Development Application - Part 2 of 2 - Plans · OPW11/0172

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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JETTY USE:

SINGLE USER, PRIVATE Sao (2200 TREATED
NO VEHICULAR ACCESS 28 NOM INTO PILE

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TYPICAL SECTION SPLICE JOINT DETAIL

WALKWAY DECK VERTICAL as «
Rie :
120
--HANDRAL:

DESIGN LIVE LOAD - 2.0 kPa 2 A
> = 120

RIGID HANORAR. TO COMPLY

WITH COUNCIL REGULATIONS

 

 

 

 

 

 

MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 misec
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PILES:
ALL PILES SHALL BE APPROVED

HARDWOOD AND TREATED

TO HAZARD 6.
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159

* PILING CODE u
4% wr rl
: = ei

Y~ uu SIDE ELEVATION 10

FRONT ELEVATION 10
JETTY USE:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PILES: SINGLE USER, PRIVATE
ALL PILES SHALL BE APPROVED NO VEHICULAR ACCESS
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED WALKWAY DECK VERTICAL
IN ACCORDANCE WITH AS 2159 DESIGN LIVE LOAD - 2.0 kPa
PILING CODE
tao MAXIMUM MOORED VESSEL - 5m
; ese. 12800 = L278" sv ap BERTHING VELOCITY - 0.5 m/sec
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REAL PROPERTY 5 ; Si | Tt Sezer Te econ
DESCRIPTION ” = 5 aan} AND ENGINEERING STANDARDS FOR TIDAL WORKS."
LOT 63 \ — | 4 = 3. ALL STAINLESS STBEL BOLTS, RODS, ETC. SHALL BE APPROVED MARINE
RP 885310 7335 am FS GRADE 346. ALL OTHER STEBLWORK INCLUDING NUTS, BOLTS, WASHERS,
PARISH WEYBA \ om fae SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR even.
COUNTY MARCH | OA | | a” yao x = F . | 4. TOP OF PRES SHALL BE SEALED AOE) PULLY CAP FLARHED OR RINGED WITH
aOyA 1 t+ \ sy 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
FRAMING LAYOUT t:0
soprcorroparesennoes Tracer | a ShnNorden [ve
PROPOSED JETTY NOOSA JETTY & Associates [=
LOT 63 BUILDERS nce, |
(No.26) ‘oraowane saunmane | WORKING DRG
SUNSEEKER CLOSE = |eimat ate carom came oom
NOOSAVILLE ores earrme wetare ewan aa
| manoomanne 1 11/63-T