150MossmanCt-1 · OPW16/0101

 

TOP O
RL 1.95 AHD

\ | TING REVETMENT Wall

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

    

 

2000

 

SIDE ELEVATION aN ‘

ale 1:100

 

   

JETTY FRAMING SCHEDULE
<K SIZE/GRADE

 

PIX ov
TO REVETVENT

 

 

200dia H6 TREATED

 

 

 

 

 
 

 

T

MOSSMAN COUR

GW

SITE N

2250

 

 

 

 

 

GENERAL NOTES

 

 

 

 

I ALL TIMBER SHALL BE DURABILITY CLASS | OF APPROVED SPECIES WITH A MINIMUM STRESS GRADE
OF FIA UNLESS NOTED OTHERWISE.

 

Project GETTY PLANS
2 ALL CONSTRUCTION TO COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL
POLICY — “BUILDING ANP ENGINEERING STANDARDS FOR TIDAL WORKS" UNLESS NOTED OTHERWISE.

 

eeation | ot (62 Mossman Ct
2 ALL BOLTS, ROPS ETC TO PE MARINE GRADE Sl6 STAINLESS STEEL, ALL OTHER STEEL WORK NOOSA HEADS
INCLUDING NUTS, BOLTS, WASHERS AND SCREWS NOT TO BE HDG OR STAINLESS STEEL

 

A TOPS O PILES TQ BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM OR,

et 69 o S5P N2|B59
STAINLESS STEEL BAND

 

 

 

 

 

 

 

Weyba "March

5. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DIRECTLY FROM DRAWING. ANY

DISCREPANCIES, ERRORS, OMISSIONS OR QUESTIONS SHOUD BE DIRECTED TO THE BUILDER OR WORKING DRAWINGS

Site Plan and Jetty Layout

6 CONSTRUCTION MUST NOT VARY FROM THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL FROM N

THE OWNER, RELEVANT AUTHORITIES AND THE DESIGNER ° MCA4C-O0|
7. THESE DRAWINGS HAVE BEEN PREPARED FOR PULDING APPROVAL ONLY. FURTHER CONSTRUCTION 2 bate - a

DETAILS, SHOP DRAWINGS OR OTHER INFORMATION REMAIN THE RESPONSIBILITY OF THEIR AUTHOR(S) FRAMING LAYOUT A2 pate APRIL 22/6
&. FIXING/CONSTRUCTION DETAILS PROVIDED ARE TO BE CHECKED AND CERTIFIED BY STRUCTURAL Scale 1: 100

ENGINEER AND WILL BECOME THE RESPONSIBILITY OF THE CERTIFIER.