Part 2 of 2 - Part 2 of 2 - Plans - 24 Neptune Court, Noosaville · OPW10/2151

Page 2

 

TOP OF WALL
DECK RL 1.0 AHD
RL 1.0 AHD ly di |
aS Sd

     

PILES:
ALL PILES SHALL BE APPROVED HARDWOOD
AND TREATED TO HAZARD 6.

ALL PILES SHALL BE INSTALLED IN ACCORDANCE
WITH AS 2159 - PILING CODE

     
     

   

 
 
  
 

 

 

 

 

 

 

ELEVATION 2

 

?——- —Yo000
ELEVATION 1 | "
4:50 ‘
1500 OVERALL | : \
NOTE: DO NOT FLX ‘
vETTY TO WAL | CONCRETE RETAINING WALL : S
\ — Ny
Se
PILES TO BE CLEAR OF STONE | . | PROPERTY BOUNDARY
PITCHING AND ASSOCIATED
GEOTEXILE FABRIC Ne Soe oe ~~ J &VKEECH
DECKING: . 28 Lot 368 PROPOSED JETTY
38 x 125 F14 HWD FIXED LOT 368
TO BEARERS WITH
TWO STAINLESS STEEL 925 m2 NEPTUNE CIRCUIT
SCREWS EACH END rg NOOSA WATERS
I .
§
eg . RABRINK PTY LTD T/A
PILES: 8 uw John Norden
RD POLES TED | * & Associates
8 | . NI’ ACN 010 263 877
: — Structural / Cll Design Engineers:
°
! i / Sutte 16 Tewantn Plazs*
—_>— 6000 1500 i Pondana Avenue i PO Box 205
é ¢ é f A Tewantn C 4565
' &! DESCRIPTION —— Ph: 07 54497137 Fax: 07 54487172
8 g oe ' a & Emes: jn_egietemode.on.net
os &2 Lor 368 DRAWN DATE
/ RP8632
4 SL gee, . (Se Feta
| 18 * COUNTY MARCH

  

A SITEPLAN
wo}. P WORKING DRG | DRG
~~ 10/143-1 |

 

Page 3

 

 

 

 

 

 

 

 

DECKING:
425 x 38 HWD
SCREWED TO BEARERS
Rg a 75 x38 HWD
. i 4975 x Nota TYPE 17
Lol STAINLESS STEEL
SCREWS @ 450 CRS.
PILES:
200 M6 MARINE MWD POLES
BEARERS: NOTE THAT ALL POLES TO COMPLY
150 x 73 HWD WITH AS 2150 - PILING CODE
FIX TO EACH PILE
WITH 2M16 S/S BOLT

 

 

 

JETTY USE:
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS

 

 

 

 

WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa

 

 

 

 

MAXIMUM MOORED VESSEL -
BERTHING VELOCITY - 0.5 m/sec

5m

 

 

 

@ 200 48 MARINE HWD POLES
\ NOTE THAT ALL POLES TO COMPLY
WITH AS 2158 - PILING CODE

  

DETAIL

150% 78 4WD
40. PL ANGLE BRACKET 200 x 75 HWD
2MH18 SSB TOEACH MEMBER 2

  

DETAIL

2M16 S/S

 

150 175 4WD

  

DETAIL

NOTES:

4. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
A 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 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 8E SCALED FROM
THE DRAWINGS.

 

PILE-IT PTY LTD
TRADING AS

NOOSA JETTY
BUILDERS

Licance No 723720

ABN 55 099 034 738

PO Sax 290 PYF en O7 54743480
Noosavitie Modia D608 137528
Cid 4506 C417 740s

 

J &V KEECH
PROPOSED JETTY
LOT 368

NEPTUNE CIRCUIT
NOOSA WATERS

 

7 RABRINK PTY LID T/A
wy John Norden
& Associates
Ni BON 010 253 AP?
Structural / Chil Design Engineers
Suite 15 “Tewantin Para”
A Poinciana Avenue / &O Ser 205
— Tewartin 2 4545
=]

Pm OF SHANTI? Fae OF Saag 72
‘Emeft. in [email protected]

 

 

 

DRawy DATE
S ASHTON OCTORER 2010
Q
SCALE ee .
{f~ Oo) -~<__.
AS SHOWN
creng MIEAuat, ROEO.

 

= onkne DRG

 

AMEWOMENT

 

 

~~ 10/143-2