16427 - 26Oct16 · OPW16/0270

NOTE:

ALL EARTH WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE SLOPE STABILITY
REPORT. ALL EARTH WORKS ARE TO BE SUPPORTED BY ENGINEERED RETAINING WALLS. ALL
STORM WATER IS TO BE DEALT WITH IN ACCORDANCE WITH THE REPORT. LOOSE MATERIAL
WAS FOUND TO AT LEAST 1800mm DEPTH. ALL FOOTINGS ARE TO BE FOUNDED THROUGH THE
LOOSE MATERIAL INTO THE MEDIUM DENSE SAND.

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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PARISH OF WEYBA, COUNTY OF MARCH
THE BASE OF RWI @ RW2 FOOTINGS |S TO BE q
SATURATED AND COMPACTED WITH A NOOsA SHIRE COUNCIL
VIBRATING PLATE COMPACTOR. FOOTING PLAN
GROUND FLOOR FRAMING PLAN
FOUNDATION DESIGN IS BASED ON REPORT No, 2330I(S) ¢ 2330I(SL) SOIL REPORT ¢ FOOT | NG P | AN -
SLOPE STABILITY REPORT BY SCG ENGINEERS. REFER TO THIS REPORT FOR SOIL Designed: PLR Drawn: LR
CONDITIONS EXPECTED ON SITE, IF ACTUAL SOIL CONDITIONS VARY SIGNIFICANTLY FROM
THOSE IN THE REPORT. CONTACT ENGINEER FOR RE-APPRAISAL OF FOOTING DESIGN. SCALES: |:100
ALL FOOTINGS TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY Engineer: PLR |DATE: 7 OCT Ie
l00kPa, ANY FILL MATERIAL BENEATH SLABS IS TO BE COMPACTED IN LAYERS TO
ACHIEVE A MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION. 16427 S52 B
CONFIRM ALL STEPS AND FALLS WITH ARCHITECTS DRAWINGS. The dig te cet rove watt wit | JOB, NUMBER DWG No. | ISSUE
permission from Rienmac Consulting Engineers .
CJ - FULL HEIGHT CONTROL JOINT TO MASONRY. PETER RIENECKER - RPEQ 2088 | | Do Nor SCALE oF DRAWINGS, | A3 |SHEET 2 OF [2 |CHECKED: PLR