT WELDED TO BTM OF POST TO TW TW CR AS SHOWN
ACHIEVE EMBEDMENT NOT ACCEPTED -
SLEEPER RETAINING WALL DETAILS
CAST POST IN TO SPECIFIED DEPTHS
MAX SURCHARGE ALLOWANCE = 2.5KPA BEHIND WALL
STRUCTURAL CONSTRUCTION
221614 ST-02 C02
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