Approved Plan · OPW13/0502

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RIGID HANDRAE TO COMPLY EXTENSION
JETTY USE: | (MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHO
SINGLE USER, PRIVATE — wo or Wa
NO VEHICULAR ACCESS ee Ft. AND —=
a | r 7 oo 7 = ‘MEMEMURE WATER FL. 0.44 AHO:
WALKWAY OECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa ener ome of Li
t PATCHING
a Sy |
MAXIMUM MOORED VESSEL - 5m " ! ut i"
BERTHING VELOCITY - 0.5 m/sec \ \ If al i
iT]
u tf IF uy
PILES: if t! it MASTHEAD QUAY
ALL PILES SHALL BE APPROVED
Atenas SHALL BE INSTALLED SIDE ELEVATION
IN ACCORDANCE WITH AS 2159 FRONT ELEVATION ‘2100
PILING CODE
100
NOTES,
1. UNLESS NOTED OTHERYASE ALL TIMBER SHALL BE DURABILITY CLASS | OF APPROVED SPECIES
AND HAVE A MIMMUM STRESS GRADE OF F14 MIN.
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
AGENCYS OPERATIONAL POLICY - “BUILDING AND ENGINEERING STANDARDS FOR TIAL WORKS."
3. ALL STAINLESS STEEL BOLTS, RODS, ETC. SHALL GE APPROVED MARINE GRADE 316. ALL OTHER
STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC.. SHALL SE HOT DIPPED GALVANISED
OR STAINLESS STEEL
4, TOP OF PILES SHALL 68 SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUBMPGUM ALLOY
8. DIMENSIONS AND LEVELS SHALL NOT GE SCALED FROM THE DRAWINGS.
125 b %
Ft ‘ = c
§ &
[ oli bused
a EACH BEARER:
tad TREATED:
HAD PLE
wa
SPLICE JOINT DETAIL
120
So
Sout vam yf ai]
Screws CACM END ] 155,
19000
— OME WS S5 wre
a oo 190 x 76 STRINGER, prchosen =} i
. inrwee OEM S
' ° 190 x TS, HEADSTOCK ' save 8S TO 8 4
2 <
L a == {88
25NOM INTO PLE
an = pe it {
, 7 7 q
A | FRAING LAYOUT TYPICAL SECTION SITE PLAN
— 1100, 123 1200

REAL PROPERTY
DESCRIPTION
LOT 614

RP 883864
PARISH WEYBA
COUNTY MARCH

UNSHINE REGIONAL COUNCIL
A-PACVED
opw 130502 9 19 JUL 2015

 

L. HOLLAND
PROPOSED

JETTY EXTENSION
LOT 614 (No.40)
MASTHEAD QUAY
NOOSAVILLE

J aia Nordon
I
A

& Associates

 

ACN O10 263 877
‘Srructwral / Civil Design Engieere.
‘Suite 16 Tesanth axe"
Poindena Aswrze } FO Bax 209
Tosulin Q 4565

Phe OF C44871S7 Face OF 4407172