06/1266 - Op Works Transport Type 5 Domestic Marine [As Published] · 142006.1266

 

 

 

GENERAL NOTES

4

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THE CONTRACTOR SHALL VERIFY ALL SETTING OUT DIMENSIONS PRIOR TO
COMMENCEMENT OF WORKS.

 

   

J.T. COX CP Eng FIE Aust RPEQ No. $880

= 2 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE
[vg ARCHICTECTURAL DRAWINGS AND ANY DISCREPANCIES SHALL BE REPORTED
< TO THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PORTION OF
a THE WORK.
z 3 00 NOT OBTAIN DIMENSIONS BY SCALING FROM THESE DRAWINGS,
O| & ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE. WITH
m: THE REQUIREMENTS OF THE CURRENT EDITION OF SAA CODES AND
| THE BUILDING CODE OF AUSTRALIA.
>| Cc) OQ 5 THE CONTRACTOR SHALL CHECK THE LOCATION OF ALL UNDERGROUND
i! 1 6 M E R M A | D U A Y SERVICES FOR ALIGNMENT AND LEVEL PRIOR TO THE COMMENCEMENT OF
| CONSTRUCTION,
c :
w| & ANY DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THE
a: DRAWINGS AND THOSE DETERMINED ON SITE SHALL BE REFERRED TO
o} a/useisie2n J0sTs THE ENGINEER BEFORE PROCEEDING WITH THE WORK,
$ /145¥. it
|
O00 960 2600 1200, 2400 1800
: 37M12 MASONRY ANCHORS 47M12 MASONRY ANCHORS
| TO CANAL WALL~100mjs EMBEOMINT. TO CANAL WALI-100mm EMBEOMENT.
i CANAL WALL
if 1 . T if. + i
I I ey dg
: : |
3 600, 800 = 4s
7 ! a eo
125xb5(F27¢ | 3S et J— RAMP S|
_ | a S| iS DOWN S|
: a “fis. PO
8 | a z
sj i : 4 42
iL | =I" j= 3/N20x651F271 JOISTS
125x45(F 271 | i it@mm FORM PLY 6/90x70 HWD POSTS ORIVEN tmetre
: : | g INTO CANAL BOTTOM
2 | | WEP WEATHER MATTING 2/M12 BOLTS TO JETTY BEARERS,
z = TREATED PINE | ;
2 = i
g & Sa pecan. PROPOSED
3
& JETTY
= :
z
| 3 |
3 s \
= |
a :
3 L
9/125x450 HWD POSTS DRIVEN tmetre |
INTO CANAL BOTTOM 4500 |
2/Mi2 BOLTS TO JETTY BEARERS. ‘
PROPOSED \ ENGINEER GEATIFICATION:
JETTY |
i
i

 

 

 

 

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JETTY LAYOUT

 

 

 

   

Date. Sth JBNE 2006

[

COJA consuctind ENGINEERS PTY LTO
CONSULTING STRUCTURAL ENGINEERS

243 PRYOR ROAD ,VERRIEROALE OLD 4562

TEL: (O7] 5671 1385 FAX: (07) S47T 1386

 

 

 

Purse

 

J T COX €P Eng FIE (Aust, RPEO
RPEQ No,5880

 

 

 

 

 

 

 

 

 

REVISION DETAILS

 

 

DATE

JETTY AREA: 30square metres

PROPOSED JETTIES AT

16 MERMAID QUAY-NOOSAVILLE
FOR CHRIS GRANDEMANGE
ARRANGEMENT & DETAIL

 

 

SCALE:

 

SHEET SIZE:
1:100 A3 K74

DRAWING NUMBER:
05-902

 

 

 

 

REVISION

oT