Approved Plan · OPW11/0262

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW      11/0262.0   5 AUG 2011


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RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS
MAXIMUM RECORDED FLOOD LEVEL Ri 2.00 AHD
DECK TOP OF WALL Ff a NOTES:
RL 4.0 AHD RL 1.0 AHD
gr 1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
MINIMUM WATER RL.0.44 AMD 7 AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
JETTY USE: EXISTING H + AGENCYS' OPERATIONAL POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS."
SINGLE USER, PRIVATE WAL i =|]
STONE —t 3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316, ALL OTHER
NO VEHICULAR ACCESS PITCHING i _ 4 STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED
i ee | AMLESS STEEL.
aa—t I ho fos
98 cet i i g F a 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM ALLOY
WALKWAY DECK VERTICAL | (| nT Hel ig] | OR STANLESS STEEL BAND.
DESIGN LIVE LOAD - 2.0 kPa , , g Uo r i ig 8. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
U on. |
i 1] Py a Td
iH UW SIDE ELEVATION 4 my MIN
MAXIMUM MOORED VESSEL - 5m u Ua U of —ONE M18 s/s +
BERTHING VELOCITY - 0.5 m/sec "100 SALTWATER AVENUE lean 150x78STRINGER -
FRONT ELEVATION ar EF FT seen [ox Tesi cours]
PILES: 4:100 ; ° 180 x 78| HEADSTOCK om} sane ge ‘ Se ae :
aouee remo S| 88
TO HAZARD 6. RECESS HEADSTOCK + 8200 TREATED + 8200 TREATED
ALL PILES SHALL BE INSTALLED SUNSHINE COAST REGIONAL COUNCIL 28 NOM INTO PLE more mo Pae
IN ACCORDANCE WITH AS 2159
PILING CODE Me
APPROVED
OPW —11/0262.0 5 AUG 2011 TYPICAL SECTION SPLICE JOINT DETAIL
420 420
PILE-IT PTY LTD
TRADING AS
G, NOOSA JETTY
(x | vo nor exer LOT 513 BUILDERS
d pa TO REVETMENT WALL Licance No 723720
ara sue / EXISTING REVETMENT 839m2 pope 2 Pwrex 07 84743480
WALL Noosavite Moble 0408 137528
a i Qid 4588 0417 749644
| 8] C. COLLINGE
- tf PROPOSED JETTY
z LOT 513
Tales st (No.56)
2 6d 8 SALTWATER AVENUE
shige | & NOOSA WATERS
zs RABRINK PTY LTD T/A
§ ip us John Norden
g 1 & Associates
é e . ACN 010 263 877
g | Structural | Civil Design Enginsere
8 R x75 Sufte 16 Tewartn Piexa’
~ io 3800 480 £x, Tonia | PO Box 206
«100 01 pro Saar? Fax 07 84407172
DRAWN BATE
REAL PROPERTY
. FRAMING LAYOUT DESCRIPTION | 8 ASHTON mn
LL smte 4:100 2 sce .
. LOT 513
ss - RP 880344 “enous Kt ng, MIEAust, RPEQ.
PARISH WEYBA s8UE
COUNTY MARCH WORKING DRG
DRG NO, AMENDMENT
SITE PLAN 120 11/89-1