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07/1571 - Operational Works - Carparking & Access, Stormwater Drainage & Excavation [As Published] · 142007.1571

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FUMING LEVE, REQURED FOR PLE
SURVEYS ENGHEERIND PTY. LTD.

 

    
   

  

   

  

Bast BosTIg EUSTRS .
EXCAVATE SITE LEAVING 33° Pi EXCAVATE AND
RULING muLDNG BULDING SAND EMBANKMENT TO SUPPORT DTA DOD Ae oa as
AAJ FLAn BUSTING SURF CLUB BULORG PER PLING CONTRACTORS
wu set TN et tL
Phung
STING CowTonS
STEP @ STEP @ STEP @ STEP @)

CONSTRUCTION PROCEDURE :

1. INSTALL STEEL SHEET PLING ADJACENT To
XISTING SURFCLUS BULDAG AS SHOWN ON

  

 

 
   
 

2

  

SHEET PILING NOTE :~

PLING CONTRACTOR 5 TO ENGAGE A REGSTERED PROFESSIONAL
EMGHEER TO OESIGN ANO CERTIFY THE SHEET PRING

AND OBTAN NOOSA SHIRE COURIC APPROVALS BEFORE

(OM STE COMMENCES. PROTECT EXISTING TREES.

CONSTRUCTION SEQUENCE :

© STU SET Pun waa US oF ee text Pan
PLNG CONTRACTOR SS TD ALLOW FOR AN EXCAVATOR To aE
OO STE, To Ok OUT ANY BOULDERS WHICH MAY PREVENT
INSTALLATION OF SHEET PLES

100mm CBR 45 ROAD BASE ROUGR
2 EXCAVATE TO UNDERSIDE OF FOUNDATION LEVELS AND INSTALL
608 CUA, CONCRETE PILES AND BEAMS

   

GRAVEL COMPACTED TO 90%
RELATIVE DENSITY i
300_| 300

2 SPL SUE BYE CONGETE | Sa © 20 DAYS 1 TO FACE . TYPE SLAB JOINT
4s FOR AND POUR GROUND FLOOR SLAB OVER

   
   

 

i
PROVIDE JOINTS TO SLAB ON GROUKD
AT 6.0M MAX. CRS. BOTH WAYS

   

PROPOSED ALTERATIONS

AND ADDITIONS

HASTINGS STREET

NOOSA HEADS

for NOOSA HEADS
$.L.8.C.

‘col KEY JONT
WITH LARGE PVC REMOVABLE
CAPPING STRP

 

SITEWORKS AND

CRACK CONTROL JOINT - CCJ DRIVEWAY DETAILS

 

KEYED owt - KJ

PROVIDE JONTS TO SLAB ON GROUND
AT ON MAX. (RS, BOTH WAYS

  

ASSOCATED CONSULTANT

Architects
MIDDAP DITCHFIELD Pty Ltd

CHR. MARY & THOMAS STS. NOOSAVILLE OLD 4566
PH. 07 S674 S877 FAX. 07 Sh74 0906
E-HAL :  [email protected]

TOD NOOSA

SONSULTING ENGINEERS
Structural Civit

 
   

    

6-N26 WITH
RID HELIX AT
200 PITCH

  
  

 

CONCRETE VEHICULAR CROSSING
DN ACCORDANCE WITH H.S.C
‘STD. ORG, No, $902

    

  

 

  
   

  
  
 
  

    

 

 

  
  

SPMR PTY. LTD.

I
DRIVEWAY LONGITUDINAL SECTION
'

  
  

VERT, SCALE 1: 190 on ty, Sa nal ,
TYPE WALL CONSTRUCTION HOR SCALE 1: 2. Box 9 Hoon Hevas Ue36

 

 

    

 
 

Phone (071 S649 9600 Fox (07) SUL9 94PL
EMail: tednesoubigpendnet.au

   

SECTION A
SECTION B SIMILAR

WH 800 600 400 200 9 Lie

SCALE 4:20 UNREDUCED AT Al

 

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