Council archive · source document
10/0783 - Approved Plans [As Published] · 142010.783
Plans and drawings: the text below has words only, no drawings.
NOTES:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE ALL LEVELS AND TIDE HEIGHTS
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE KEY COURT RELATIVE TO A.H.D.
A 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, ROOS, 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.
LOT 171
LOT 170
144° 25
608m2
608m2
O00 NOT FAX JETTY
TO REVETMENT WALL 1800 GIA
SOSTING REVETMENT
WAL 7]
SUNSHINE COAST |
REGIONAL COUNCIL
PLANS APPROVED |
sgn: AS
12000 QUAYLINE
: REAL PROPERTY \
DESCRIPTION
LOT 170
N. 218.58
PARISH WEYBA
COUNTY MARCH
SLANG GF ssaNordon
PROPOSED JETTY & Associates
ILDERS |
FRAMING LAYOUT Burbe LOT 170 lawson |" (Gus
™ cose KEV a 70 "WORKING DRG |
SS Bee eto KEY COURT Py SES» [_WORKING ore
NOOSA WATERS
Pr: 07 54487137 Fac 07 64487172
Emak ju
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Page 2
DECK RL 1.05
DECK RL 1.05 __
SIDE ELEVATION
150
KOCKER:
76x 38 HWO
4/16 x Not4 TYPE 17
STANLESSSTER
SCREWS @ 450 CRS
DETAIL “ T)
@ 200 6 MARINE HWD POLES 120 \ 1 }
NOTE THAT ALL POLES TO COMPLY
WITH AS 2160 - PLING
RESTON: A \
10 PL ANGLE BRACKET-
2016 SAS TO EACH MEMBER
150 x 75 HWO
Ru |
- K .
/ j
;
225 x 75 HWO
DETAIL “2
wT NT
DETAIL “3
= we
FRONT ELEVATION
160
JETTY USE:
SINGLE USER, PRIVATE
. |NO VEHICULAR ACCESS
WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa
MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 m/sec
i SUNSHINE COAST |
REGIONAL COUNCIL |
PLANS APPROVED :
Signature:
Date: .. BLE oO.
PROPOSED JETTY
LOT 170
(No.13)
KEY COURT
NOOSA WATERS
RABRINK PTY LTD T/A
John Norden
& Associates
ACN 010 263 877
Structural / Civil Design Engineers
‘Sute 16 ‘Tewantn Plaza”
. Avenus | PO Box 205
Pri 07 54497137 Fax 07 4407172
Emait r_eGiemode.cnnet
DATE
8 ASHTON MAY 2010
“nN
TcALE “ToemoaeD
/ 1 Cv
AS SHOWN
maUE {
WORKING DRG
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