OPW14/0139 - Application for Operational Works - Private Jetty - 23 The Peninsula, Noosaville

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FRAMING LAYOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[ | TOP OF WALL TOP OF WALL [{
DECK RL 1.0 AHD RL 1.0 AHD DECK
RL 1.0 AHD RL 1.0 AHD
S a _H Z
iy | a y ANS, A
MINIMUM WATER RL 0.44 AHD
ASS
ake 7
oP
LJ
FRONT ELEVATION wore sonore SIDE ELEVATION u
1 tl te JETTY TO WALL 0
| | ~ = + RETAINING WALL
|) \ eee = we ee VERTICALLY
x ia a a calla \ 180 x 75 STRINGER
tou LU E a Cc
PROPERTY 150x75 pt vrais
_ BOUNDARY - To ~— . 480 x 75| HEADSTOCK om! 116 88
JETTY USE: rues one fy howe ; rd
SINGLE USER, PRIVATE COLE FABRIC ' : , —_
NO VEHICULAR ACCESS er. “2 GeTRINGERS WO PLE
x x x + 25 NOM INTO PLE
ei 3| |e j Ld
WALKWAY DECK VERTICAL , ' “
DESIGN LIVE LOAD - 2.0 kPa muse a e TYPICAL SECTION
200 MIN | 5 5
m0 450 x75 | =o . LOT 269 120
MAXIMUM MOORED VESSEL - 5m ]
BERTHING VELOCITY - 0.5 m/sec a ee 780 m2 NOTES: M & M TUPPER
SCREWED TO BEARERS UNLESS NOTED OTHERWISE ALL TIMBER DURABILITY CLASS
PILES: Co OF APPROVED SPECIES AND MAVEA STRESS GRADE | OF F44 MIN. ‘ fee
ALL PILES SHALL BE APPROVED $s 2 UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH | T Y
HARDWOOD AND TREATED 8 "BURLING AND ENGINEERING STANDARDS FOR TIDAL WORKS" LOT 269 (No.23)
TO HAZARD 6. 2 NNLESS APPROVED MARINE
ALL PILES SHALL BE INSTALLED GRADE a 10. ALL OTHER STESLWORK INGLUOING NUTS, BOLTS, WASHERS, THE PENINSULA
IN ACCORDANCE WITH AS 2159 Sree AS ETC. HAL BE HOT DIPPED anLvanise oneramw=* ~_ INOOSAVILLE
PILIN E
LING COD 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS. Norden
100 x 100 x 10 ALUMINIUM 4 RY Engineering
4/M16 8/8 TO HEADSTOCK 1800 a9
416 SIS TO STRINGER OIA ' Suuclel/ Grail Design Engineers
Cog i ‘Structural Design Engineers
saree Ps : Sue 16"Towanin Paaat
, / / 180x75 re REAL PROPERTY Town a4see
eee ee rs == te DESCRIPTION Ph: 07 84407137 Fax 07 54407172
lio wl LOT 269 worw .com
$s | ~ Nl 150 x75 PROPOSED § SP856191
3 ~ 4 a" 8 JETTY g PARISH WEYBA prawn pare
& | | BI e COUNTY MARCH 8 ASHTON MARCH 2014
+, ors SSCS e* - az “nn epee:
my EQUAL2 I EQUAL 2 1200 150 #6 SITE PLAN AB SHOW CPENG, MEAust, RPEQ.
4-200
4 7000 Ci 4 +——— | WORKING DRG
AMENDMENT

 

 

 

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