Driveway Crossover 291116 · OPW16/0270

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FOUNDATION DESIGN IS BASED ON REPORT No. 23301(S) € 23301(SL) SOIL REPORT ¢

SLOPE STABILITY REPORT BY SCG ENGINEERS. REFER TO THIS REPORT FOR SOIL
CONDITIONS EXPECTED ON SITE.

IF ACTUAL SOIL CONDITIONS VARY SIGNIFICANTLY FROM

THOSE IN THE REPORT. CONTACT ENGINEER FOR RE-APPRAISAL OF FOOTING DESIGN.

ALL FOOTINGS TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY
ANY FILL MATERIAL BENEATH SLABS IS TO BE COMPACTED IN LAYERS TO

l00kPa.
ACHIEVE A MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION.

CONFIRM ALL STEPS AND FALLS WITH ARCHITECTS DRAWINGS.

CJ - FULL HEIGHT CONTROL JOINT TO MASONRY.

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.

PFI —~ _ 24y
EO Cay Pee

  

 

 

 

 

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THE BASE OF RWI & RW2 FOOTINGS |S TO BE
SATURATED AND COMPACTED WITH A
VIBRATING PLATE COMPACTOR.

FOOTING PLAN

 

 

 

PETER RIENECKER - RPEQ 2088

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR,
SAINT CIRINO,

[37 BRISBANE ROAD,

(PO BOx |44)
MOOLOOLABA QLD 4557

P:- (07) 5478 250
F:- (07) 5444 (158
[email protected]
[email protected]!
Web:- www.rienmac bi:

  

 

CLIENT:

GREEN EARTH HOMES
PROJECT:

PROPOSED RESIDENCE

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:
LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

FOOTING PLAN
GROUND FLOOR FRAMING PLAN

 

 

 

 

 

 

 

 

 

 

Designed: PLR Drawn: LR

SCALES: 1:100

Engineer: PLR |DATE: 7 OCT |é
perniasion fram Renae Coraultig Engreers “| JOB NUMBER DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS. | AS |SHEET 2 OF 12 |CHECKED: PLR