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OPW10.2151 Approved Plans 2 of 2 pdf · OPW10/2151

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SUNSHINE COAST |}
REGIONAL G@UNCIL |
PLANS A PROVED |

 

 

BEARERS 150 x75 HWD: NOTES: sees |
ates 4. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE L2#@ 22. (7AM Ea
2Mi6 88 DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
muse A STRESS GRADE OF F14 MIN.
410CKER:
75 x 38 HWD @ 200 HB MARINE HWD POLES
TPB ANOleTYPE {7 , NOTE THAT ALL POLES TO COMPLY 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL
STANLESS STEEL 20075 wo COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCYS'
SCREWS OPERATIONAL POLICY - "BUILDING AND ENGINEERING
STANDARDS FOR TIDAL WORKS.
2 200 HE MARINE MWD POLES 3, ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE
NOTE THAT ALL POLES TO COMPLY APPROVED MARINE GRADE 316. ALL OTHER STEELWORK
DETAIL INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC.,
RETAL CE SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED
OR RINGED.

5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM

SECTION/ A THE DRAWINGS.
= Zs

160 x78 HWO
10 PL ANGLE BRACKET 200 x 75 HWD
216 S/S TO EACH MEMBER 2

J 3 V KEECH
PROPOSED JETTY
LOT 368
2uiese NEPTUNE CIRCUIT
BE 1mx7sHwo NOOSA WATERS
JETTY USE: RABRINK PTY LTD T/A
SINGLE USER, PRIVATE “env John Norden

& Associates

 

| NO VEHICULAR ACCESS

ACN 010 263 877

Strvotural | Civil Design Engineers

"WALKWAY DECK VERTICAL ton tee ar
DESIGN LIVE LOAD - 2.0 kPa DETAIL Town Gases
(MAXIMUM MOORED VESSEL - 5m 9¢9—<—— 7
BERTHING VELOCITY - 0.5 m/sec Pe smeror [orca |
Lake mente _|

WORKING VG DRG

 

 

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