07/1571 - Approved Plans [As Published] · 142007.1571

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

EXISTING
BLOCK WALL pestue pore EXCAVATE SITE LEAVING 38°
SAND EMBANKMENT TO SUPPORT
FL4.70 A470 EXISTING SURF CLUB BULDING
EXISTING CONDITIONS
STEP @ STEP @ STEP @) STEP @)

  
    
 
     
   
     
     
  

CONSTRUCTION PROCEDURE : AR BAT
1 MSTALL STEEL SHEET PLING ADJACENT To tnt BAR
EXISTING SURFLUB BULOING AS SHOWN ON NI BAR

    
 

EAST DAMLEY DOWEL MASTER
SL82 MESH SQUARE 20mm BLACK AT
2. PROGRESSIVELY EXCAVATE SAND IN FRONT 40 COVER 600 CRS.

OF SHEET INSTALLING ‘DEAD MAN a

  
 
 

         
 
 

 

SHEET PILING NOTE : indi 12 we a \ [Lowe
AND SUPPLED BY THE PILING CONTRACTOR Pee z
ALL EXCAVATED CLEAN SAND IS TO BE 2 a a
PLACED ON THE BEACH

DIRECTLY IN FRONT
OF THE SURF CL

 

YoOmm CBR 45 ROAD BASE NOUGR
GRAVEL COMPACTED T0 96%
RELATIVE DENSITY

        
      
      
  

REVISED TO COUNGL REQUIREMENTS:

    

TYPE SLAB JOINT

PROVIDE JOINTS TO SLAB ON GROUND.

AT ABH HAR. GfS. BOTH WAYS PROPOSED ALTERATIONS

AND ADDITIONS

HASTINGS STREET

NOOSA HEADS

for NOOSA HEADS
$.L.S.C.

  

  

‘SPRAY AME CONCRETE
OF SHEET PILIMG TO BASEMENT WALL
«FORM AND POUR GROUND FLOOR SLAB OVER

  

 

anes Wi
2 MESH
35 COVER OF JON

  

SITEWORKS AND

GRACK CONTROL JOINT - CCJ KEYED JOINT - KJ DRIVEWAY DETAILS

PROVIDE JONTS TO SLAB ON GROUND
AT 6.0M MAX. ORS. BOTH WAYS:

 

 
   
 
 

ASSOLIATED COmSUL AMT

Architects
MIDDAP DITCHFIELD Pty Ltd

CAR. MARY & THOMAS STS. NOUSAVILLE QLD 4566
PHL 07 S474 0877 FAX, 07 S474 O06
E-MAIL :  [email protected]

TOD NOOSA

CONSULTING ENGINEERS

  
     
     
  
    
  

CONCRETE VEHICULAR CROSSING
WW ACCORDANCE WAH S.C.
STO. DRG. No, 9002

 

  
     
     

SeVELGPMENT
FOUNDING LEVEL REQUIRED FOR PLE oc vELOrld

  

 

 

 
 
             
           
 

CAPACITIES, 'S TO BE CONFRMED 8Y REC'D BY.
SOL SURVEYS ENGMEERNG PTY. LTD. 1 RL. -9,00 KD BY. DATE / i ” Structural Civil
ESTIMATED MOMINAL DEPTH ¥ seen © LPAI Leech eneenen, eee o
DRIVEWAY LONGITUDINAL SEG@HONcx» sy... H*...... DATE.2e/.My 2697, eewn Pry. LTD.
VERT. SEALE 1 wo RECOMMENDED ROR APPROVAL eshte meet
TYPE WALL CONSTRUCTION HOR SCALE 1: 100 Pane 107 See 9600 Fox f07) Sect Bd

 

‘SECTION A . JNDER NO CIRCUMSTANCES MAY THE PLAN &
SECTION B SIMILAR ATION

EMail todnoasaeibigpond.net.cu

        

 

or oy este
S. PRYSTUPA K. CAPPER | MAY 2007
eee eae
cows [ceo F129 |
Bae pea
wa fe PT

Poser [3 Rey

Yoo 800 600 400 200 10. 2OVED

 

SCALE 1: 20 UMREDUCED AT At

Nt