08/0530 - Operational Works - Transport Type 5 - Domestic Marine (Jetty) [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

1 The works that are the subject of these plans are structurally adequate for anticipated usage a5
detailed and certified on these plans.
12. All structures depicted have been designed to comply with relevant regulations as set by the local authority,
Queensland Transport and the Prescribed Tidal Work Code (Schedule 4A of the Coastal Protection &

CUT OFF AND REMOVE

 

 

 

 

EXISTING PILES AND PONTOON}————__ L

6.2 x 1.32m GANGWAY {EXISTING} —

ROCK BATTER

   

 

 

REMOVE EXISTING DECK
AND PILES

LU

 

 

 

 

Management Regulation 2003}

12. All structures depicted herein have been designed in accordance with Australian Standards AS. 170.1
(structural design actions} AS1170.2 {wind toads) 4$1664.1 {Alum structures} AS1720.1 (timber Structures}
452159 (piting! AS3600 {concrete structures} AS3962 (design of marinas} AS4100 Isteet structures) Relevant
local covenants, where applicable, have been considered in the design.

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

15. Max water level used in the design of any piles shown in the structure is h.a.t. under normal in-service

1600 x 600 MOORING BLOCK (EXISTING)

TARMAL PATHWAY

U

TARMAC PATHWAY TARMAC PA THWA Y

  

 

conditions. The piles have not been designed for 100 flood conditions in excess of h.a.t. nar 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 toads (such as live, dead and impact) that may

be imposed by the proposed gangway/abutment connection.

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

La (Pontoon & Gangway! Single user piled Structure Design Live Loed - 2.0 kPa

176 (Pontoon & Gangway! Multiple user piled Structure Design Live Load - 2.0 kPa

1% (Deck or Jetty Single user piled Structure Design Live Load - 2.0 kPa

178 (Deck or Jetty) Multipte user piled Structure Design Live Load - 3.0 kPa

te Design Wave height - 0.3m

LF Design ultimate wind velocity - 36 m/s

1g Max stream velocity (2% exceedance probability) 12m/s maximum

Th Anchorage, Mooring, Boardwatk or Jetty (where applicable) to be installed in accordance with AS2159
to ensure the fotlowing minimum {working design toads are achieved (Unless Noted Otherwise) :
Bearing Capacity - 3.0 tonnes.
Laterat Capacity - 2.0 tonnes.

20. STEEL

21 All steelwark to comply with AS46100. All welds to be 6mm continuous fillet welds UNO.

22 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.

3.0. CONCRETE

3.1 Altconcrete work to comply with AS3600.
32. Pontoon concrete strength to be SOMPa with 80mm stump U.N.O.
33. Pile concrete 40 MPa & Abutment Block concrete 32 MPa.

3.4. Minimum cover to the reinforcement - 40mm U.

 

4.0. ALUMINIUM

4.1 Alt aluminium ta comply with AS1664 and to be (minimum) Grade 6063 T5 UNO.
4.2 Butt welds, where specified, ta have full penetration.

4.3. Surfaces between aluminium and concrete separated by bituminous membrane.

 

5.0. FLOATATION

5. Oesign stability toad 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 ta emerge from the
water. The minimum freeboard under such loading will not be tess than 75mm at eny paint on the
pontoon.

Polystyrene St 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.

 

6.0. TIMBER
6.1 All timber work to comply with AS 1720.1 to be minimum FI7 hardwood.
6.2. All botted timber connections, where specified, to be galvanized (or stainless steel equivatent).

7.0. FIXINGS & FINISHINGS
2.1 All fixings to be 316 Grade Staintess Steet UNO.

IT 1S THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY
VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS

DO NOT SCALE DRAWINGS.

GYMPIE TERRACE

14.121m 229° 3°

14.121m 229° 3 14.121m 229° 3°

   

14.

 

PLAN

SCALE 1: 250

 

HOWARD ST

37.314m 139° 0°

 

LOT 6 LoT 7

oN | on
RP 65319 RP 65319

combinedias LOT 0

ON |euP 7631

LOT 78

37.314m 139° 0"

 

 

8200

 

TOP OF PUE Rl +33 AHO

 

' 5.0m x 3.0m ELITE
SEWES PONTOON. —]

 

HAT. Rt +0.99 AHO. =x

3000

EXISTING 6.2m x 1.32m DHR GANGWA}

(ROLLS ON PONTOON) (GM ont)

 

 

 

 

 

 

aan

 

 

 

 

MHW.S._ Bl 60.$7 aD

i a ed

AWD RLO0

. 5
~-wwisue 2 —Foo— =H

 
 

LAT. RE -059 And

ne

EL

 

SCALE 1: 100

 

 

 

 

 

EXISTING
MOORING BLOCK.

    

ROCK BATTER.

Ya

 

 

 

400 x 175kN SPUN
CONCRETE PILES
EVATION rt MINIMUM EMBEDMENT 4000
uw

               

37.314m 139° 0°

 

 

No: DATE REVISION

ATLAS MARINE INTERNATIONAL

 

TRADONG AS
SUPERIOR JETTIES

 

 

COPYRAGHT (©2004 ATLAS MARNE NTERNATIONAL PTY, LTO.
NNO PART OF THIS DOCUMENT MAY BE COPED, REPRODUCED, STORED

 

WA RETREVABLE SYSTEM Iv AY FORM 08 TRANSMITTED BY
ANY MEAIG WITHOUT PRIDR WRITTEN PERMISSION OF ATLAS.

 

 

MARDE ITERMATIONAL PTY, LTD.

 

 

 

 

   

         

DATE
26/01/08

SUPERIOR
jetties
15 Jade Drive Nerang Qld. Australia

   

ORAWING NO:

4494-001

PROECT PROPOSED PONTOON & GANGWAY
orc. re SITE PLAN, ELEVATION AND GENERAL NOTES

—_—/

 

     

een ANCHORAGE APTS BC

AD0RESS 11 OT 6/7) 301 GYMPIE TCE

 

Mail Address: P.O, Box 920 Nerang 4211
Pe (07155. 971933

Fax: (07) $5 970676

Enai: info@@superiar jetties.com

  

SHEET

  

 

CHECKED BY

NOOSAVILLE

 

 

  

SAPER SIZE] STALE
A3 AS SHOWN

FE NAME

 

— eT

 

        

APPROVED

STEPHEN R. BELYEA
RPEQ 6204