07/0924 - Approved plans 30/05/07 [As Published] · 142007.924

Page 2

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD

cm rer eee

TOP OF WALL
RL 1.0 AHO

[CRE 1.0anD
{=

S Ip S S
ORO OOO

PILES:

> oy y WY ys
RRR i

ELEVATION 1

I
|

[

NOTE: DO NOT FIX

  
   
  
  
  

PITCHING AND ASSOCIATED

| PILES TO BE CLEAR OF STONE
GEOTEXILE FABRIC

DECKING:

38 x 125 F14 HWD

FIXED TO BEARERS

WITH TWO STAINLESS
STEEL SCREWS EACH END

PILES:
@ 200 MIN TREATED
HWD POLES

1500

 

FRAMING LAYOUT

MINIMUM WATER RL 0.44 AHD

ALL PILES SHALL BE APPROVED HARDWOOD
AND TREATED TO HAZARD 6.

ALL PILES SHALL BE INSTALLED IN ACCORDANCE
WITH AS 2159 - PILING CODE

 

TOP OF WALL
RL 1.0 AHD

     
  

APPROVED HANDRAA.
TO ONE SIDE (MINIMUM)
DECK

THE PROMONTORY
20000

 

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LOT 819

  
   
 
  

 

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3
J. NORRIS
PROPOSED JETTY
LOT 819
(No.11)
THE PROMONTORY
NOOSA WATERS
John Norden
REAL PROPERTY & Associates
DESCRIPTION Ni ACN 010 263 877
LOT 819 = Structural / Civil Design Engineers
SP102579 Suite 16 Tewantin Plaza”
PARISH WEYBA Af Pe eee | PO Bex 206
COUNTY MARCH i, ee,

Ph: 07 $4497137 Fave 07 54497172
Email:

PROPOSED
BOAT STORAGE
BYOTHERS |

 

S$ ASHTON

|
| SITE PLAN
!

Fa aS
q SIGE D
Stee

R NOOSA SHIRE COUNCIL
PLANS APPROVED
4100 OVA ‘400 -
tht soon DALI | P" WORKING DRG
DATE:.. 30fos PF.

OP. WORKS 0/0424

Poveda |

 

Page 3

SCREWED TO BEARERS

KICKER:
76 x 38 4WD
17§ x No14 TYPE 17

WITH AS 2158 - PILING CODE

WITH 2/416 8/3 BOLT

 

SECTION” AS
120 LA)

    
    

  

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:

 

 

DETAIL ( ; \

 

 

NOTES:

1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
A STRESS GRADE OF F14 MIN.

2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL
COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCYS'
OPERATIONAL POLICY - “BUILDING AND ENGINEERING
STANDARDS FOR TIDAL WORKS.”

3. ALL STAINLESS STEEL BOLTS, RODS, ETC. SHALL BE
APPROVED MARINE GRADE 316. ALL OTHER STEELWORK
INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC.,
SHALL BE HOT DIPPED GALVANISED OR STAINLESS STEEL.

4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED
OR RINGED.

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

   
 
     
  

  

PROPOSED JETTY
LOT 819

(No.11)

THE PROMONTORY
NOOSA WATERS

   
     
       

RABRINK PTY LTD T/A

John Norden
& Associates

Ni ACN 010 263 877
= Structural / Chil Design Engineers
A,

  
     
 

Sune 16 ‘Tenentn Plaza*
Poinclana Avenue / PO Box 206
Tewartn GQ 4565

  

Phy: 07 84497137 Faoc OF 54497172
Jobnnonden_sssoctjinernode.cn.net

DRAWN DATE
i —_
NOOSA SHIRE COUNCIL AS SHOWN cody —_
PLANS APPROVED <=
SIGNATURE:.G.....) Aydt
DATEtessseesen eleSlo%.  [irano.
moat PP" 97764-2 |