OPW14/0170 - Application for Operational Works - Private Jetty - 31 Waterside Crt, Noosaville

 

 

 

 

JETTY USE:
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS

 

 

 

 

 

 

 

 

 

 

 

 

WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa

 

 

 

 

 

 

MAXIMUM MOORED VESSEL
LENGTH - 5.0m WEIGHT - 1500kg
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

FRONT ELEVATION

4:100

 

 

 

NOTES:

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

2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
AGENCYS' OPERATIONAL POLICY - “BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS.”

3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED
OR STAINLESS STEEL.

4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM ALLOY
OR STAINLESS STEEL BAND.

5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DO NOT FIX JETTY
(a TO REVETMENT WALL 10g
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HANDRAIL: § ’ . 1-M16
RIGID HANDRAIL £, / 88
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REGULATIONS
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DECKING: 8 ph 3 : 8
28 x 140 F14 HWD FIXED a 1° 5
TO BEARERS WITH TWO
STAINLESS STEEL et 3 $ z
SCREWS EACH END % #| 2 : g| 8

8 r "20 x 8

160 2700 1
3000 O/A
FRAMING LAYOUT y 4 J

 

 

 

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| ean MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHO THE HEIGHT OF THE PILES
ABOVE NATURAL GROUND
SHALL NOT EXCEED THE
MINIMUM WATER RL 0.44 AHD PILE DEPTH IN THE
NATURAL GROUND
1
lig |
mn, i
i
SIDE ELEVATION
LOT 882 REAL PROPERTY
DESCRIPTION
ian LOT 882
tH oem RP 906963
bpp pape PARISH WEYBA
| 160 x75 oe 150 x75 & COUNTY MARCH
HL) | othe
hore
U r
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SPLICE JOINT DETAIL PROPOSED
tm z JETTY
© LOT 882 (No.31)
% ten a WATERSIDE COURT
© Et ae NOOSAVILLE
% aint
VERTICALLY Norden
Ef ase oes | PROPOSED w Engineering
° HEADSTOCK of JETTY
u 180 x 75) 116 SIS \\ _ i Structural / Civil Design Engineers
RECESS HEADSTOCK | —— 2200 TREATED wh) ™ Ponce frau 7 PO Bo 188
Ld \ 3000 O/A Pic O7 BAMGTI37 Fac 07 64 84407172
TYPICAL SECTION ++ mm | umnum
” SITE LAYOUT ee eee
WORKING DRG

 

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