OPW11/0262 Development Application part 2 of 2 Plans, 56 Saltwater Way Noosaville

 

 

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WITH COUNCIL REGULATIONS
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
DECK TOP OF WALL- i — NOTES:
RL 4.0 AHD RL 1.0 AHD
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
MINIMUM WATER RL 9.44 AND SEE 7 AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
- l 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
JETTY USE: EASTING Le AGENCYS' OPERATIONAL POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS.”
SINGLE USER, PRIVATE WALL stone 1 eH 3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
NO VEHICULAR ACCESS PITCHING i — STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED
] | AF —o = OR STAINLESS STEEL
| HI “=e
SS an in I] | g Pht 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM ALLOY
WALKWAY DECK VERTICAL I UI YF lef th fo ns ome ee
DESIGN LIVE LOAD - 2.0 kPa , , g Ua r i ig 8. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
U on. |
I 1 iy dl
iH i SIDE ELEVATION 4 my in
MAXIMUM MOORED VESSEL - 5m u uae Uo ONE ure ss +
BERTHING VELOCITY - 0.5 m/sec +100 SALTWATER AV 10x 7BSTRINGER | -
FRONT ELEVATION eee AVENUE EF FT neon [ox Tesi cours]
145°20" 4 t a “4
ALL PILES SHALL BE APPROVED "0 _* tsox7e|weanerock | +— rien NS teas
HARDWOOD AND TREATED * * EACH BEARER
TO HAZARD 6. RECESS HEADSTOCK }--——~ 200 TREATED “]--—-—— 200 TREATED
ALL PILES SHALL BE INSTALLED 25 NOM INTO PILE Mw PLE HWO PRE
IN ACCORDANCE WITH AS 2159
PILING CODE _
TYPICAL SECTION SPLICE JOINT DETAIL
120 420
PILE-IT PTY LTD
TRADING AS
Sy NOOSA JETTY
/ x* sonormmrn LOT 513 BUILDERS
J | ‘TO REVETMENT WALL Licance No 723720
ara tate / EXISTING REVETMENT 839m2 pope 2 Pwrex 07 84743480
WALL Nooseviie Mobile 0408 137526
Qid 4588 0417 749644
i e
| 8] C. COLLINGE
~ PROPOSED JETTY
: LOT 513
Fads a (No.56)
. § SALTWATER AVENUE
shige | & NOOSA WATERS
zs RABRINK PTY LTD T/A
$ i on us John Norden
g 1 & Associates
s Hl NP sotto zee
g | Structural | Civ Design Enginsere
8 R x75 Sufte 16 Tewartn Piexa’
~ io 3800 480 £x, Torneo 1 PO Box 206
4100 OVA Enat pr earn Fas 07 64497172
DRAWN DATE
REAL PROPERTY
. FRAMING LAYOUT DESCRIPTION . we a
LL ate 1100 ¢ LOT 513 as enown Cx
8s “ RP 880344 MIEAust, RPEQ.
PARISH WEYBA eeue
COUNTY MARCH WORKING DRG
. DRE KO, PSEEROMENT
SITE PLAN 20 11/89-1