Approved Plan · OPW12/0125

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
   

 

 

 

    
  

 

 

 

 

 

 

 

 

 

 

/ SUNSHINE COAST REGIONAL COUNCIL | van
& 4 APPRO , TONE Sis +++
ane IW ken ted 2. 3 _—150175 STRINGER ae
aoc 50
OPW 120125 12 JUN 2012 eK Puss
1 180 x 78] HEADSTOCK ° 1M16 SIS Ne
rent 25 ERM BEARER
RECESS HEADSTOCK ~ 9200 TREATED 200 TREATED
& STRINGERS HWD PILE, HWD PILE
25 NOM INTO PILE
NK? 1
x TYPICAL SECTION SPLICE JOINT DETAIL
4:20 420
|” Rigib HANDRAIL TO COMPLY
LOT 453 ID HANDRAIL T
ee. PRIVATE MAXMIUM RECORDED FLOOD LEVEE RE'Z00 AHD WITH COUNCIL REGULATIONS
888 m2 i ——
NO VEHICULAR ACCESS BETS AHD [ RLIoAND
—_— wer
MINIMUM WATER RL 0.44 AHD- I ”
WALKWAY DECK VERTICAL _ j——— EXISTING
DESIGN LIVE LOAD - 2.0 kPa 1 \C gone WAL
1 tl g| ll ITCHING
H Watt Tt
MAXIMUM MOORED VESSEL - 5m | ” tl Il u
BERTHING VELOCITY - 0.5 misec |e HL tt
tl ' i
Hood 5 it u
PILES: gs) uot ul
ALL PILES SHALL BE APPROVED 1] I u
HARDWOOD AND TREATED I '
TO HAZARD 8. Be INSTALLED uu SIDE ELEVATION 0
STAI
IN ACCORDANCE WITH AS 2159 FRONT ELEVATION i:
PILING CODE
1500 O/A JETTY USE:
[Eastin REVETMENT PILES: SINGLE USER, PRIVATE
\ te ALL PILES SHALL BE APPROVED NO VEHICULAR ACCESS
VPs =) HARDWOOD AND TREATED
= 4575 DONOTRIX JETTY TO HAZARD 6.
ae a TO REVETMENT WALL ALL PILES SHALL BE INSTALLED WALKWAY DECK VERTICAL
z 5 a necmne: IN ACCORDANCE WITH AS 2159 DESIGN LIVE LOAD - 2.0 kPa
& 5 PILING CODE
5 == TO BEARERS WITH TWO
STAINLESS STEEL
P 150x75 SCREWS EACH END MAXIMUM MOORED VESSEL - 5m
g ell © © EAL ail BERTHING VELOCITY - 0.5 m/sec
& ay 8 12 COUNCIL REGULATIONS NOTES:
REAL PROPERTY oe de 1, UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1
DESCRIPTION a5ck75 OF APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN,
LOT 453 51a PILES:
RP 868304 18200 TREATED qb ENVIRONMENTAL PROTEG HON AGENCYS! OPERATIONAL POLICY BULDING
PARISH WEYBA wn g I, 7 AND ENGINEERING STANDARDS FOR TIDAL WORKS."
g &
Bio . TE ,ETC.,
COUNTY MARCH ih * § GeADE IO. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WAGERS,
(FOO E SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL.
| a = t . | 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
San : 560 7 ‘AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
< | PROPOSED \ fe 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
3 JETTY
a | | FRAMING LAYOUT ‘io:
| | R TH OM P SON PILE-IT PTY LTD " RABRINK PTY LTD T/A DrAvel pale
SITE PLAN | i:cco | | . TRADING AS wy John Norden S ASHTON MAY 2012
4506 PROPOSED JETTY NOOSA JETTY & Associates ‘SCALE DESIGNED
1500) O/A | 3000.08 LOT 453 BUILDERS ‘ Ni ACN 010 263 877 BS SHOWN CPEng, MiEAust, RPEQ.

 

 

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oe eo mom | JR REEETEa« | WORKING DRG
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