OPW11/0329 Part 2 of 2 Development Application

 

 

 

103583

 

 

 

 

 

can’

7 ITO

/
by
9000 OYA

 

   
 

LOT 611

867 m2

 

 

 

 

 

 

PROPOSED
JETTY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3200 $800 EXI6TING
+

 

 

 

 

 

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li

OXTENSION

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DEMOLISH THIS SECTION
OF EXISTING JETTY

SITE PLAN

REAL PROPERTY
DESCRIPTION
LOT 611

RP 883864
PARISH WEYBA
COUNTY MARCH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

49g —

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MIN
ONE N16 8 +t
JETTY USE: Pion I= 7 —WOxTS STRINGER =
SINGLE USER, PRIVATE pis! rm ianese | ssox78 re Sar 18075 j
NO VEHICULAR ACCESS — —— !
14 180% 7B|HEADSTOCK «=| «+ 110. 88 TS
iwi16 SS
25t) Bil | EACH BEARER
WALKWAY DECK VERTICAL RECESS HEADSTOCK —}—— e200 TREATED ~4#—-—— g00 TREATED
DESIGN LIVE LOAD - 2.0 kPa SNe AO PLE HWO PRE HWO PLE
|
MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 msec TYPICAL SECTION SPLICE JOINT DETAIL
/ 120 120
PILES: [uate RANORAL TO COMALY
ALL PILES SHALL BE APPROVED WITH COUNCIL, REGULATIONS
HARDWOOD AND TREATED MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHO
TO HAZARD 6. EK
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159 MINIMUM WATER Ri. 0.44 AHO
PILING CODE
ae : |
1 iP |
nog] : i
Ter r i. o
Ho a} Go
8 | ; 1 H ~
il if i.
tt i
ae SIDE ELEVATION i:
FRONT ELEVATION 0
4250 OF 41800 OFA EXISTING REVETMENT JETTY USE:
te ~—s PILES: SINGLE USER, PRIVATE
a. | | : ALL PILES SHALL BE APPROVED NO VEHICULAR ACCESS
\ | i | | \ HARDWOOD AND TREATED
$ = TO HAZARD 6.
. © P : : TO REVETMENT WALL ALL PILES SHALL BE INSTALLED WALKWAY DECK VERTICAL
~ pecana: IN ACCORDANCE WITH AS 2159 DESIGN LIVE LOAD - 2.0 kPa
Z z 25 x 140 F14 HWO FED PILING CODE
. TO BEARERS WITH TWO
5 STAINLESS STEEL
g a SCREWS EAGH ENO MAXIMUM MOORED VESSEL - 5m
oo MANOR ALS BERTHING VELOCITY - 0.5 msec
i TO COMPLY WITH
aa COUNCIL. REGULATIONS NOTES:
y 1. UNLESS NOTED CTHERWISE ALL TIMBER SHALL BE DURABAITY CLASS 1
+ OF APPROVED SPECIES ANO HAVE A MINIMUM STRESS GRADE OF F14 MIN.
Seon TREATED 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH
HWD POLES THE ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POLICY - “BUILDING
g AND ENGINEERING STANDARDS FOR TIDAL WORKS."
3. ALL STAINLESS STEEL BOLTS, ROOG, ETC., SHALL BE APPROVED MARINE
GRADE 316. ALL OTHER STEELWORK INCLUOING NUTS, BOLTS, WASHERS,
SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL
+ . Fe 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH

: SOx 75!
ee - 15011 ¢ 1150

FRAMING LAYOUT 10

 

 

 

 

 

AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.

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

 

 

 

 

 

 

 

 

 

P & C FENNEL acne JS John Norden | ssc ve

PROPOSED NOOSA JETTY & Associates [=

JETTY BUILDERS ' eeenun som LS

LOT 611 (No.46) Licence No 725720 Seructurel / Civil Design Engineers {issue

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NOOSAVILLE nomerme Netter ec em “Tano44a
Emel: jn_eQirtemode.on.net —_