09/0982 - Response to information request [As Published] · 142009.982

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

   
 

TOP OF PILES RL 2.60

giorooozs CUO
BUSTING DECK RL 1.20 =
we er
arg. seg MLNS 0.22 :
a « 4 PONTOON ~]

: U |_ i

I fy

WEST ELEVATION

ui § i

i 0

83 LEASE BOUNDARY 28340 , 8%

 

 

 

 

 

333 15 :

8 6-N16 BARS TO WITHIN 300 OF BOTTOM
orac OF PILE. RS SPIRAL TIE @ 200 PITCH
ae
ea $00 MINIMUM DIAMETER UV RESISTANT PVC
iS PIPE CASING FOUNDING 4.0 METRE BELOW
sod RIVER BED
oad CLEAN INSIDE OF PVC CASING OF ALL SAND
2 AND WATER BEFORE COMPLETELY FILLING
hh
SER
ten 0

3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ALL PRES SHALL BEPLUMBED = WAST TOREMOVE ALL WR POOKIE
TYPICAL PILE
w 120
w
> PONTOONS
© PONTOONS AND HEAVY DUTY PILING BRACKETS
. FOR ALL REQUIRED DESIGN LOADS INCLUDING ‘0’ BOATS
g . < 3.0kPa UNIFORM IMPOSED LOAD; 3.0kPa IMPOSED PROPOSED
Se i ” TOADS AE PACT Loma 4.5KN CONCENTRATED EXTENSIONS
ESTING JETTY ° No.222
; ; °o GYMPIE TERRACE
‘S } é NOOSAVILLE
| J skaorden
! & Associates
. Lo} [O} o| ORAWA OATE
ay = 8 ASHTON 1
) WORKING DRG
SITE LAYOUT NT

 

tae “"09/161-1