Development Application part 2 Plans 33 Seamount Quay Noosaville S0023437 · OPW10/2196

 

NOTES:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

    
     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HANDRAIL:
income Me Mc
ee MAXIMUM RECORDED FLOOD LEVEL RL ZOO AHD 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
DECK AGENCYS*’ OPERATIONAL POLICY - “BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS."
RL 1.0 AHD eS 3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
a STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED
cose MINIMUM WATER RLO44AHD 0 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.
<< F \ un
peu : 8 {| me eg sox 75 STRINGER =
: il | i — a tani —
8 i ' ' By f i mies 450 x75 ft — Fao" t50x78 |
a i au 8 150x76|HEADSTOCK | ¢—+-——1M16 818 + NS es
1-M16
hee u SIDE ELEVATION * * EACH BEARER
RECESS HEADSTOCK {1-920 TREATED + 9200 TREATED
/ FRONT ELEVATION "100 aSTHNGIS J HWD PILE | HWD PILE
4:100 Oe o
TYPICAL SECTION SPLICE JOINT DETAIL
4:20 4:20
JETTY USE: PILE-IT PTY LTD
SINGLE USER, PRIVATE aAcwos
NO VEHICULAR ACCESS | NOOSA JETTY
aa BUILDERS
DO NOT FIX JETTY { WALKWAY DECK VERTICAL ‘ No 723720
1500 O/A TO REVETMENT WALL [ss 2) DESIGN LIVE LOAD - 2.0 kPa | ~ Aisi se too 05878
: tar a ———— PO Box 299 Ph/Fax 07 54743480
: r~ EXISTING REVETMENT \ ae § Noosaville Mobile 0408 137526
fl WAL x a g a is 4568 0417 749844
\ sae ET wie MAXIMUM MOORED VESSEL - 5m
g | | | a. BERTHING VELOCITY - 0.5 m/sec A&D NICOL
Pros soe PROPOSED JETTY
‘ ==] 25 40 F 14 HO ALL PILES SHALL BE APPROVED - LOT 104
ir HARDWOOD AND TREATED :
se Los SCREWS EACH END TO HAZARD 6. a, es (No.33)
§g ro ALL PILES SHALL BE INSTALLED
8 a 5 IN ACCORDANCE WITH AS 2159 — SEAMOUNT QUAY
Rg = COUNCIL REGULATIONS PILING CODE NOOSAVILLE

 

 

 

 

 

 

 

RABRINK PTY LTD T/A

John Norden
& Associates

ACN 010 263 877
cineca acetate
Structural | Clvil Design Engineers

 

 

450x75
3000 OVA

12000

 

 

 

 

 

 

Suhe 16 Tewentn Plaza”
Poinclena Avenue / PO Box 206
Tewantin Q 4565

 

 

 

 

DESCRIPTION _

|
150 |) 2425
7

 

 

150

 

 

: Moa 12661 \ LOT 104
4100 O/A \ / = 168° 45° \ RP 839226 .

Ph: 07 54497137 Fax: 07 54497172
Email; [email protected]

 

 

   
 

 

 

 

 

 

 

DRAWN DATE

 

PARISH

 

 

 

\ / ‘ 3 PROPOSED \

 

 

 

S ASHTON NOVEMBER 2010
Det

 

 

 

 

 

 

 

FRAMING LAYOUT | JETTY SITE PALN \

9000 O/A

 

 

 

 

 

 

SCALE .
AS SHOWN
CPEng, MiEAust, RPEQ.

 

 

4:100 Ve 4:200 \
sis

 

 

ISSUE ~~
WORKING DRG

 

   

/ | \ a ""10/177-1 |