OPW12/2009 - Development Application part 2 - Plans · OPW12/0009

 

 

SEAMOUNT QUAY

 

\ LOT 114

\
\ 950 m2

12

88°21'20"

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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SITE PLAN

4; 200

PROPOSED

"JETTY

 

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

 

 

&

REAL PROPERTY
DESCRIPTION

RP 842151
PARISH WEYBA
COUNTY MARCH

r— ONE M16 S8
VERTICALLY

 

cl

 

 

PR NOX TS STRINGER

 

 

 

 

EE

 

 

 

180 x 76

 

1B SS L
r

 

 

t \ 53° 180 x 78 |

 

32

 

 

 

 

| 180x78|HEADSTOCK

 

 

of} 1718 8S

 

 

 

 

 

 

. 30 !
PN ate gs

i
(4
J.
NZ
v\
26 EACH BEARER
~~ 2200 TREATED
. HWD PILE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RECESS HEADSTOCK ose
& STRINGERS HWD PILE
25 NOM INTO PILE
LY
TYPICAL SECTION SPLICE JOINT DETAIL
420 420
HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS
MAXIMUM RECORDED FLOOD LEVEL RI. 2.00 AHD
2 [i
MINIMUM WATER RL 0.44 AHD { ‘ _—
—-— EXISTING
REVETMENT
ao a stone YAU
Le PITCHING
. U i
J a z | .
i u
i UI 3 f u
Sy t ' .
Hoo U
lI il PROPOSED EXISTING
vey * + ¥

FRONT ELEVATION 00

 

 

 

 

SIDE ELEVATION 1:00

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[500018 JETTY USE:
exstwa REVETMENT PILES: SINGLE USER, PRIVATE
al ALL PILES SHALL BE APPROVED NO VEHICULAR ACCESS
- a HARDWOOD AND TREATED
. TO HAZARD 6.
' 70 REVETMENT WALL ALL PILES SHALL BE INSTALLED WALKWAY DECK VERTICAL
IN ACCORDANCE WITH AS 2159 DESIGN LIVE LOAD - 2.0 kPa
g a etek PILING CODE
x TO COMPLY WITH
< ell el fe COUNC REGULATIONS MAXIMUM MOORED VESSEL - 5m
: gig 18 BERTHING VELOCITY - 0.5 m/sec
8 = DECKING: NOTES: ,
TO BEARERS WITH TWO Be
a 1, UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE OURABILITY CLASS 1
_ STANLESS STEEL OF APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
———— pas: 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH
@200 TREATED THE ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POLICY - "BUILDING
el et HWD POLES __ AND ENGINEERING STANDARDS FOR TIDAL WORKS."
a a # 2 3, ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE
GRADE 31@. ALL OTHER STEELWORK INCLUDING NUTS, BOLTS, WASHERS,
ito SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL,
ke M80 x78 f | 4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
8 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.

 

4 7 YH"

FRAMING LAYOUT t:10

 

 

 

  

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

 

 

L. ROBERTSON

PROPOSED JETTY
& BOATLIFT

LOT 111 (No.19)
SEAMOUNT QUAY
NOOSAVILLE

PILE-IT PTY LTD

NOOSA JETTY
BUILDERS

Licance No 723720

ABN 65 099 036 738

PO Box 208 PniFax 07 54749480
Noosevite Mobile 0408 137528
Qid 4688 0417 748844

 

RABRINK PTY LTD T/A

John Norden
& Associates

ACN 010 263 877
Structural / Civil Deeign Engineore

Suite 16 Tewantin Plaza"
Polnciana Avenue / PO Box 205
Teweatin Q 4585

J
IN|
A,

Ph: OF 64497137 Fax: 07 54497172
Emad: [email protected]

 

 

 

 

 

— AS SHOWN, —~T.
WORKING DRG

 

4 2/02-1

 

 

 

 

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