Approved Plans · OPW11/0329

 

 

103°58 3

 

 

LOT 611

867 m2

 

JETTY
EXTENSION

SITE PLAN 1:20

    
   

 
 

REAL PROPERTY
DESCRIPTION

  

5800 EXISTING

-

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1 g 50x 7B
180} 1 gq 1180 ~ 10) Se 0

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

l 1
3s

 

r AND ENGINEERING STANDARDS FOR TIDAL WORKS."

3._ALL STAINLESS STEEL BOLTS, ROOG, ETC., SHALL BE APPROVED MARINE
GRADE 316. ALL OTHER STEELWORX INCLUDING NUTS, BOLTS, WASHERS,
SCREWS, NAILS, ETC, BHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL.

4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.

5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.

 

 

 

   

 

 

 

 

 

 

 

 

 

One Mie 8
JETTY USE: 4 = 150 x 75 STRINGER
SINGLE USER, PRIVATE 3 R ,
ies ——— 1168S
NO VEHICULAR ACCESS 7 T 7
1&4 160 x 7B|/HEADSTOCK = | © =} —— 116 BS
2s]
WALKWAY DECK VERTICAL necees HEADSTOCK —+—— e200 TREATED
DESIGN LIVE LOAD - 2.0 kPa Seeens, ee HWD PLE
MAXIMUM MOORED VESSEL - 5m.
BERTHING VELOCITY - 0.5 msec TYPICAL SECTION SPLICE JOINT DETAIL
420 420
PILES: [  RiGi> KANORAR. TO COMPLY
HARDWOOD AND TREATED a = TOP OF WALL
TO HAZARD 6. DECK Riko
ALL PILES SHALL BE INSTALLED Bae ae
IN ACCORDANCE WITH AS 2159 stn MINIMUM WATER Ri 0.44 AHO _ | —
PILING CODE | Cr
Ls tt XN stone WAL
ot HI
phe Tim gl
1 ul g tl i 7
tees = ul Hd <
rou g i u ae E
gj i: "oY
' it
i i ;
u lt mr 5
a 4 4 SIDE ELEVATION 4:100
FRONT ELEVATION «0
1250 Ov EXOSTING REVETMENT JETTY USE:
PILES: SINGLE USER, PRIVATE
\r ALL PILES SHALL BE APPROVED NO VEHICULAR ACCESS
\ \ HARDWOOD AND TREATED
to TO HAZARD 6.
TOREVETMENT WALL ALL PILES SHALL BE INSTALLED WALKWAY DECK VERTICAL
| —— IN ACCORDANCE WITH AS 2159 DESIGN LIVE LOAD - 2.0 kPa
| 2x 140 F14 Hw FOE PILING CODE
L. F [ Cra ts Sree
ly quae 150 BREWS EAM IEND MAXIMUM MOORED VESSEL - 5m
: ae 4 HANDRAL: BERTHING VELOCITY - 0.5 m/sec
~e Memtpeprien
AL 3). S| | g TOCOMALY WITH ,
\ Ny. 1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1
- : — 18th75 OF APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN,
Haw vonanerall ——— Pes :

 

 

 

 

 

FRAMING LAYOUT s10

| P & C FENNEL cece [yf she Nerden [oom [ene
PROPOSED NOOSA JETTY & Associates [= aad ~
JETTY BUILDERS N ACN 010 263 877 no Stee Nee
LOT 611 (No.46) vesaaress Seven Ct Dean Engen [DE
MASTHEAD QUAY Pee cmon A ee as WORKING DRG
NOOSAVILLE cree Cee | Se eee nener necereuenrs 4 1/124-1

Emok as