09/0731 - Approved plan [As Published] · 142009.731

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

/ / MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD /
TOP OF WALL [
DECK RL 1.0 AHD
RLIOAHD_ I! 4
MINIMUM WATER RL 0.44 AHD ee
: . SUNSHINE COAST ~
REGIONAL COUNCI
PILES: PLANS APPROVE
ALL PILES SHALL BE APPROVED HARDWOOD “

     

   

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

1.60 L |

 

|
|||
earn 1

 

 

 

 

DeCIONG: | | 3
MWB x 125 F144 MWD FLXED :

TO BEARERS WITH

TWO STAINLESS STEEL

SCREWS EACH END

9000 OVERALL

EQUAL

Ww
Kx
x

‘B

|

 

 

PWES:
200 Nit TREATED sO
HWD POLES

150 x 75

 

EQUAL

 

 

 

200 x 7.

<1)

FRAMING LAYOUT 10

re
/4~

AND TREATED TO HAZARD 6.
ALL PILES SHALL BE INSTALLED IN ACCORDANCE
WITH AS 2159 - PILING CODE

 

HE ANCHORAGE

 

  

t
_ 17424 ee - 2
3100 s” _ —_
rye 623560
| |
i
| \
)
| |
| \
| \
| y
| LOT 810
810m2
|
\
|
|
1500
| fy}
, “FO ~ B
DESCRIPTION |
REAL PROPERTY |
|
LOT 810 |
RP 910419
PARISH WEYBA l

\ 4105 |
SITE PLAN OT oF

Signature Mp
—_
Date (2 gay, 200%

  
 

 

 

7 ELEVATION 2
an

KUCKER:

76 x 38 HWD

V5 x No14 TYPE 17
STAINLESS STEEL
SCREWS G 460 CRS

PILES:

© 200 16 MARINE HWD POLES
NOTE THAT ALL POLES TO COMPLY
WITH AS 21598 - PlUNG CODE

150 x 75 HWD
FIC TO EACH Pai
WITH 2/4616 54S BOLT

TYPICAL SECTION
120
180 x 75 HwD -
216 SIS
2M16 SS
PUES:
@ 200 46 MARINE HWD POLES
t NOTE THAT ALi POLES TO COMPLY
WITH AS 2156 - PILING CODE
200 x 75 HWO

DETAIL /1 \

1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
AND HAVE A STRESS GRADE OF F144 MIN.

NOTES:

2 UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL
PROTECTION AGENCYS' OPERATIONAL POUCY - "BUILDING ANDO ENGINEERING STANDARDS FOR TIOAL
WORKS.

3. Aci STAINLESS STEEL BOLTS. RODS, ETC.. SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
STEEL WORK 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 SE SCALED FROM THE ORAWINGS.

       
 
  

     

BUILDERS

Ucence Mo 723720
ABN SS 000 036 736

28 Sunes Drive Pr ax 07 64664762
Monse 0408 137628
0617 740644

  
      
    
    
 

PROPOSED JETTY
LOT 810

(No.3)

THE ANCHORAGE
NOOSA WATERS

RABRINK PTY LTD T/A

John Norden
& Associates

ACN 010 263 877
ree
Swucowsi / Chui Design Engmeers

 
     
    
  

  
    
       
  
 

  
 
 

Sums 16 Tewentn Plane”
Panaana Avenue / PO Bax 206
Tewantn Q 4665

     

Ph: 07 54467137 Fax 07 64407172
Emaai:

    
  

pee
Po9/eo-1 |