Council archive · source document
09/0654 - Approved Plans [As Published] · 142009.654
Plans and drawings: the text below has words only, no drawings.
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NOTES:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
PLES: A STRESS GRADE OF F14 MIN.
75x38 HNO NOTE THAT AL POLES To cuaey
UT6 x Not4 TYPE 17 WITH AS 2189 - PILING CODE 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL
SCREWS @ 420 Crs COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCYS'
- OPERATIONAL POLICY - “BUILDING AND ENGINEERING
STANDARDS FOR TIDAL WORKS."
MOTE THAT ALL FCLED TOC eaLY 3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE
WITH AS 2180 - PLING CODE APPROVED MARINE GRADE 316. ALL OTHER STEELWORK
DETAIL INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC.,
5 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
THE DRAWINGS.
SECTION/ A>
SUNSHINE COAST
REGIONAL COUNCK. ,
150 x 75 HWD
10 PL. ANGLE BRACKET
20416 8/8 TO EACH MEMBER
fr ¢
200 x 75 HWO
DETAIL
J
180 x75 HWO
JETTY USE:
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS
WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa
MAXIMUM MOORED VESSEL - 5m DETAIL
BERTHING VELOCITY - 0.5 m/sec
100
RABRINK PTY LTD T/A
J John Norden
& Associates
ACN 010 263 877
2416 8S
180 x 75 HWO
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