08/0530 - Approved Plans [As Published] · 142008.530

    
     

     
     

                         
                         

                           
                                        

       

 

 

WET BERTHED VESSEL

MAXIMUM VESSEL LENGTH - 6.7m

 

THE WORKS THAT ARE THE SUBJECT OF THESE PLANS
ARE STRUCTURALLY ADEQUATE FOR ANTICIPATED USAGE
AS DETAILED AND CERTIFIED ON THESE PLANS.

 

 

MAXIMUM VESSEL BEAM - 3.2m
MAXIMUM VESSEL MASS - 5,000 Kg

10. GENERAL NOTES

11 The works that are the subject of these plans are structurally adequate for anticipated usage as
detailed and certified on these plans.
12.
Queensland Transport and the Prescribed Tidal Work Code {Schedule 4A of the Coastal Protection &
Management Regutation 2003)

12. All structures depicted herein have been designed in accordance with Australian Standards AS1170.1

All structures depicted have been designed to comply with retevant regulations as set by the tacal authority,

 

          

ALL REDUNDANT PARTS OF THE EXISTING
STRUCTURES SHALL BE COMPLETELY REMOVED
FROM THE WATERWAY AND RIVERBANK

6.2 x

 

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15,

 
  

(structural design actions) AS1170.2 (wind toads} AS1664.1 (Alum structures) AS1720.! (timber structures}
AS2159 {piting! AS3600 {concrete structures} AS3962 (design of marinas} AS4 100 (steel structures}. Relevant
local covenants, where applicable, have been considered in the design.

Anchorage pites where applicable have been designed assuming independence from any adjacent revetment
structures.

Max water fevel used in the design of any piles shown in the structure is h.a.t. under normal in-service
conditions. The piles have nat been designed for Q100 flood conditions in excess of hat. nor scour of the soil
around the base of the piles.

16,

Where applicable, the existing revetment wall appears (to the best extent that could be reasonably determined
via non-destructive inspection} to be adequate for typical service loads (such as live, dead and impact) that may

  
  

17,

5.0.

6.0.

2.0,

20,

30.

4.0.

be imposed by the proposed gangway/abutment connection.
The following design parameters form the basis for the design of the structure/s depicted herein -
ta {Pontoon & Gangway) Single user piled Structure Design Live Load - ZRKPs
Lib {Pontoon & Gangway/ Muitipte user piled Structure Design Live Load - 2.0 kPa
17 (Deck or Jetty) Single user piled Structure Design Live Load ~ 2.0 kPa
7d (Deck or Jetty) Muttiple user piled Structure Design Live Load - 3.0 kPa
Ve Design Wave height - 0.3m
17f Design ultimate wind velocity - 36 m/s
17g Max stream velocity (2% exceedance probability) Lém/s maxinum
17h
to ensure the following minimum (working) design toads are achieved (Untess Noted Otherwisel :
Bearing Capacity - 3.0 tonnes,
Lateral Capacity - 2.0 tonnes.

STEEL
21 All steelwork to comply with AS4100, All welds to be 6mm continuous fillet welds UN.O.
2. All steel exposed to be hot dipped galvanized with coating mass not less than 6009/sq.m.
23. Stainless steel restraint cables to be min 8mm diam, Grade 316 and in accordance with AS 2837 where
applicable.

  

CONCRETE

3.4 All concrete work to comply with AS3600.

3.2, Pontoon concrete strength to be SOMPa with 80mm stump UNO,
33, Pile concrete 40 MPa & Abutment Block concrete 32 MPa.

3.4, Minimum cover ta the reinforcement - 40mm U.N.O.

ALUMINIUM
4.1 All atuminium to comply with AS1664 and to be (minimum) Grade 6063 TS U.N.
4.2, Butt welds, where specified, to have full penetration.
4.3. Surfaces between aluminium and concrete separated by bituminous membrane.

FLOATATION
5.1 Design stability load applied across half the width of the floating pontoon and on the entire gangway
will produce a maximum tilt not exceeding 15 degrees and will not cause any corner to emerge from the

water. The minimum freeboard under such loading will not be tess than 75mm at any point on the
pontoon.

5.2 Polystyrene SL grade foam to be encased in high density polyethylene membrane fully welded at the
corners and joins to form a complete seal impervious to marine organisms known to attach to such
structures under typical conditions.

TIMBER
6.1, All timber work to comply with AS 1720,1 to be minimum F17 hardwood.
6.2, All bolted timber connections, where specified, to be galvanized (or stainless steel equivalent).

FIXINGS & FINISHINGS
71 All fixings te be 316 Grade Stainless Steet UNO.

Anchorage, Mooring, Boardwatk or Jetty (where applicable) to be installed in accordance with AS2159

HOWARD ST

TOP OF PILE RL +33 AHO»

1600 x 600

2.845m
12° 57’ 30"

5.0m x 3.0m ELITE
SERIES PONTOON. ——.

HAT, RL +0.99 AHO.

| PATHWAY

MOORING BLOCK

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RENGYE EXISTING DECKS

AND PILES

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GYMPIE TERRACE

12.110m 229° 3’

14.121m 229° 3°

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14,121m 229° 3°

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37.314m 139° 0"

 

LOT 6!
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PLAN
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EXISTING 6.2m x 1.32m DHR GANGWA|
{ROLLS ON PONTOON)

 

 

 

 

 

 

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37,314m 139° 0°

 

 

 

 

 

 

 

 

MHWS. RL 20.5;

2A

 

AHO Rt 0.0.

MLWS_RL-042 AHO, @

LAT. Rt -0.59 AHD

 

 

IT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY
VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS

DO NOT SCALE DRAWINGS.

—_—

ELEVATION SS

 

SCALE 1:

 

 

o

 

00

   

 

an

 

 

EXISTING
ROCK BATTER.

 

 

 

37.314m 139° 0°

 

EXISTING
MOORING BLOCK.

SUNSHINE COAST
REGIONAL COUNCIL

PLANS APPROVED

 

  

4.00 x 175kN SPUN

CONCRETE PILES

INIMUM EMBEDMENT 4000

 

 

 

 

oP woRIKS CB/O520

 

 

DATE
03/06/08

REVISION
EXISTING SEABED LEASE ADDED

 

 

 

 

 

 

 

 

 

ATLAS MARINE INTERNATIONAL
TRACING AS:
SUPERIOR JETTIES

COPYRIGHT (2066 ATLAS MARBE INTERNATIONAL PTY, LTD.
NO PART OF THIS DOCUMENT MAY BE COPIED, REPRODUCED, STORED
MA RETRIEVABLE SYSTEM I ANY FORM, OR THANSHITTED BY
ANY MEANS WITHOUT PRIOR WRITTEN PERMESSION OF ATLAS.
MARINE SITERMATIONAL PTY, LTD.

Q

15 Jade Drive

SUPERIOR
jetties
Old.

 

 

Nerang Australia

Mail Address: P.0.Box 920 Nerang 4211

Pi
Far:
Ena:

(07) 55 979933
(07) Ss 970476
info@superior jetties.com

|
03/06/08

PROJECT

PROPOSED PONTOON & GANGWAY
prc. nme SITE PLAN, ELEVATION AND GENERAL NOTES

   

APPROVED

 

 

   

 

DRAWING NO:
4494-D01A

SHEET

A
VL w,

 

CHECKED BY

 

 

 

 

  

QUENT
ADDRESS

   

     

NOOSAVILLE

 

ANCHORAGE APTS BC
(LOT 5/6} 301 GYMPIE TCE

 

 

    

SCALE

AS SHOWN

\* WAKE

    

      

   

      

STEPHEN R. BELYEA

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