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Approved Plan - OPW14/0120

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          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW14/0120 2 APR 2014


[OCR of page images]
 

ph ce er Oy

103° 497

 

   

  

LOT 319

 

825 m2

SITE PLAN ::20

 

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

 

 

PILES:

ALL PILES SHALL BE APPROVED
HARDWOOD AND TREATED

TO HAZARD 6.

ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159
PILING CODE

 

 

 

REAL PROPERTY
DESCRIPTION
LOT 319

RP 880348
PARISH WEYBA
COUNTY MARCH

LY

NOTES:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1
OF APPROVED SPECIES AND HAVE A MINIMUM 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, RODG, 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.

§. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.

r— ONE M13 S/S

VERTICALLY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ome YI 19416 S/S L 180 x 76 = 7 oe
Li . 160x7|HEADSTOCK «=| «+1168 y a cantews
25 NOM INTO PILE we O
TYPICAL SECTION SPLICE JOINT DETAIL

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MINIMUM WATER RL. 0.44 AHO
=|
i
ati ai fh
I yy fu
yi !
u Uu SIDE ELEVATION ::10
FRONT ELEVATION i:
ooo - Basra
Par Tole SINGLE USER, PRIVATE
EL fatal \— secre, | SENS DEDGAR
; ven PROPOSED
a = To BeAtens WITH TWO WALKWAY DECK VERTICAL JETTY
s| + 196 SCREWS EAGH END DESIGN LIVE LOAD - 2.0 kPa LOT 319 (No.32)
| ts i ‘Repro SALTWATER AVE
8 “=| de REGULATIONS MOORE! -
| I CONCH. SETTING VELOCITY Crm NOOSAVILLE
FET: a0 TREATED Norden
Ha \ INP Engineering
Fe - at |! — “a
Y 1 4 \ rey Poiana Averue / PO Box 1183
FRAMING LAYOUT si PILES: coverage
ALL PILES SHALL BE APPROVED ini ae
HARDWOOD AND TREATED
at PILES eran BE INSTALLED ail _—
NOOSA COUNCIL eee a amon | ee
APPROVED PLANS PUN core = a
OPW14/0120 2 APR 2014 WORKING DRG

 

 

 

~" 31096-1

 

 

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