Council archive · source document
09/0246 - Approved Plans [As Published] · 142009.246
Plans and drawings: the text below has words only, no drawings.
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
; ——-
| DECK RL 1.0 AHD |
MINIMUM WATER RL 0.44 AHD
PILES:
ALL PILES SHALL BE APPROVED HARDWOOD
AND TREATED TO HAZARD 6.
ALL PILES SHALL BE INSTALLED IN ACCORDANCE
WITH AS 2159 - PILING CODE
PILEAT PTY LTD
NOOSA JETTY
BUILDERS
Uucence Mo 723720
ABN 56 069 038 736
PO Box 298 PivFex 07 54743480
1900 EASTING
1:60
| CONCRETE RETAINING WALL
REMOVE THIS PORTION
OF EXISTING JETTY
AND EXTEND AS SHOWN
£ Gis 4506 0417 749644
C. PARKER & A. STAAL
PROPOSED
EXTENSION TO JETTY
No.21 (LOT 887)
WATERSIDE COURT
NOOSA WATERS
DECKING:
38 x 125 F14 HWD FIXED RP 906963 RABAINK PTY LTD T/A
TO BEARERS WITH PARISH WEYBA J John Norden
TWO STAINLESS STEEL COUNTY MARCH
SCREWS EACH END & Associates
| ACN 010 263 877
2 200 MIN TREATED een Srnec Den Ree
NAL N e
ace PLANS APPROVED paral ened Hard ey
Tewartin Q 4566
Signatur
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8 ASHTON FEBRYARK 2000
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WOCKER:
75 x 36 HWO
4 TYPE 17
STAINLESS STEEL
SCREWS @ 450 CRS
_ PRES
© 200 H6 MARINE HWD POLES
WITH AS 2
TYPICAL SECTION
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
NOTE THAT ALL POLES TO COMPLY
15@ - PILUNG COOE
|
160 x 75 HWO
2Ad16 S/S
2M16S38 |
PLES:
@ 200 H6 MARINE HwWD
NOTE THAT ALL POLES TO COMPLY
WITH AS 2150 - PILING
200 x 75 HWO
=a
120
150 «x 75 HWwD
10 PL ANGLE 200 x 75 HWD
2A416 S/S TO EACH MEMBER e
Boies
2M16SS
1580 x76 HWO --—-
DETAIL sy
NOTES:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
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, 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.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM
THE DRAWINGS.
PILE-AT PTY LTD
NOOSA JETTY
BUILDERS
Ligence Mo 723720
ABN 55 068 036 736
PO Box 298 Prax 07 54743480
C. PARKER & A. STAAL
PROPOSED
EXTENSION TO JETTY
No.21 (LOT 887)
WATERSIDE COURT
NOOSA WATERS
PTY LTD T/A
John Norden
& Associates
MCN 010 263 877
Swrvcturel / Covll Design Engineers
Sume 16 ‘Tewantn Plaza”
Poinciane
Avenue | PO Box 206
Tewantin Q 4665
SUNSHINE COAST
REGIONAL COUNCIL
PLANS APPROVED
Ph: 07 54407137 Fax 07 64407172
Emat: [email protected] net
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Page 3
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