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

 

 

 

   

  
   

    
   
 

Page 3

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW17/0592 8 MAR 2018


[OCR of page images]
 

 

 

2848
—~{ 500 MAX J ONLY STANDARD

A r MOORING CLEATS.

 

 

 

 

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me

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

592.5—~| = 65

 

i t t i 1 f f f i t t

CAST ALUMINIUM CORNER BRACKETS M6 TIE BOLTS - 300 LONG TO FULL ‘LAYER OF SL-82 FABRIC —+
(SQUARE CORNERS THIS END] PERIMETER OF FRAME @ 1000mm CRS UN.O.
LONGITUDINAL

 

 

 

 

 

 

 

TIE FABRIC TO BOLTS

 

 

 

 

 

 

592.5

TIE BOLTS @ 250mm CRS THIS END STRENGTHENING BEAM

592.5

CAST ALUMINIUM CORNER BRACKETS.

990 ELBOW {ROUND CORNERS THIS END)

990 CONDUIT (OUT THROUGH DECK)

990 TEE

Ate = += | | ed

PROVIDE EXTRA FRAME TIES YQ

BEHIND EACH PILE BRACKET
(250mm CRS)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

65 ey 5925

 

 

 

 

 

I-592.5 592.5 t= 592.5 $92.5

330 Lei —____-| APPROX. 6660 PILE CENTRES

4379 |

 

 

 

 

 

 

PONTOON PLAN | scALe 1:30

 

 

 

FOR APPROVAL

NOOSA COUNCIL
APPROVED PLAN PURPOSES ONLY

OPW17/0592 8 MAR 2018

 

 

 

 

 

50mm TOP COVER

 

M16 TIE BOLTS - 300 LONG TO FULL 50 MPa CONCRETE DECK ELITE SERIES ALUMINUM
PERIMETER OF FRAME @ S00mm Crs. UNO PONTOON WALER
TIE OR WELD FABRIC TO BOLTS SL-82 FABRIC. 1x 690 CONDUIT

 

 

 

 

 

 

 

 

R10 LIGATURES @ 300CRS
(30 COVER)

 

500mm +50
FREEBOARD *

4 x N16 LONGITUDINAL BARS.

 

|
|

 

PONTOON IDENTIFICATION KEY SECTION A-A. scate 125

No: | DATE | REVISION DRAWN BY) (ath AS MARINE INTERNATIONAL DATE ~\ (PFOECT PROPOSED PONTOON AND GANGWAY CERTIFIED

TRADING AS ©S SUPERIOR’ 08/09/17 ora. re PONTOON CONSTRUCTION DETAIL - PONTOON W1 MARK WICHLINSKI

SUPERIOR JETTIES CLIENT CONSULTING ENGINEERS PTY LTD

DRAWING No: vanones SEREIA MARINE
. /
re 2 anna pry.u1D. Mail Address: P.0. Box 920 Nerang 4211 | /14691-D03 248 GYMPIE TERRACE Li (°) () { . .
‘NO PART OF THIS DOCUMENT MAY BE COPIED, a A,

REPRODUCED, STORED IN A RETRIEVABLE SYSTEM REVISION NO: NOOSAVILLE
tN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: (07) 5594 6200 3;

WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 "APER SIZE NPER No 832296

ATLAS MARINE INTERNATIONAL PTY, LTD. Email: info@superior jetties.com L Mw. A3 RPEQ: 1643, RPB: £C36234

 

 

 

 

 

 

 

 

 

Page 4

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW17/0592 8 MAR 2018


[OCR of page images]
 

 

 

 

PONTOON IDENTIFICATION KEY

 

2848

 

 

6 ONLY STANDARD
MOORING CLEATS

2848
—| 500 MAX

 

 

 

 

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| ==

 

 

 

 

 

 

 

592.54] = 65

 

= f t ft f ft

 

 

 

 

 

 

 

 

 

 

} TLAYER OF SL~82 FABRIC Sf
LONGITUDINAL

CAST ALUMINIUM CORNER BRACKETS.
{ROUND CORNERS THIS END)

STRENGTHENING BEAMS

TIE BOLTS @ 250mm CRS THIS END.

W2

#90 ELBOW
{OUT THROUGH DECK}

CAST ALUMINIUM CORNER BRACKETS
(SQUARE CORNERS THIS END)

99% CONDUIT

592.5 —=t

592.5

2x N16 EDGE BARS

 

 

 

t

I i

925

 

 

 

=F:

 

 

 

 

 

 

 

=

 

 

 

 

 

 

 

 

 

PROVIDE EXTRA FRAME TIES
BEHIND EACH PILE BRACKET
(250mm CRS)

 

65 4 5

ak

 

 

 

PONTOON PLAN ss scaLe 1:30

 

NOOSA COUNCIL
APPROVED PLAN
OPW17/0592 8 MAR 2018

 

 

 

 

FOR APPROVAL
PURPOSES ONLY

 

M16 TIE BOLTS - 300 LONG TO FULL
PERIMETER OF FRAME @ 500mm Crs, UNO
TIE OR WELD FABRIC TO BOLTS SL-82 FABRIC. —

50mm TOP COVER

50 MPa CONCRETE DECK
/ 1x 990 CONDUIT

ELITE SERIES ALUMINUM
/ PONTOON WALER

 

 

 

 

 

 

 

 

 

4 x N16 LONGITUDINAL sans”

 

 

R10 LIGATURES @ 300CRS
(30 COVER)

500mm +50
FREEBOARD ”

|
|

 

SECTION A-A SCALE 1:25

 

DATE REVISION DRAWN B

ATLAS MARINE INTERNATIONAL
TRADING AS.
SUPERIOR JETTIES

COPYRIGHT ©) 2016

ATLAS MARINE INTERNATIONAL PTY, LTD.

NO PART OF THIS DOCUMENT MAY BE COPIED,
REPRODUCED, STORED IN A RETRIEVABLE SYSTEM
IN ANY FORM, OR TRANSMITTED BY ANY MEANS
WITHOUT PRIOR WRITTEN PERMISSION OF

ATLAS MARINE INTERNATIONAL PTY, LTD.

(oATE

3S SUPERIOR? 08/09/17

~

 

DRAWING No:

14691-D04

Mail Address: P.O. Box 920 Nerang 4211

 

REVISION NO:
Ph: (07) 5594 8200
Fax: (07) 5594 8222
Email: info@superior jetties.com L

 

 

(PRET PROPOSED PONTOON AND GANGWAY

ora rile PONTOON CONSTRUCTION DETAIL - PONTOON W2

 

“HENT SEREIA MARINE

248 GYMPIE TERRACE
NOOSAVILLE

 

SCALE
1: 100

DRAWN BY DESIGNED CHECKED BY PAPER SIZE
\ 0.6.6. Mw. A3

 

 

CERTIFIED
MARK WICHLINSKI

CONSULTING ENGINEERS PTY.LTD
é a

NPER No 832296
RPEQ: 1643, RPB: EC36234

 

Page 5

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW17/0592 8 MAR 2018


[OCR of page images]
 

2185

B ONLY STANDARD
MOORING CLEATS.

 

 

ALAYER OF SL-82 FABRIC
CAST ALUMINIUM CORNER BRACKETS.
LONGITUDINAL (SQUARE CORNERS)

STRENGTHENING BEAMS

TIE BOLTS @ 250mm CENTRES BOTH ENDS
2 x N16 EDGE BARS

2x N16 EDGE BARS.

 

 

 

 

PROVIDE EXTRA FRAME TiES.
BEHIND EACH PILE BRACKET
(250mm CRS}

PONTOON PLAN  scaLe 1:30

 

 

FOR APPROVAL

NOOSA COUNCIL
APPROVED PLAN PURPOSES ONLY

OPW17/0592 8 MAR 2018

 

 

 

 

 

2500

TIE OR WELD FABRIC TO BOLTS SL-82 FABRIC. 5
SOmm TOP COVER

8 Z <5

o R40 LIGATURES @ 300CRS
2 (30 COVER)
4 x N16 LONGITUDINAL BARS.

1x 690 CONDUIT

M16 TIE BOLTS ~ 300 LONG TO FULL 50 MPa CONCRETE DECK ELITE SERIES ALUMINUM
PERIMETER OF FRAME @ 500mm Crs. UNO /, PONTOON WALER

 

 

 

 

 

 

 

 

 

 

500mm +50
FREEBOARD *

 

|
|

 

AV SCALE 1:25

No:| DATE | REVISION DRAWN B ATLAS MARINE INTERNATIONAL (DATE (PROJECT PROPOSED PONTOON AND GANGWAY CERTIFIED

A |osvti17 | pontoon REDUCED IN LENGTH 0G TRADING AS | (11/09/17 ora. rire PONTOON CONSTRUCTION DETAIL - PONTOON W3 MARK WICHLINSKI
SUPERIOR JETTIES ©S SUPERIOR DRAWING NO CLIENT SEREIA MARINE CONSULTING ENGINEERS PLY LTD

ADDRESS

116 4 !

ALAS HARM TERNATIONAL PTY, 10, Mail Address: P.0, Box 920 Nerang 4211 | |14691~D05 248 GYMPIE TERRACE ° .
NO PART OF 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 SIFFS STE NPER No 832296

WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) S594 8222 A DESIGNED CHECKED BY
ATLAS MARINE INTERNATIONAL PTY, LTD. Emait:info@superior jetties.com MW. A3B AS SHOWN _) RPEQ: 1643, RPB: EC36234

 

PONTOON IDENTIFICATION KEY SECTION A-

 

 

 

 

 

 

 

 

 

 

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          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW17/0592 8 MAR 2018


[OCR of page images]
No: DATE

A [oar

 

 

 

2186

6 ONLY STANDARD
MOORING CLEATS

 

 

TLAYER OF SL-82 FABRIC

2 x N16 EDGE BARS.

LONGITUDINAL S/S

STRENGTHENING BEAMS

TIE BOLTS @ 250mm CENTRES THIS ENDS ONLY

CAST ALUMINIUM CORNER BRACKETS.
(SQUARE CORNERS}

2 x N16 EDGE BARS.

 

 

 

 

 

 

PONTOON IDENTIFICATION KEY

REVISION DRAWN B

PONOTON REDUCED IN LENGTH 0G

ATLAS MARINE INTERNATIONAL
TRADING AS
SUPERIOR JETTIES

COPYRIGHT © 2016

ATLAS MARINE INTERNATIONAL PTY, LTO.

NO PART OF THIS DOCUMENT MAY BE COPIED,
REPRODUCED, STORED IN A RETRIEVABLE SYSTEM
IN ANY FORM, OR TRANSMITTED BY ANY MEANS
WITHOUT PRIOR WRITTEN PERMISSION OF

ATLAS MARINE INTERNATIONAL PTY, LTD.

PROVIDE EXTRA FRAME TIES.
BEHIND EACH PILE BRACKET
{250mm CRS)

PONTOON PLAN ss scate 1:30

 

NOOSA COUNCIL
APPROVED PLAN
OPW17/0592 8 MAR 2018

 

 

 

 

 

FOR APPROVAL
PURPOSES ONLY

 

M16 TIE BOLTS - 300 LONG TO FULL
PERIMETER OF FRAME @ 500mm Crs. UNO
TIE OR WELD FABRIC TO BOLTS SL-82 FABRIC.

50mm TOP COVER

ELITE SERIES ALUMINUM
/ PONTOON WALER

50 MPa CONCRETE DECK
J, 1x 90 CONDUIT

 

 

 

 

8 Ep

L

 

U

2 30

 

 

 

 

O

 

 

 

R10 LIGATURES @ 300CRS
(30 COVER)

500mm +50
FREEBOARD

4 x N46 LONGITUDINAL BARS.

|
|

 

SECTION A-A. scate 1:25

(oaTE

11/09/17

+) (PRaDEET CERTIFIED

MARK WICHLINSKI

CONSULTING ENGINEERS PLY LTD

PROPOSED PONTOON AND GANGWAY
orc. Tie PONTOON CONSTRUCTION DETAIL - PONTOON W4

 

 

€}) SUPERIOR®

Mail Address: P.O. Box 920 Nerang 4211

DRAWING NO:

14691-D06

“EN” SEREIA MARINE
248 GYMPIE TERRACE

 

REVISION NO:
Ph: — (07) 5594 8200
Fax: (07) 5594 8222
Email: info@superior jetties.com

 

NPER No 832296
RPEQ: 1643, RPB: EC36234

NOOSAVILLE
SCALI
AS SHOWN _)

 

CHECKED BY

 

 

MW.

 

Page 7

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW17/0592 8 MAR 2018


[OCR of page images]
 

GANGWAY |NUMBER HANDRAIL CAP STIFFENER |BOTTOM CHORD |50x50x3.0 SHS |PRE-CAMBER ~N
LENGTH SUPPORTS '50x50x3.0 SHS |THICKENER LACING =

100x50x3.0 RHS 50x6 FLAT BAR f ‘y 50 x 50 x 3.0 SHS —~|
H H ALUMINIUM POSTS

 

UP TO 10.0m

 

 

 

 

 

50 x 50 x 1.6 ALUMINIUM

BOX CROSSMEMBERS CFW TO
100 x 60 x 2.5 TRUSS BOTTOM
CHGRD @ 400mm CENTRES

 

 

50 x 50 x 3.0 SHS
ALUMINIUM POSTS

 

 

 

 

bot |

DETAIL 1 DETAIL 2
SCALE 15 SCALE 1:5

 

 

 

 

 

 

 

 

 

 

 

 

 

POSTS & LACINGS, 50 x 50 x 3.0
ALUMINIUM SHS —

 

 

 

“*

 

100 x 60x25

 

 

 

\ RHS (1 LEG)
GUSSET GUSSET
J

q
~~
065 x 95 HDPE ROLLERS. —-|
|\-se x & PIANO HINGE x @ 16 S/S AXLES 40 x 10 FLAT BAR
T

3800

ELEVATION urs FOR APPROVAL ocx sore nats | wnat aa aU
NON STANDARD 400mm PU RPOSES ON LY

 

 

 

 

 

 

 

 

 

 

@ 16 S/S AXLES CHANNEL END MEMBER

CENTRES MAX

BRACKET 50 x 50 x 50mm LONG SHS 104x 54x 4.0
SADDLES @ 800 CRS ALONG 1 SJE RADIUS LEG CHANNEL DETAIL 3
SCALE 1:3

TAPERED END NOOSA COUNCIL TOP CHORD
} APPROVED PLAN Tes QS

soxsoxresus/ OPW17/0592 8 MAR 2018 +t deen SHS (UNO)

ROLLER CORNER
SEE DETAIL 3 —}-——~ HANDRAIL SUPPORTS

100 x 60x25 100 x $0 x 3 ALUMINIUM RHS.

PLAN NTS HS 1 LEG). (WHERE REQUIRED - SEE TABLE]
tao. 2.5mm ALUM SHEET DECKING

WITH CARPET GLUED TO TOP

BOTTOM CHORD
100 x 60 x 2.5 ALUMINIUM RHS | 2)
4

N CROSSMEMBERS. 100 x 50 x 3 ALUMINIUM RHS
50 x 50 x 16 ALUMINIUM SHS. BEARER WELDED UNDER FRAME
50 x 50x 1.6 SHS BOX— 1325 (WHERE REQUIRED - SEE TABLE)

TAPERED END - DETAIL 4 60 x 10 FLAT BAR L seb us SECTION X-X  scate 1:20

CUT 68mm LONG FOR
SCALE 1:5 ROLLER SUPPORTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

439.3 461.3 439.3

 

 

 

 

2.5mm ALUMINIUM PLATE DECK —
WITH ANTHRACITE CARPET CROSS MEMBERS

 

 

 

104 x 54 x 4.0
RADIUS LEG CHANNEL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REVISION ORAWN BY) (a1 aS MARINE INTERNATIONAL (ore ("#6 PROPOSED PONTOON AND GANGWAY CERTIFIED

TRADING AS 3S SUPERIOR? 11/09/17 ora tme GANGWAY CONSTRUCTION DETAIL MARK WICHLINSKI

SUPERIOR JETTIES CONSULTING ENGINEERS PTY LTD
DRAWING Wo GEN" SEREIA MARINE
ADDRESS .
COPYRIGHT © 204 aTioWAL PTY, LTD. Mail Address: P.O. Box 920 Nerang 4211 14691-D07 248 GYMPIE TERRACE Sj WG) { ( mM

NO PART OF THIS DOCUMENT MAY BE COPED,

REPRODUCED, STORED N ARETREVABLE SYSTEM | | 4, (40) 55, grog REVISION NO: NOOSAVILLE
ED BY ANY MEANS

IN ANY FORM, OR TRANSMIT! 5 CHECRED BY PAPER SIZE SCALE NPER No 832296

WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222
ATLAS MARINE INTERNATIONAL PTY, LTD. Email:info@superior jetties.com \ Mw. A3 AS SHOWN _) \_ RPEQ: 1643, RPB: EC36234

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 8

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW17/0592 8 MAR 2018


[OCR of page images]
dwiey soquily

250°10' SP28445

 

61°55
45

1
70.

FOR APPROVAL
PURPOSES ONLY

 

Hinged Platform

WET BERTHED VESSEL

MAXIMUM VESSEL LENGTH - 8.0m

MAXIMUM VESSEL BEAM - 2.5m

MAXIMUM VESSEL MASS - 2600 Kg

PERMANENT VESSEL MOORING

FOR BOAT HIRE BUSINESS
NOOSA COUNCIL
APPROVED PLAN

OPW17/0592 8 MAR 2018

 

 

 

00.92 00.9¢Z

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PORTION OF JETTY TO BE DEMOLISHED

 

LTD
3

MARK WICHLINSKI
CONSULTING ENGINEERS
Allin

RPEQ: 1643, RPB: EC36234

CERTIFIED
NPER No 832296

 

~
J

PAPER SIZE
A3

PROPOSED PONTOON AND GANGWAY
248 GYMPIE TERRACE

NOOSAVILLE

ore. Tite PLAN SHOWING VESSEL ARRANGEMENT
SEREIA MARINE

PROJECT

\

 

 

02/11/17
14691-D08

 

 

(DATE
NX

 

|

(07) 5594 8200

(07) 5594 8222
Email: info@superior jetties.com

4 SUPERIOR

Mail Address: P.O. Box 920 Nerang 4211

€

Ph:
Fax:

TEM

TRADING AS.

SUPERIOR JETTIES

 

 

IN ANY FORM, OR TRANSMITTED BY ANY MEANS.

WITHOUT PRIOR WRITTEN PERMISSION OF

NO PART OF THIS DOCUMENT MAY BE COPIED,

ATLAS MARINE INTERNATIONAL
REPRODUCED, STORED IN A RETRIEVABLE SYS

DRAWN B |

ATLAS MARINE INTERNATIONAL PTY, LTO.

ATLAS MARINE INTERNATIONAL PTY, LTD.

COPYRIGHT © 2016

REVISION

DATE

No: