Approved Plans OPW18-0125 · OPW18/0125

          -
  NOOSA COUNCIL
  APPROVED PLAN
OPW18/0125 8 JUN 2018


[OCR of page images]
 

300

 

 

18000 QUAYLINE

 

 

 

3000
JOP OF PLE RL +34 AHD_ 2
5.0m x 3.0m
FLAT DECK
CONCRETE
PONTOON

HALT. RL 0,99, AHO.
MHWS, RL 20.57 AHD_ 2

I>

}-— PILE CAP

b-— 2 X #315 PVC CONCRETE PILES
WITH $400 HDPE SLEEVES.

 

 

 

 

 

 

 

AbD= RL 00 3 WATERLINE,
HLWS, RL-043 AKD_ 9 eee "Ss .

as |

Ld

3500mm MINIMUM EMBEDMENT
jo-—— TO NATURAL GROUND

 

 

ELEVATION - SCALE 1:60

3X 016 S/S BOLTS
200 EMBEDMENT

12000-

ALUMINIUM GANGWAY

[sn 135m

 
 
     
 
   

3 x M16 S/S BOLTS

 

 

 

 

 

 

‘NEW CONCRETE
[er BLOCK

 

 

 

 

r-32 MPa CONCRETE.

 

200 EMBEDMENT
ALUMINIUM ANGLE 600 RF-82 FABRIC,
GANGWAY BRACKET. \ 0 Min. TOP COVER.

 

See

 

OR 900mm

 

 

 

 

 

 

NOOSA COUNCIL
APPROVED PLAN

 

OPW18/0125 8 JUN 2018

Ws 125
4-51 51
100 x 12 PLATE ALUMINIUM
GANGWAY CONNECTION BRACKET .
SLB2 MESH - VERTICAL 3
75mm COVER EACH FACE-C|
N12 TIES - 600C06
EACH END —_———
}- 13 —____4

‘SL82 MESH - SQmm COVER
TOP OF CONCRETE BLOCK
(NOT SHOWN FOR CLARITY)

 

 

 

 

 

 

SL82 MESH - VERTICAL
15 COVER EACH FACE

 

 

 

 

 

L
Eto HEEL OF WALL

 

5 - N12 TIE U-BARS
600 COG - 50 COVER

 

 

 

 

 

 

 

 

 

 

 

 

PLAN ~ SCALE 1:20 ELEVATION - SCALE 1:20
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PRIOR 1OF AQUA DRAW 100 WICHLINSKI
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