Approved Plan · OPW12/0134

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

     
     
      
  

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

: / NOTES: ee |
Fahl Counce Pecan fin HAVE A Urine red cel Or net SASS LOF ee ee |
_ 7 MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD seams 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
| hee [wise <i Moe cote ft ess erg ememensn.ssieee
_ a cia WEA OAM _ STEELWORK INGLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED
1 " T Revere Nee ee eee a De SeNED NID ELY CAR PLAPHED OF FUNOED ARH AM ALLMINGUM ALLOY,
1 i - g Tl one 5, DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
t i iH g i 1 2
== vay be aun ret tt
{{ {1 tl u = Lf RT |
ey re eee
| | 150 x 75] HEADSTOCK i —} —— 1/16 SIS sane
u u SIDE ELEVATION s = Sotserwen
RECESS HEADSTOCK > 8200 TREATED | 2200 TREATED
FRONT ELEVATION 4:00 25 NOM INTO PLE = _—
TYPICAL SECTION SPLICE JOINT DETAIL
JETTY USE: stereo
NO VEHICULAR ACCESS TrAONG AS
NOOSA JETTY
WALKWAY DECK VERTICAL BUILDERS.
LOT 592 DESIGN LIVE LOAD - 2.0 kPa —s —_
Stone MAXIMUM MOORED VESSEL - 5m foreces aero
BI VELOCITY - 0.5 m/sec M&MHART
PILES: PROPOSED JETTY
dersomseezero | |LOT 592
ALL PILES SHALL BE INSTALLED nee)
IN ACCORDANCE WITH AS 2159 MASTHEAD QUAY
PILING CODE NOOSA WATERS
. J Sinton
§ | DESCRIPTION & Associates
i -~ wore NW
= 08 \ COUNT MAREE A —_o ee
\ PROPOSED \
\ I § JETTY \
FRAMING LAYOUT ES g \
1:100 4g
ES | . ey
4100 O/A \
\ DRG NO. SS ‘AMENDMENT |
 14/140-1 | A