APPROVED Plan · OPW10/2195

 

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

FRAMING LAYOUT

 

 

 

 

 

 

 

 

 

 

    

i TOP OF WALL TOP OF WALL |
i DECK [ #9 AHD RL 1.0 AHD |
REO AH —_ ; ee
EH W y ;
MINIMUM WATER RL 0.44 AHD
SESS SS SS AV
| | i 6 SALTWATER
| ' | ! 44885
| | ' | i ‘ ga OF
1 FRONT ELEVATION a wove: conor ex |
' 150 ua oo wan JETTY TO WALL
| | fs [- RETAINING WALL
I! \ \
iM ae \
or — Li ' [ | I 8 | | i
/ {
BROFSENY Af © 150 x75 ye |
JETTY USE: PILES TO BE CLEAR i | / i
SINGLE USER, PRIVATE 8 GEOTEXTILE FABRIC al ase
NO VEHICULAR ACCESS cS Ss | |
os s| 8) |8 4 /
WALKWAY DECK VERTICAL i ; s !
DESIGN LIVE LOAD - 2.0 kPa | { as ag
200 MIN | Ss 8
remmo I asok7s se LOT 876 g
MAXIMUM MOORED VESSEL - 5m ~ j
BERTHING VELOCITY - 0.5 m/sec | — vecuna: 779 m2
25 x 140 F14 HWD ~ { | }
SCREWED TO BEARERS. . : '
PILES: 4 i
ALL PILES SHALL BE APPROVED 3|§ ; |
TOHAZARDO RoMroco 8 / SUNSHINE COAST REGIONAL COUNGIL
fe i n 7 !
ALL PILES SHALL BE INSTALLED | WITH COUNCIL REGULATIONS | | APPROVED |
IN ACCORDANCE WITH AS 2159 | ssodzs |
PILING CODE ; r r opw.192195 17 JAN 2011)
i 1 : |
Q ec | x t
irene 3, 8) 18 3 |
4416 S/S TO HEADSTOCK Hi - iam ‘
1M16 S/S TO STRINGER H | i wo '
‘ 5015 es 5016 '
p——_—_-—_<—_ + |
150 x75 e578 2
eS EEE——_ EE —E EE SEE | j Fi eae 11831 fin Mae
208° 29° 10° .
< / =
s 150 x 75 E—
8 ! PROPOSED | < '
! JETTY ES 3 i
q 150x75 ~ 8 .
EQUAL 2 ‘ '
|
<
7000 O/A 88

 

 

 

  

 

DECK
RL 1.0 AHD

 

PL... —__

¥ = Tt

 

 

2% 7160 x75 STRINGER

FEET nee ss

 

 

 

 

 

 

 

 

i‘ \ 180x75|HEADSTOCK = e+ 1M16. 9/8
25

RECESS HEADSTOCK ~—}-—~ 2200 TREATED
& STRINGERS HWD PILE
25NOM INTO PILE

TYPICAL SECTION

4:20

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.

 
  

 

REAL PROPERTY

DESCRIPTION

LOT 876

$P102594

PARISH WEYBA

COUNTY MARCH hil

ee
ea os

SITE PLAN 22 ke
4062 O2

1200 Wo OF

ie)

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PILE-IT PTY LTD

NOOSA JETTY
BUILDERS

socio PivFax 07 54654762

P CARRICK
PROPOSED JETTY
LOT 876

(No 17)
SALTWATER AVE
NOOSA WATERS

 

RABRINK PTY LTD T/A

John Norden

J

& Associates
NT ACN 010 263 877
— ‘Structural / Civil Design Engineers

‘Sue 16 Tewantn Plaza”
A Poiniana Avenue / PO Bax 205
= Tewantin Q 4565
=—
Pr 07 54497137 Fax 07 54497172
Emait: [email protected]

 

 

DRAWN OATE

S ASHTON OCTOBER 2010

Da

 

   

SCALE

sss |
|. MIEAust, RPEQ.

 

 

    

—T DRG

 

“"10/146-1