6. Attachment C - Engineering (incl Driveway detail)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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PROVIDE 4508 CONCRETE PIERS FOUNDED MN 300mm INTO DENSE ely
NATURAL SAND OF MINIMUM SAFE BEARING CAPACITY 100kPa a | 2
FOUND AT APPROX. 1.2m BELOW NGL. eB

« MASS CONCRETE PIERS TO 900mm DEPTH.

¢ — REINFORCE WITH 4/N12 VER BARS 900-1800mm DEPTH.

© — REINFORCE WITH 4/N16 VER BARS 1800-3000mm DEPTH.

© — REINFORCE WITH 6/N16 VER BARS 3000-4000mm DEPTH.
CONTACT ENGINEER FOR ADVICE IF PIERS ANY DEEPER THAN 4m.

FOUNDATION DESIGN IS BASED ON REPORT No. 19/0175 BY GLOBAL TESTING PTY
LTD. 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.

NOTE: SOFT MATERIAL TO APPROXIMATELY 1200mm DEPTH HAS BEEN FOUND ON
THIS SITE,

FOLLOWING REMOVAL OF THE EXISTING RESIDENCE AND SITE STRIPPING THE
BUILDING SURFACE AREA IS T0 BE SATURATED AND COMPACTED TO A MINIMUM
UNIFORM DENSITY OF 98% STANDARD COMPACTION TO SUPPORT THE SLAB. CARE
IS TO BE TAKEN TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES
DURING THIS PROCEDURE. ANY SOFT SPOTS IDENTIFIED DURING THE PROCESS ARE
TO BE REMOVED AND REPLACED WITH APPROVED MATERIAL COMPACTED IN
LAYERS TO A MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION. ANY
FURTHER FILL MATERIAL PLACED |S TO BE COMPACTED IN LAYERS TO A MINIMUM
UNIFORM DENSITY OF 98% STANDARD COMPACTION.

ALL FOOTING BEAMS ARE TO BE PIER THROUGH THE SOFT MATERIAL A MINIMUM
OF 300mm INTO NATURAL GROUND OF MINIMUM SAFE BEARING CAPACITY 100kPa.

CONFIRM ALL STEPS AND FALLS WITH ARCHITECTS DRAWINGS.

CJ - FULL HEIGHT CONTROL JOINT TO MASONRY.

 

 

 

CONCRETE STAIR ON — J

GROUND TYPICALLY.

FOOTING PLAN
VILLA 2

 

EXCAVATION FOR POOL SHALL NOT EXTEND BELOW
A LINE DIPPING AT 45° AWAY FROM THE NEAREST
UNDERSIDE CORNER OF ANY FOOTING. CONTACT
ENGINEER IF UNCERTAIN.

BUILDER TO VERIFY LOCATION OF ALL SERVICES ON
SITE PRIOR TO ORDERING MATERIALS OR COMMENCING
WORK.

LOCATION OF POOL TO BE VERIFIED ON SITE.

 

 

 

VILLA 1

VILLA 2

SWIMMING

 

 

 

   
   
  

RIENMAC eryiro

ABN. 5? 010 666 430 ACK 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

P- (07) 5349 0762|
Email;- info@rienmac,net
Web:- wwwrienmac.net

 

 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD 4567

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP132135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL
DRAWING TITLE:

FOOTING PLAN, SITE POOL PLAN

 

Designed: AW/PLR Drawn: AW

 

SCALES: 1:100

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

 

 

 

 

POOL SITE PL AN Engineer: PLR|DATE: 31 oct 19
19544) Sh} A

ier pesto tron Reena Cot ghee JOB NUMBER | DWG No. | ISSUE

| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 4 OF 1% — |CHECKED: PLR