Development Application - Part - 2 of 2 - Plan · OPW11/0414

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS
oh MAXIMUM RECORDED FLOOD LEVEL Ri 2.00 AHD
oo ris : -
RL 1.0 AHD 5) 1, UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE CLASS 1 OF
MINIMUM WATER RL0.44 AHO A AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
Pe et ate 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
JETTY USE: es L AGENCYS' OPERATIONAL POLICY - “BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS."
SINGLE USER, PRIVATE Wek ae lI t 3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
NO VEHICULAR ACCESS PITCHING | g 1 1 SEK OUALONS HANG, BOLTS, WAGNER, SCRENE, FEA, ETC, GULL. BE HOT OF FED GAL WNEEED
- I I W 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM ALLOY
i I 1] | OR STAINLESS STEEL BAND.
WALKWAY DECK VERTICAL HI r ‘ig I
DESIGN LIVE LOAD - 2.0 kPa U I I 8 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
u |
u 1]
SEAMOUNT QUAY
MAXIMUM MOORED VESSEL - 5m SIDE ELEVATION 2 20000
BERTHING VELOCITY - 0.5 m/sec ose ORE 7
PILES: FRONT ELEVATION
ALL PILES SHALL BE APPROVED wat = |
HARDWOOD AND TREATED MIN
TO HAZARD 6. ONE MIS 8S +
ALL PILES SHALL BE INSTALLED senciieninnia
IN ACCORDANCE WITH AS 2159
PLING CODE ; ar eae a 180x75 ee tne,
u . 150x75|HEADSTOCK = ¢——+——1M16 S/S i P— sanags
RECESS HEADSTOCK —+—— 9200 TREATED +——— 2200 TREATED
eens - jBcas
= eS
| TRADING AS
TYPICAL SECTION SPLICE JOINT DETAIL NOOSA JETTY
120 je BUILDERS
‘Sea bo ge Ucsnce No 723720
«x seiiaatines & LOT 107 R PO te Pere 7 cest0
1500 OVA TO REVETMENT WALL ae — 0417 749844
“4 ! | 900m2
q cy eee J. LIDDEL
tae |prme ~~. | PROPOSED JETTY
ie ed i \ |LOT 107
a5 ee (No.27)
25.1 140 F14 HMO FOED z SEAMOUNT QUAY
_ NOOSA WATERS
+ RABRINK PTY LTD T/A
oJ John Norden
REAL PROPERTY & Associates
DESCRIPTION Ni ACN 010 263 877
Structural / Civil Design Enginesrs
RP 830228 enya
PARISH WEYBA 20000 A Tewantin Q 4566
COUNTY MARCH Tee er Suara? Fax 07 54497172
OCTOBER 2011
Lia
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FRAMING LAYOUT naam a Soa
NN t a |
1-16 ? 12900 4100 OVA 3000 “ei a ae
- y ft