Approve Plan · OPW11/0248

 

 

 

SHOREHAVEN DRIVE

 

JETTY USE:
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS

 

 

 

WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa

 

 

 

 

 

 

 

x

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

25t64 MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 m/sec
PILES:
ALL PILES SHALL BE APPROVED
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159
PILING CODE
LOT 691
(685 m2
Se
= REAL PROPERTY
PROPOSED I DESCRIPTION
JETTY =r LOT 691
| 8 RP 907010
i PARISH WEYBA
ES COUNTY MARCH
‘00
OIA

     

 

 

  

 

 
 
  
 

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SUNSHINE COAST REGIONAL COUNCIL
SITE PLAN 1:20 sere Ee
OPW 110248 2 6 JUL 2011

 

 

 

 

 

 

 

 

 

 

   

  
   
     
   
 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

ONE M16 SS
VERTICALLY
= 150 x 78 STRINGER,
j 24 th [anes 150 x75 75. 180x76
ee 1s0x75|HEADSTOCK |e t— 1688 aE ; Pa
a B | EACH BEARER
h RECESS HEADSTOCK —}+—— emo TREATED | e200 TREATED
& STRINGERS HWO PLE HWO PRE
26 NOM INTO PLE
TYPICAL SECTION SPLICE JOINT DETAIL
120 120
[-HANORAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS:
MAXIMUM RECORDED FLOOD LEVEL Rt. 200 AHD a
vecx RiuNo
RL 1.0 AHD
~T eer
MINIMUM WATER RL 0.44 AHD enon:
 REVETMENT
U \ cial WALL
I 1 g WW PITCHING
Hh il i
} 1 g rl iI
i ‘i it u
Wal § 1 u
Hood i U
Hoon it
Hoa
Wont
vou SIDE ELEVATION «10
FRONT ELEVATION ::10
JETTY USE:
[- EASTING REVETWENT SES. SINGLE USER, PRIVATE
ALL PILES SHALL BE APPROVED NO VEHICULAR ACCESS
HARDWOOD AND TREATED
DO NOT FIX JETTY TO HAZARD 6.
TO REVETMENT WALL ALL PILES SHALL BE INSTALLED WALKWAY DECK VERTICAL
IN ACCORDANCE WITH AS 2159 DESIGN LIVE LOAD - 2.0 kPa
25 x 140 F14 HWD FXED PILING CODE \
TO BEARERS WITH TWO

 

 

 

 

 

 

 

} MAXIMUM MOORED VESSEL - 5m
: BERTHING VELOCITY - 0.5 m/sec

 

 

 

NOTES:

1, UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 4
OF APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.

2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH

rm
3. ALL STAINLESS STEEL BOLTS, RODS, ETC, SHALL BE APPROVED MARINE _y¥ ye
GRADE 316. ALL OTHER STEELWORK INCLUDING NUTS, BOLTS, WASHERS, | ¥
SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL. | oo. Ss
>
>

4. TOP OF PILES BHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH | —\ aw

AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND. Ya <r
v4

&. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS, Nes

  

FRAMING S  vour 1:00

 

 

 

 

C &NKRITZINGER |PtexPryiro
PROPOSED NOOSA JETTY
JETTY BUILDERS
LOT 691 aire ri
SHOREHAVEN DRIVE [232° Mirus
NOOSAVILLE “we a

 

 

 

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‘Swructurel / Civil Design Engineers

‘Guts 16 Toward Plaza”
Poinciana Avenue | PO Box 205
Tewartin Q 4585

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= worren ee

 

Ph: O7 BAAGTIS? Pac OF 84407172
Emek: [email protected]

 

 

41184-1