08/0064 - Operational Works - Transport Type 5 - Domestic Marine (Jetty) [As Published] · 142008.64

 

    
     
  
  

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

TOP OF WALL
RL 1.0 AHD

 
  
 
  
   
 
  
 
 
 
 
  
  
  

MINIMUM WATER RL 0.44 AHD

PILES:
ALL PILES SHALL BE APPROVED HARDWOOD
AND TREATED TO HAZARD 6.

ALL PILES SHALL BE INSTALLED IN ACCORDANCE
WITH AS 21589 - PILING CODE

 

ELEVATION 1

1:60

CONCRETE RETAINING WALL NOTE: 00 NOT FIX

PILES TO BE CLEAR OF STONE
PITCHING AND ASSOCIATED
GEOTEXILE FABRIC

DECKING:

274815°

38 x 125 F14 HWD ReScRIpTON
FIXED TO BEARERS
WITH TWO STAINLESS Lore32
STEEL SCREWS EACH END LOT ee
PARISH WEYBA
PILES: COUNTY MARCH

@ 200 MIN TREATED
HWD POLES

/A

7000 Oy

s \¥
4
3

3 ES
f

_

{PROPOSED JETTY

 

 

FRAMING LAYOUT © | = pan, SITE PLAN

 

  
   
     
     

  

G. GOODRIDGE

LOT 632
(No.4)

MASTHEAD QUAY
NOOSA WATERS

RABRINK PTY LTD T/A

John Norden
& Associates

ACN 010 263 877
ES
Structural / Civé Design Engineers