Part 2 of 2 - Part 2 of 2 - Plans - 177 Shorehaven Drive, Noosaville · OPW10/2149

 

 

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

 

 

 

 

 

  

 

TOP OF WALL

 

 

 

 

 

 

 

 

 

 

 

 

 

TOP OF WALL
DECK RL 1.0 AND DECK
RL 1.0 AND RL 1.0 AHD
=
MINIMUM WATER RL 0.44 AHD |
PILES:
ALL PILES SHALL BE APPROVED HARDWOOD
_ a AND TREATED TO HAZARD 6.
ALL PILES SHALL BE INSTALLED IN ACCORDANCE
REGE IE CORR WITH AS 2159 - PILING CODE

PILES:
@ 200 MIN TREATED
HWD POLES

 

 

L | 1:50

NOTE: DO NOT FIX

ELEVATION 1

 

 

 

mom |

 

cad a aCe CR

aN
\

x — T
PILES TO BE CLEAR OF STONE |

PITCHING AND ASSOCIATED

GEOTEXILE FABRIC

+L:

_J—_

DECKING:

 

 

38 x 125 F14 HWD FIXED

 

 

 

TO BEARERS WITH
TWO STAINLESS STEEL

SCREWS EACH END A

(bOx75

 

 

 

 

2400

 

 

 

 

 

 

30088
Te02 10"

80am2

9000 OVERALL

 

 

 

 

 

 

LOT 710

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FRAMING

 

 

 

 

 

 

 

LAYOUT

1:50

            

 

 

 

 

130

REAL PROPERTY
DESCRIPTION

LOT 710

SP 100034
PARISH WEYBA
COUNTY MARCH

SITE PLAN

ELEVATION 2

 

 

 

STONE PITCHING

 

 

 

PILE-IT PTY LTD
TRADING AS:

NOOSA JETTY
BUILDERS

Licence No 723720

ABN 55 099 036 736

PO Bax 290 PriFan O7 §4743480
Nooaavitie Modte 0408 137528
id 4566 0817 749644

 

SBM ENTERPRISES PTY LTD
ATF MBS UNIT TRUST
PROPOSED JETTY
LOT 710

No.177

SHOREHAVEN DRIVE
NOOSA WATERS

 

RABRINK PTY LTD T/A

John Norden
& Associates

ACN 019 263 877
Structured / Civil Design Engineers

Suits 18 ‘Tewantn Ptaza*
Poinciana Avenue / PO Bax 205
Tewartin © 4565

Ph: O7 54497137 Fax 07 $4497172
‘Emait jn_eGimemodeornet

 

 

 

DRAWN SATE
S. ASHTON MARCH 2010
wt
. ~
AS SHOWN fo
ceed MiEAust, RPEQ.

 

> WORKING DRG

 

~10/42- 1 | A.