Approved Plan · OPW10/2196

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

et

  

 

 

 

 

Pu u
~ FRONT ELEVATION
1:100
DO NOT FIX JETTY
15000/A) TO REVETMENT WALL
EXISTING REVETMENT
[fr
Seah
S| : z m7 PLES:
ee 4 @200 TREATED
HWD POLES
a DECKING: 4
2 25 x 140 F14 HWD FI
: TO BEARERS WITH TWO
STAINLESS STEEL
ay SCREWS EACH END
8
g| 2
&

 

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,
Woes
150 |) 2625

200

 

 

 

 

 

 

(MAXIMUM RECORDED FLOOD LEVEL RL2.00AHD

1 MINIMUM WATER RL 0.44 AHD _

p7 HANDRAIL
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 

 

 

  

 

 

 

—

3

 

 

1:100

 

2800 \,

 

   
      

 

 

 

 

 

 

 

 

 

SIDE ELEVATION

 

 

 

41508
[~ aAr iS
2
we LOT 104
975 m2
1500
4 12000 Ok
4
1066 4
ae 12661
168° 45°

9000 O/A

 

 

--+— PROPOSED

JETTY

 

SITE PALN

1:200

NOTES:

Bes’ | 1 Sty

 

 

 

 

SCRC CORRESPONDENCE

|

 

|

 

 

|

 

1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
AND HAVE A MINIMUM 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 WITH AN ALUMINIUM ALLOY
OR STAINLESS STEEL BAND.

5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.

 

 

 

 

 

 

 

 

 

 

= = + - See oe
- Ef ii f - 116 S/S.
° 150x75|HEADSTOCK = «= 116 SIS
RECESS HEADSTOCK —1———— 9200 TREATED
& STRINGERS HW0D PILE
25 NOM INTO PILE
WO NO

 

TYPICAL SECTION

1:20

 

 

JETTY USE:
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS

 

 

WALKWAY DECK VERTICAL.
DESIGN LIVE LOAD - 2.0 kPa

 

 

 

MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 m/sec

 

 

 

PILES:

ALL PILES SHALL BE APPROVED
HARDWOOD AND TREATED

TO HAZARD 6.

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

 

 

   
 
   

OPW 102196

aft

eines yuawidojared

 

SUNSHINE COAST REGIGNAL COUNCIL
APPROVED

17 JAN cant

Saat

 

REAL PROPERTY
DESCRIPTION

LOT 104

RP 839226
PARISH WEYBA
COUNTY MARCH

 
  
 

UUeMe |

M102 AON 9Z

ee 100075 STRINGER

bes

| 150 x75

in

wectoee
a
e

ue

 

 

 

 

 

 

 

 

 

 

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|

 

|

 

 

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B0335193

 

 

 

 

 

DU

 

SPLICE JOINT DETAIL

1:20

 

PILE-

ABN 65
PO Box

Noosaviite
Oss 4566

IT PTY LTD

RADING AS.

NOOSA JETTY
BUILDERS

Licence No 723720

099 036 736

299 PhiFax 07 54743480

Mobée 0406 137526
0417 749644

 

A &D NICOL
PROPOSED JETTY
LOT 104
(No.33)
SEAMOUNT QUAY
NOOSAVILLE

 

J
INj
AX,

RABRINK PTY LTD T/A

John Norden
& Associates

ACN 010 263 877
Structure! / Civil Design Engineers

 

Suite 16 Tewantin Plaza"
Poinclana Avenue / PO Box 205
Tewantin Q 4565

Ph: OT 54497137 Fax: 07 54497172
Emait: [email protected]

 

DRAWN

S ASHTON

DATE

NOVEMBER 2010
At

 

 

SCALE DE: D
AS SHOWN
(| CPEfg. MiEAust, Fs

 

| WORKING DRG

 

D

 

40/177-1

AMENDMENT