Approved Plans - OPW20-0237 · OPW20/0237

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APPROVED PLAN
  OPW20/0237
NOOSA COUNCIL
7 JANUARY 2021
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(WET BERTHED VESSEL

MAXIMUM VESSEL LENGTH - 6.0m
MAXIMUM VESSEL BEAM - 2.3m
MAXIMUM VESSEL MASS - 1500kg

GENERAL NOTES

The works that are the subject of these plans are structurally adequate for anticipated usage as detailed and
certified on these plans.

All structures depicted have been designed fo comply with relevant regulations as set by statutory authorities
and The Prescribed Tidal Works Code (Schedule 3 of the Coastal Protection & Management Regulation 2017)

All structures depicted herein have been designed in accordance with Australian Standards AS1170.0; AS1170.1;
AS1170.2; ASM70.6: AS4997; AS1720.1: AS2159; 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:

14130

 

5000

 

 

 

 

 

 

 

 

 

  

—

9000

EXISTING |
NEIGHBOURING
MOORING |
STRUCTURE

 

10x

 

13130 —————>}

 

5.0 x 3.0m FLAT
DECK PONTOON

EXISTING PONTOON AND |
GANGWAY TO BE REMOVED

1.325m GANGWAY

EXISTING
NEIGHBOURING.
MOORING
STRUCTURE

 

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 be
imposed by the proposed gangway/abutment connection.

The following design parameters form the basis for the design of the structure/s depicted herein -
16a Gangways ~ Restricted Access ~ Design Structural Live Load - 3.0 KPa
166 Gangways - Unrestricted Access - Design Structural Live Load - 4.0 kPa
16¢ Pontoon - Design Structural Live Load - 30 kPa - Concentrated load of 4.5kN
16d Pontoon - Design Flotation Loads - Restricted Access 2.0 kPa - Unrestricted Access 3.0 KPa
16e Pontoon - Design Stability Loads - Restricted Access 15 kPa - Unrestricted Access 2.0 KPa
16f (Deck or Jetty] Restricted Access - Design Structural Live Load - 3.0 kPa - Concentrated load of 4. 5kN
169 (Deck or Jetty) Unrestricted Access - Design Structural Live Load - 5.0 kPa - Concentrated load of 4.5kN
16h Design Wave height - 0.4 m
161 Design ultimate wind velocity - 34 m/s ~ Nil mooring where Ws exceeds 215 m/s.
16j Max stream velocity (2% exceedance probability) <0.5m/s maximum
16k Anchorage, Mooring, Boardwalk or Jetty (where applicable) to be installed in accordance with AS2159 to
ensure the following minimum (working) design loads are achieved (Unless Noted Otherwise
Bearing Capacity - 5.0 tonnes.
Lateral Capacity - 5.0 tonnes.

STEEL
All steelwork fo comply with AS4100, All welds to be 6mm continuous fillet welds UNO.
All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.
Stainless steel restraint cables to be min 8mm iam, Grade 316 and in
accordance with AS 2837 where applicable.

CONCRETE
All concrete work to comply with AS3600.
Pontoon concrete strength to be S40MPa marine grade. UNO.
Insitu pile concrete 32 MPa & Abutment Block concrete S40MPa marine grade. U.N.
Minimum cover fo the reinforcement - 50mm UNO.

ALUMINIUM
All aluminium to comply with AS1664 and to be (minimum) Grade 6063 TS UNO.

Butt welds, where specified, to have full penetration

Surfaces between aluminium pontoon waler and concrete to be separated by bituminous membrane.

FLOTATION

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 less than 75mm at any point on the
pontoon.

(CAPRI SERIES) flotation modules are manufactured using rotationally molded medium density

polyethylene, and form a complete seal impervious to marine organisms known to attach fo such structures under
typical conditions.

TIMBER
All timber work to comply with AS 1720.1 to be minimum F17 hardwood. Durability Class 1
All bolted timber connections, where specified, to be galvanized (or stainless steel equivalent.

FIXINGS & FINISHINGS
All fixings fo be 316 Grade Stainless Steel UNO,

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

DO NOT SCALE DRAWINGS.

 

 

LOT 0

ON BUP 3661

LOT 0

SITE PLAN | scate 1

16630

 

300

 

9000

 

3000

TOP OF PILE BL +340 AND wy

100 FLOOD LEVEL RL +2.% (approx) AHO»
TOP OF WALL RL +208 AHD 5.0 x 3.0m FLAT

DECK PONTOON +

 

HAT. RL +116 AHO
MILWS Rl +0.66 ABD,

AWD RLOO

MLWS. RU -0.7% AKO.

LAT. RL-112 AnD wy

 

6000

7.0 x 1325m
GANGWAY

   

 

  
 
 

   

 

LOT 270

   
   
 

1950

EXISTING CONCRETE
STRUCTURE

 

  

 

 

 

 

REVISION DRAWN B

MED.

DATE

13.10,2020_| WATER ALLOCATION ADDED

 

 

 

 

 

 

 

APPROVED PLAN
|| 3500 MN OPW20/0237
EMBEDMENT
9273 x 9.3mm STEEL PILES Mm area. NOOSA COUNCIL
x 93mm
WITH 315 HDPE SLEEVES —| MATERIAL 7 JANUARY 2021
ELEVATION | SCALE 1: 100
Dare *ROET PROPOSED PONTOON AND GANGWAY CERTIFIED
ATLAS MARINE INTERNATIONAL
TRADING AS Cc SUPERIOR? 18/08/2020 ora. rite SITE PLAN, ELEVATION AND GENERAL NOTES MARK WICHLINSKI
SUPERIOR JETTIES 2 ‘CLIENT CONSULTING ENGINEERS PTY LTD
DRAWING No: bones BODY CORPORATE OF THE COMMODORE “~~
al Yi; (je
ee 2 newat pry, U7 Mail Address: P.0, Box 202 Labrador 4215 | }17494-D01 80 NOOSA PARADE a |
REPRODUCED, STORED IAA RETREVABLE SYSTEM REVISION NO NODSAVILLE A A,
IN ANY FORM, OR TRANSMITTED BY ANY MEANS. Ph: (07) 5594 8200,
WITHOUT PRIOR WRITTEN PERMISSION OF Fax. (0715594 8222 TRAWNBY DESTRED THERED ST PAPER STE SCALE NPER No 832296
[ATLAS MARINE INTERNATIONAL PTY, LTD. Enail:info@superior jetties.com MED. MW, AS NOTED RPEQ: 1643, RPB: EC36234

 

 

 

 

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