Operational Works Application OPW18-0335 · OPW18/0335

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

  

 

 

 

 

 

 

  
    

 

  

 

MEMBER SCHEDULE
br $000 fe 3000
LABEL MEMBER
Pt #300 CONCRETE PIER (C50 MPAI 200 2100 L 2100 1500 { 1500 +
Bi 155 BT 16 |
SB2 150PFC é 5B
L ae $82 . S82, _ sp2
St 980%50 F17 HWD [ = 5 -
2 B — + (B =
q B
° of ns rel
“HARINE GRADE! MATERIAL NOTES 3 “a > Oc - a oe 2 om ~ x
¢
ALL TIMBER MEMBERS H6 TREATED UNO | a 5 —- «OB
a ~wis 2
ALL STEEL STRUCTURAL MEMBERS TO BE GRADE ~ ~ ee "yer Tt ~ m
300 OR HIGHER & ~ 5
sB2" g
ALL STEEL-WORK TO BE HOT DIP GALVANISED A
AFTER DRILLING, WELDING ANO DRESSING, 2 — J1 @ 450 cfc is
a
CONCRETE PIERS TO BE C50 MPA WITH 65mm COVER PLAN VIEW sv
1:50
ase
CHEMICAL ANCHORS
MIN, 120mm L ee
— EMBEOMENT COPYRIGHT
THIS DESIGN AND PRINT iS THE PROPERTY OF TED
SE Aa +e Kt 48 J1@ 450 MAX. cc GERUETT ANO MUST NT BE USED, REPRODUCED OR CaPIeD
IW * ° WITHOUT WRITTEN PERMISSION FROM TED BENNETT.
RE a
a a APPROX. MAX Registered Professicnat Engineer 198234
ANN 8 WATER LEVEL Mr Edward / \ quennatt
we ~ APPROX WAX x Signature... ols Date 12/107 2010
. « Ww
(acd coon feneinetantal struotal/Geotecholal
shat
tes |
“st — a CIVIL & STRUCTURAL ENGINEERING
SES KK BERKS DESIGN SERVICES PTY. LTDasne
« “ (CONSULTING STRUCTURAL, CIVIL, GEOTECHNICAL & ENVIRONMENTAL EAGIKEERS
tal 9 Meneitt Road BELROSE 2005 PHONE 61-02 9975 3899.

 

 

 

  
 

800 MAX.

OVERHANG 1500 MAX. c/c

 

   

   

 

LONGITUDINAL SECTIONS

 

1:20

Tict

 

MIN. 1000 mm_y

 

RE

 

9300 PIERS (MAX. 2M ABOVE

RIVER BED) TO BE PLACEO INTO
APPROX. 1000mm OF ORIGINAL
MATERIAL.

9300 PIERS

SNI6

N12 LIGS AT 200crs
65mm COVER

FAX 61402 9975 1983
NOBLE 9407 153 699
EMA — [email protected]

oxen = SCOTT CARRIER
ewac STRUCTURAL DETAILS FOR NEW WHARF
AT 28 THE PENINSULA, NOOSA WATERS

Beale

AS SHOWN

gee
C-11-266610

 

£ eovosvears |
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CTION
20