Development Application part 2 Plans 17 Saltwater Ave Noosaville S0023440 · OPW10/2195

 

 

 

 

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

 

 

 

 

TOP OF on i

 

DECK
RL 1.0 AHD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FRAMING LAYOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

F = = =e y
[ TOP OF WALL
RL.1.0 AHD
i q
MINIMUM WATER RL 0.44 AHD
| |! ?
| FRONT ELEVATION | ts wove: Donor x /
no +50 ba oo Lj JETTY TO WALL
[i |. 15000/A ;
L i [- RETAINING WALL .
ha | \
| | \ SoS SS TE Z ; {aE a
ae Ui [ | 8 \
‘ 7 s f
sae Ap MOT
JETTY USE: PILES TO BE CLEAR il | /
SINGLE USER, PRIVATE RGEOTEXTLEFABRIC na. -
NO VEHICULAR ACCESS chooS iS |
8} 3) |g 3 /
: ] a
| WALKWAY DECK VERTICAL we free! ' b
i
DESIGN LIVE LOAD - 2.0 kPa mes. = 58
200 MIN Sim
reaver as0k75 oh 8 LOT 876
MAXIMUM MOORED VESSEL - 5m —— j :
BERTHING VELOCITY - 0.5 m/sec | veckne: = i 779 m2
25 x 140 F14 HWD : i
. SCREWED TO BEARERS My ;
PILES: 3 /
ALL PILES SHALL BE APPROVED 3 s j
HARDWOOD AND TREATED g
TO HAZARD 6. RIGID HANDRAIL TO COMPLY" , , 2 j
ALL PILES SHALL BE INSTALLED | — WITHCOUNCIL REGULATIONS | | i
IN ACCORDANCE WITH AS 2159 | 480 £75
PILING CODE Qo Pe a oe
il |
1 rr) to
6} Nn | DN
wa Peasc $3) 18 3 |
1416 S/S TO HEADSTOCK - oo ;
1416 S/S TO STRINGER i | ! wa }
(Th 7 1500
SN | : p 6015 io, 5016
150 x 75 d
4 es — yo F as ap 10°
§ 150 x 75 I ct
3 - - x - * g i
- 8 8 / PROPOSED <
a pn a7 Basse — oe / JETTY 3
150 x 75 g g
| EQUAL 2 1200 150 '
7 +
7000 O1A L

 

 

_ SIDE ELEVATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1:50
(ONE M16 S/S
VERTICALLY
a as — =
c — — —_
e t
. 150 x 75| HEADSTOCK o—}+—
25
RECESS HEADSTOCK +
& STRINGERS
25 NOM INTO PILE

 

 

TYPICAL SECTION

4:20

NOTES:

 

 

 

180 x 75 STRINGER

19416 S/S
TM16 SS

200 TREATED
HWD PILE

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

OF APPROVED SPECIES AND HAVE A STRESS GRADE OF F1
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL

4 MIN.
COMPLY WITH

THE ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POLICY -
“BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".

3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE
GRADE 316. 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.

5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM

REAL PROPERTY
DESCRIPTION
LOT 876
SP102594
PARISH WEYBA
COUNTY MARCH

SITE PLAN

1:200

THE DRAWINGS.

sonrc

Fewantia

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N
=
Zz
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9

 

 

 

 

 

 

 

PILE-IT PTY LTD
TRADING AS

NOOSA JETTY
{BUILDERS

Ucence No 723720

ABN 55 099 036 738
28 Sunset Drive Prax 07 54654762
Noosa Heads Mobis 0406 137526

 

P CARRICK
PROPOSED JETTY
LOT 876

(No 17) |
SALTWATER AVE
NOOSA WATERS

 

& Associates

ACN 010 263 877
NS
Structure! / Civil Design Engineers

Suite 16 Tewarrin Piaza®
Poincians Avenue / PO Box 205
Tewentin Q 4585

Ph: 07 54497137 Fax 07 84497172
Emait: [email protected]

J smn
IN

John Norden
“hy
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A,

 

 

 

 

 

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