APPROVED Plans - OPW12/0432

 

MAXIMUM RECORDED FLOOD | LEVEL RL 2.00 AHD

TOP OF WALL
| * 1.0 AHD

 

 

 

 

 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

DECK DECK
a RL 1.0 AHD | RL 1.0 AHD
MINIMUM WATER RL 0.44 AHD
SUNSHINE COAST REGIONAL COUNCIL
APPROVED
OPW 120432 3.1 OCT 2012

RRR RRA RRR

FRONT ELEVATION

4:50

CONCRETE
RETAINING WALL \
rs :

1500 O/A

oom

 

vl
e) | Vd
aL pp. 150x75

 

 

 

 

\ ee
| PILES TO BE CLEAR
| OF STONE PITCHING
we ‘ & GEOTEXTILE FABRIC
6 Nn I.
= x x x
i) | 3] 8] i
=|} = -
\ \ PILES:
| COUN
te 4 1x75 TREATED
| | DECKING:
i i) 25 x 140 F14 HWD
Liege ee SCREWED TO BEARERS

   
  
 

EQUAL 1

HANDRAIL:

10 000 C/A

EQUAL 1

 

 

 

 

 

 

 

 

 

}
a7
L
\

 

JETTY USE:
SINGLE USER, PRIVATE L
NO VEHICULAR ACCESS g a

 

 

WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa

 

 

 

 

 

RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 

 

100 x 100 x 10 ALUMINIUM
ANGLE BRACKET

1M16 S/S TO HEADSTOCK
4M 16 S/S TO STRINGER

 

oosss
(DE ALS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FRAMING LAYOUT

LOT 313
MAXIMUM MOORED VESSEL - 5m |_|
BERTHING VELOCITY - 0.5 m/sec 740 m2
PILES:
ALL PILES SHALL BE APPROVED
HARDWOOD AND TREATED
TO HAZARD 6,
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159
PILING CODE
4500 OAL 44000
a
20000, FI
are
F=| —proposep
I\ Et Boater
=e > |
ik oh 3 F=—proposep §
hit\ alos F E=| JETTY 8
at = S
aii § =
\ ~ : 1800
— | +H sf
L 1200 ye tL 4600 L 7000 O/A L 8600 L
17 7 “a | 7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(— ONE M16 8/8
VERTICALLY
10075 STRINGER
= + 10416 88
,e 160x75|HEADSTOCK | o— 1 ste.
3
Recess HEADeTOCK 1 200 TREATED
25NOM INTO PILE
TYPICAL SECTION i
1:20 :
NOTES:

OF APPROVED SPECIES AND HAVE A STRESS GRADE OF F14 MIN, ~~

“BUILDING AND ENGINEERING STANDARDS FOR TIDAL —
3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE
GRADE 318. ALL OTHER STEELWORK INCLUDING NUTS, BOLTS, WASHERS,

SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS,
STEEL.

4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED.
6, DIMENSIONS ANO LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.

a)

REAL PROPERTY
DESCRIPTION
LOT 313
RP895073
PARISH WEYBA
COUNTY MARCH

SITE PLAN

1200

 

PILE-IT PTY LTD

TRADING AS
NOOSA JETTY
BUILDERS

(cence No 723720

ABN 55 099 036 736

28 Sunset Drive PivFax 07 54664762

Mobile 0408 137626
0417 740644

 

Ml. FOX
PROPOSED JETTY
& BOATLIFT

“LOT 313 (No 11)

4. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1

SEAHORSE PLACE
NOOSA WATERS

 

RABRINK PTY LTD T/A

John Norden
& Associates

J

Wh ee
1) ‘Structure! / Civil Design Engineers
Suhe 16 ‘Towentn Plaza”

A Polnolane Avenue / PO Box 206
Tewantin Q 4585

=

Phx 07 54407137 Fasc 07 54497172
Emait: [email protected]

 

 

 

 

a
WORKING DRG

 

"42/132-1