Approved Plans · OPW12/0009

Page 2

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW    12/OPW12/0009   10/02/2012


[OCR of page images]
 

 

SEAMOUNT QUAY

 

\ LOT 114

\
\ 950 m2

 

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

 

 

 

90-52.
12
88°21'20"

SUNSHINE COAST REGIONAL COUNCIL
APPROVED
“OPW = 12/0PW12/000¢ 10/02/2012

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a
bite
<
\ 3
8 PROPOSED
\ BOAT STORAGE
\ = PROPOSED
\ gw el TY
yo
SITE PLAN

&

REAL PROPERTY
DESCRIPTION

RP 842151
PARISH WEYBA
COUNTY MARCH

r— ONE M16 S8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MAXIMUM RECORDED FLOOD LEVEL Ri. 2.00 AHD

 

 

 

 

VERTICALLY 4
SABO TB STRINGER et
Ef xu IAG SIS L 160 x76 ee 480 x 75 |
T | : . fe _
e 180 x 75| HEADSTOCK oy M16 8 Mv neers
* 26 EACH BEARER
ft _—— —— t: ae
& STRINGERS Ce Re 2200 TE
25 NOM INTO PILE
] L/
TYPICAL SECTION SPLICE JOINT DETAIL
1:20 420
HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Oa [ee
—=_ - VARA
MINIMUM WATER RL 0.44 AHD .
—— EXISTING
u REVETMENT
aa “ stone “AM
LL PITCHING
U Vi
if
+e ! R)
ti 7 : if
Ho g u
Sy t ' .
Ho u
lI il PROPOSED EXISTING
L
vey * 4 ¥
FRONT ELEVATION 1:10 SIDE ELEVATION ::100
‘econ ne. (ery use.
L EXISTING REVETMENT PILES: SINGLE USER, PRIVATE
al ALL PILES SHALL BE APPROVED NO VEHICULAR ACCESS
: XK HARDWOOD AND TREATED
‘ TO HAZARD 6.
' TO REVETMENT WALL ALL PILES SHALL BE INSTALLED WALKWAY DECK VERTICAL
IN ACCORDANCE WITH AS 2159 DESIGN LIVE LOAD - 2.0 kPa
g ————— HANDRAIL: PILING CODE
RIGID HANDRAIL
x TO COMPLY WITH
< 6 | e| fe COUNCIL REGULATIONS MAXIMUM MOORED VESSEL - 5m
8 gig 18 BERTHING VELOCITY - 0.5 m/sec
3 8 ES DECKING: NOTES: ,
TO BEARERS WITH TWO uNuzes noTeD
a . TIMBER SHALL BE DURABILITY CLASS
__ 5 Sees STAINLESS STEEL OF APPROVED SPECIE AND HAVE A MNINUM STRESS GRADE OF P14 MIN.
She SCREWS EACH END
PILES: 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 # 3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE
GRADE 316. ALL OTHER STEELWORK INCLUDING NUTS, BOLTS, WASHERS,
LAY SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL.
“~~ i460 x78 r | 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
8 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.

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

J
IN|

A,

ACN 010 263 877
Structural / Civil Deeign Engineore

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

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

 

DRAWN
8 ASHTON

 

SCALE

 

AS SHOWN Ye

 

 

tesue

WORKIN

 

4 2/02-1

 

 

 

 

‘b a00)-1 ridQ