Approved Plans OPW17-0592 · OPW17/0592

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   NOOSA COUNCIL
   APPROVED PLAN
OPW17/0592 8 MAR 2018


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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 All structures depicted have been designed to comply with relevant regulations as set by statutory authorities and

The Prescribed Tidal Works Code (Schedule 3 of the Coastal Protection & Management Regulation 2017)

13. All structures depicted herein have been designed in accordance with Australian Standards AS1170.0; AS1170.1 ;

AS1170.2, AS1170.4: AS4997, AS1720.%: AS21589, AS3600, AS3962; Relevant local covenants, where applicable, have been
considered in the design.

Anchorage piles where applicable have been designed assuming independence from any adjacent revetment

structures.

15. Where applicable, the existing revetment wall appears {to the best extent that could be reasonably determined via
non-destructive inspection) fo be adequate for typical service loads (such as live, dead and impact) that may be
imposed by the proposed gangway/abutment connection.

16. The following design parameters form the basis for the design of the structure/s depicted herein -

16a Gangways ~ Multiple user Structure Design Live Load - 3.0 kPa - Concentrated load of 2.0Kn

16b Pontoon - Multiple user piled Structure Design Live Load ~ 3.0 kPa - Concentrated load of 4.5Kn

16 (Deck or Jetty) Multiple user piled Structure Design Live Load - 5.0 kPa - Concentrated load of 4.5Kn

16d Design Wave height - 0.6 m

16e Design ultimate wind velocity - 34 m/s - Nil mooring where Ws exceeds 215 m/s.

16f Max stream velocity (2% exceedance probability) <0.5m/s maximum

169 Anchorage, Mooring, Boardwalk or Jetty (where applicable} to be installed in accordance with AS2159 to
ensure the following minimum (working) design toads are achieved (Unless Noted Otherwisel :
Bearing Capacity - 5.0 tonnes.
Lateral Capacity - 5.0 tonnes.

2.0. STEEL

2h All steelwork to comply with AS4100, All welds to be 6mm continuous fillet welds UNO.

22. All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.

23. Stainless steel restraint cables to be min 8mm diam, Grade 316 and in

accordance with AS 2837 where applicable.

 

3.0. CONCRETE

Bt All concrete work to comply with AS3600.

32 Shore works concrete strength to be 50MPa with 80mm stump U.N.O.
33. Pite concrete 50 MPa & Abutment Block concrete 32 MPa.
34. Minimum cover to the reinforcement ~ 40mm UNO.

4.0. ALUMINIUM

40 All aluminium to comply with AS1664 and to be (minimum) Grade 6063 T5 U.N.O.

4.2,
42.

1. FLOTATION

Butt welds, where specified, to have full penetration.
Surfaces between aluminium and concrete separated by bituminous membrane.

SA 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 nof cause any corner to emerge

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

pontoen.

5.2. (CAPRI SERIES) flotation modules are manufactured using rotationally molded medium density
polyethylene, and form a complete seal impervious to marine organisms known fo attach to such

structures under typical conditions.

6.0. TIMBER

64. All timber work to comply with AS 1720.1 to be minimum F17 hardwood.

6.2.

7.0. FIXINGS & FINISHINGS

All bolted timber connections, where specified, to be galvanized {or stainless steel equivalent).

71 All fixings to be 316 Grade Stainless Steel UNO.

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

DO NOT SCALE DRAWINGS.

7760

 

 

FOR APPROVAL
PURPOSES ONLY

     

     

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW17/0592 8 MAR 2018

 

 

 
 
 

 

 

 

 

 
 
   
  

 
 

 

  

 
 

 

   

TOP OF PILE RL: +3.40m AHD

 

(STAGE 1} PONTOONS

 

 

HAT. RL: +4.09m AHD——

 

7300 |

r— (STAGE 1)
ALUMINIUM GANGWAY

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

M.H.W.S. RL: +0.65m AHD

(STAGE 2) DASHED LINE DENOTES
-—PONTOONS AND PILES TO BE
INSTALLED AT A LATER DATE

EXISTING TIMBER JETTY

 

(STAGE 2)
ALUMINIUM GANGWAY

=| AN

 

 

 

 

 

 

 

 

 

 

RL: 0.00m AHD

 

 

 

  

 

MLL.W.S. RL: -0.33m AHD Sf
.A.T, RL: -0.56m AHD

 

 

 

 

 

 

 

 

 

 

 

3500 MIN
EMBEDMENT
be-----e eee
3500 MIN
EMBEDMENT

pote reine

-

ELEVATION

3500 MIN.
EMBEDMENT

1: 100

     
     

 

 

  

 

 

 

 

   
 

 

  

 

 

 

 

 

 

 

 

 

   

 

 

 

  
  
  

 

 

  
  

     

 

 

   
  
 
  
  

   

 

( y) (0 ~) (PROJECT >)
No: | DATE REVISION DRAWN BY) (47 aS MARINE INTERNATICNAL DATE PROPOSED PONTOON AND GANGWAY CERTIFIED
A |o3/11711__| PONTOON RELOCATED 2.5m CLOSER TO SHORE 0G TRADING AS Ce SUPERIOR? 1/09/17 ora tie ELEVATION & GENERAL NOTES MARK WICHLINSKI
SUPERIOR JETTIES CLIENT CONSULTING ENGINEERS PIY LTD
DRAWING No: SEREIA MARINE
ALAS RAR ARERNATIONAL PTY, LTD, Mail Address: P.O. Box 920 Nerang 4211 14 69 1 - D 02 248 GYMPIE TERRACE
NO PART GF THIS DOCUMENT MAY BE COPIED,
REPRODUCED, STORED IN A RETRIEVABLE SYSTEM REVISION NO: NOOSAVILLE
iN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: (07) 5594 8200
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 zy Al NPER No 832296
_) \_ATUAS MARINE INTERNATIONAL PTY, LTD. Email: info@superior jetties.com LL ) MW. AS SHOWN _) \_ RPEQ: 1643, RPB: EC36234