OPW16/0008 - Approved Plans

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0008 4 MAR 2016


[OCR of page images]
 

 

 

 

 

 

  

 
       
 

 

 

    
 

 

 

 

 

 

 

 

DRAWING SIZE — A2 EET CoAT maT
1/Mt6 S/S
ONE M16 S/S.
NOOSA COUNCIL ven
APPROVED PLAN
OPW16/0008 4 MAR 2016 8
3g 1/MI6 S/S Py
1/6 S/S = EACH BEARER over
—t \ elie
in fees HR
Bs)

|
\ |
\ aie
\ Lot 766 'p
ae AREA: TSI |
a 199: SHOREHAVEN Or '
a NOOSA WATERS |

\ 500 '
wo |

\ We = we 8

we ©

  

  
   

PROPOSED JETTY
REFER DETALS FOR
DESIGN ELEMENTS

9000

SITE PLAN

Seale 1:20

—_—v

NOTE:
1

   

 

3000

c

UNLESS NOTED OTHERWISE ALL TMBER SHALL BE DURABILITY CLASS 1 OF
[APPROVED SPECIES AND HAVE A INMUM STRESS GRADE OF F14- Mi

UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE
ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY ~ "BUILOING
AND ENGINEERING STANDARDS FOR TIDAL WORKS."

ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE
GRADE S16. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
‘AND SCREWS SHALL NOT BE HOG OR STAINLESS STEEL

TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WTH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND.

DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS

LOADING CRITERIA:
JETTY

LIVE LOADS = 2.0kPa
MOORED VESSEL (Max.)
LENGTH = 5.0m

WEIGHT
BERTHING VELOCITY

1500Kg
0.5m/sec

 

 

JETTY FRAMING SCHEDULE

 

 

 

 

MARK SIZE /GRADE

(Pt) | 2008 HE TREATED HOWO PIER

at | 150 x 75 (Fi4) JOISTS @ 750etrs
Bi_| 150 x 75 (F14) BEARER

 

 

~ Al eposed tnber to be H6 treated

RECESS BEARER &
SIRNGERS 25 NOM INTO

C - ‘ TYPICAL SECTION
1:20

 

  

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
TOP OF WALL RL. 1.0 AKO
DECK RL 1.0 AHO

MAXIMUM WATER RL 0.44 AHD

EXSTNG
1) REVEIMENT
WALL STONE
PATCHING

FRONT ELEVATION
1:100

0 NOT FIX JETTY
TO REVETMENT WALL

 

 

HANDRAL:
RIGID HANDRAIL TO COMPLY
\WTH COUNCIL REGULATIONS

SIRINGERS 25 NOM INTO
PLE,

 

 

 

 

 

C = 5 SIDE ELEVATION
1:100

EXISTING REVETMENT WALL

 

PIERS:
9200 TREATED
HWD POLES

 

 

 

 

3000
1390 | 2

1235

 

 

 

DECKING:

26 x 140 (Ft4) HOW
FIXED TO BEARERS WITH
TWO STANLESS STEEL
SCREW EACH END.

HANDRAIL:
RIGID HANDRAIL TO COMPLY
WTH COUNCIL REGULATIONS

 

10000

 

 

 

 

 

 

1/6

ue FRAMING LAYOUT
€ : Yi 00

 

 

  

<4

 

 

3000
4

 

 

 

 

NOTE:

THE HEIGHT OF THE PILES ABOVE
NATURAL GROUND SHALL NOT
EXCEED THE PILE DEPTH IN THE
NATURAL GROUND,

 

 

 

 

 

 

Annnnt—+_ #1 fm1:100 @ Az
‘Sse CONSTRUCTION
SCG)consulting ENGINEERS

 

[ABN 40 098 481 899

1/11 PROJECT AVE NOOSAVILLE QLD 4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

 

Title: Jetty Plan and Details.

 

Project Lot 766 (#199) Shorehaven Dr

Noosa Waters

Date: Jan 2016

 

 

 

Drg No. 26011-J1 “A