Body Corp for Noosa Quays - Owners Consent from DES · OPW19/0048

Page 2

Notice
Decision — owner’s consent

 

 

Standard conditions may apply

 

Decision Number SPOC09845219

 

Owner's consent can be used to support a development
application until 27 February 2020. Should the development
application not be lodged with the assessment manager prior to
this date, you will be required to lodge a further request for
owner’s consent.

THIS DECISION IS CURRENT FOR 12
MONTHS

 

 

 

 

Although owner’s consent to the development application has been provided and no tenure under the Land Act 1994 is
required, works can only commence when the development application has been approved by the assessment manager,
and in accordance with the conditions of that approval.

The provision of owner's consent over State land means that the State has no objection to the lodgement of the application
for a development approval. It does not:

e — imply approval of the development application; or
e authorise a right to use and occupy land.

The State may act at a later date as assessment manager, concurrence/referral agency, or technical agency in the
assessment of the development application — providing owner's consent will not influence any statutory role the State may
have in this assessment.

If the development application involves a State resource in addition to State land, then the allocation or entitlement to use
the State resource is a separate process and should be obtained prior to development commencing.

You will also need to comply with all other legislative and regulatory requirements which may include approvals that are not
part of the assessment of the development application under the Planning Act 2016 e.g. a marine park permit if in a marine
park.

A copy of this notice is to be attached to your Development application Form 1 as the required evidence of owner's consent.
If you require more information please contact Anna Simonutti on the telephone number listed below.

Yours sincerely

Bis 27/2119

 

 

 

 

 

 

 

 

Signature Date
Delegate Enquiries:
Amanda Gray Anna Simonutti
Manager Environmental Support Officer
Coastal & Marine Assessment Environmental Service and Regulation

Department of Environment and Science
Industry and Development Assessment P07 3330 5737

Environmental Services and Regulation Level 8, 400 George Street, Brisbane. Q 4000
Department of Environment and Science GPO Box 2454 Brisbane Q 4001

 

Page 2 of 2 * ESR/2015/1607 « Version 5.00 « Effective: 03 JUL 2017 Department of Environment and Science

Page 3

 

NOOSA INLET

 

i 58755, | | 27939 |

PROPOSED
PONTOON

NAVIGATION CORRIDOR

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NOTES: a
Existing structures shown in approximate position
BERTHING: +QUAMBY PLACE>

 

Maximum wet vessel length - 11.0m
Maximurn wet vessel beam — 4.3m

 

THE MARINA SPECIALIST Sunshine Coast Office

TRADING AS ACN 10635119 2 INDUSTRIAL AYE E M Pp 4 R E aut » emcee
CALOUNDRA Le 2/8 Hen Mami

 
   

CLIENT: BODY CORPORATE FOR NOOSA QUAYS] THLE: SITE PLAN & WATER ALLOCATION
LOT © (4) QUAMBY PLACE

PRODUCED IN PART OR FULL OR PASSED ON 10 A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIAUST

a

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE Ri

 

   

 

 

 
 

 

 

 

   

 

 

 

THE fetty. Ao nsimn sss: || ENGINEERING coment Nadel cH 40 NOOSA HEADS - SCE: RATING Wor
'Y¥. PuONe(o7 stae saa | Aen ree ON mamenenennennn’ | [PROVEGT: PROPOSED PONTOON & CATWALK [-——1iS00 '23/o1/20i9|JsP-Si~ 32000
FAX (07) 5492 6699 : rm
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Page 4

 

OTES:
Existing structures shown in approximate position

DE iO:

 

 

 

 

 

 

 

  

 

 

 

 

 

 

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_ ee —
HAVIGATION, CORRIDOR eee
TENDER RUBBER CAST ALUWINIUM
TO ALL SIDES MOORING CLEATS
WATER ALLOCATION BOUNDARY
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CONNECTION TO EXISTING i \,
STEPS / ABUTNENT BLOCK 1570-4 .
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EXISTING STEPS/ABUTMENT woe b

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THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED JN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

 

 

 

 

  
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LIVE. LOAD: 1200 ‘949t SIDE EDGE OF STEPS——}—————1
Catwalk ~ 2.0KPo { | {
' I
BERTHING: i | I
Waxman wel vost length ~ 11.0m LOT 0 LAYOUT PLAN |
joximum wet vessel beam — 4.3m "SCALE 1:100
BUP 9869 SCALE 1:100 | i
I I
= i
THE MARINA SPECIALIST Sunshine Coast Office) (CUENT: BODY CORPORATE FOR NOOSA QUAYS} TITLE: LAYOUT PLAN
Tuan aS AON 010633119 2 FOUSTHAL ANE E M P R E Level 2/13 Nonsl Ct Marooehdore Qld LOT 0 (4) QUAMBY PLACE
‘THE etty. OLD AUSTRALIA 4551 ENGINEERING Poe 18 Mele a 4557 NOOSA HEADS SCALE: DATE DRAWING NO:
‘amr aon ste ons KER 112761510 ABH 2112761510 admincCPempireengineering.comaty PROJECT: PROPOSED PONTOON & CATWALK raat = | 25/01/2019] ssP-Ss 32001
EY _DATE AMENDMENT REG Se SPECIALIST — (07) Sis sse0 108 © 2 jie A Ag)

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80 X 100 X 10 WASHER N20 SS BOLTS SECURING

PILE BRACKET TO

SECTION A PONTOON FRAME TRACK

100 X 12 BAR BOLTED TO
PONTOON FRAME WITH
M20 SS BOLTS

      
 
  
 
  
  
 
 
       
     
  
   
   
  

80 X 100 X 10 WASHER
BEHIND CENTER NUT
M20 SS THREADED BAR

100 X 12 CLEAT- 40 X 10 REINFORCING PLATE

 

 

 

6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES

COMMERCAIL 8 ROLLER BRACKET
FIXED WITH 16 M12 SS BOLT:
SIZE TO SUIT PILE DIAMETER

6mm TREAD PLATE
BOLTED ONTO FRAME
WITH Ml@ SS BOLTS

ISP-209 FLAT BAR
SURROUND FRAME

 
 

 

SO X 6 FLAT BAR FULLY
WELDED INSIDE FRAME

NAP IN FENDER

 

PROJECTED |
CORNER

 

 

 

 

R300 ROLLED FRAME CORNERS

PLAN VIEW
SCALE 1:10

 

TAPPED & FULLY WELDED INTO

 
   
    

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SIDE VIEW

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HDPE. SLEEVE

  
 
  

 

SECTION B
SCALE 1:5

PILE WALL

NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664,
* EXTRUDED ALUMINIUM TO BE GRADE 6351-T5 OR 6063.
* PLATE ALUMINUM TO BE GRADE 5083,
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL WELDS SHALL BE 4 C.F.W, OR THE THICKNESS OF THE
THINNER MATERIAL,
* ALL BUTT WELDS TO BE FULL PENETRATION.
* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL,
* ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL
BE GRADE 316.
* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554.
* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING
OF DURALAC OR LANOCOTE APPLIED TO ALL CONTACTING
SURFACES.
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION - + 2.0 MACHINING - UP TO 10mm +0.1
> 10.70 100mm +0.2
> 100mm + 0.5
ALL ANGLES £1"
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

ULTIMATE LOAD CAPACITY = 65kN

1S DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARIY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

  
  

 

 

 

 

 

 

 

 

     
 

 

   

 

 

 

eee |
THE MARINA SPECIALIST Gard Cue BOY Ger Fat NooS| GAYS] IME PILE BRACKET CONSTRUCTION TO SUT )
rang AS ACN O0ESS119 INDUSTRIAL AE SETS fens ost ore ope Lor o( +) QuAMey PL 4008 - 4500 PILES & 8 ROLLER BRACKET
t
£ |25/10/OBPCTRA ROLLER BRACKET BOLTS ADDED] ENG oe QLD. AUSTRALIA 4851 | new 1, 5 order Close, lon 4054 ® se een Gio NOOSA HEADS SE DATE DRANG NO
5 (eee, WASHER ee CONTE BOLT AQDED ad ry PHONE (07)5492 5925 | |R2-Bo* 388, Taorong 426. Emo: [email protected] | PRONECT: STANDARD DRAWING 1:40 1:5 26/6/07_| JSP-SD-142
B |15/2/081 DECK PLATE DETAILS CHANGED JSP Fax (07) 5492 6699 OE IR-P.E.Q. DATE: [DRAWN — | CHEGKED [DIMENSIONS fiSSUE
Xyof bare AMENDMENT iSSU sPeecTALIST ba L667 ___ | 2In10-09 SYSTEM 2006 MA &. MILLIMETRES e__|A3)

 

 

 

 

 

 

Page 8

 

 

 

6 / NI6 BARS
FULL LENGTH
40mm COVER

 
   
   
 

 
 
  

AAA

R6 HELIX

315¢ HUMES_.
UPVC FORMER \

GRADE N32
MASS CONCRETE
TO BASE OF PILE \

     
  
 

\

t
AL

AA

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

3156 DECK PILE

 

6 / N20 BARS

 

 

FULL LENGTH
40mm COVER

R6 HELIX
@ 65 PITCH

315¢ HUMES

UPVC FORMER \ ||

GRADE N32
MASS CLONCRETE
TO BASE OF PILE N

REINFORCING TO EXTEND

TO WITHIN 300 PRON Ir

BOTTOM OF PILES

 

3156 PONTOON PILE

   
 
 
   
 
  

 

R& HELIX

315@ HUMES
UPVC FORMER” \ |

6 / N20 BARS
FULL LENGTH
& 3 / N20 BARS
TO @m OF TOP

yore 40mm COVER

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES \

 

 

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R6 HELIX i
@ 65 PITCH “SE

 

    

4008 HUMES
UPVC FORMER™

6 / N20 BARS
FULL LENGTH
& 3 / N20 BARS

 

   
    

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at

TO 3m OF TOP 4

40mm COVER S++

roo

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uch coe
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ron

GRADE N32 | HT

MASS CONCRETE |i+77}

TO BASE OF PLE (TT

He

a 4--.

  

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

4008 PONTOON PILE

 

 

 

 

 

 

 
   

 
   

 

 

 

 

 

A6kKNm 61kNm 83kNm 130kNm
THE MARINA SPECIALIST c CuENT: Baoy Corp fo Nope tan] ME 315 & 400 DIAMETER REINFORCED
TRAONG AS ACN 10853119 2 INDUSTRIAL AVE BP AMA sow 051 074 022 let o (4) Quawsy AL CONCRETE INSITU PILE CONSTRUCTION
oa QED. AUSTRALIA 4551 Fiponaane PAO $8 saz NOOSA HESOS SCALE: DATE: DRAWING NO:
Fe Toy fn” Eel daternconas | PROIECT 1:25 20/4/99 | JSP-SD-045
§ I Ee Desens (eae ee PEP ra Oe ta oe oe “STANDARD: DRAWING DRAWN] CREDRED (OWENSIONS IESE
DATE AMENDMENT EOD) SPECT ACTS T MA ai ILUMETERS CAS

 

 

 

 

 

 

 

 

Page 9

 

wal

8000 TO 1:

RECTANGULAR PONTOONS
soo—f

5000

= 500

 

MAX DRY STORED BOAT DISPLACEMENTS

  

 

 

 

 

 

 

 

 

 

 

 

PONTOON PONTOON WIDTH |PONTOON WIDTH
LENGTH | 3.5m — 4.5m | Sm MINIMUM

15m 35t 2.9

14m 3.25¢ 2.75t

12m 3.0t 2,5

10m 2.75t 2.3

9m 2. ae

8m 2.0t AO 1.8t
[7m 1.8t 15t

6m 1.5t 1.3

5m 1.0 0.9t
WATER LINE

 

 

 

 

 

 

U SHAPED PONTOON

{

NOTE:
BEAMS NOT REQUIRED FOR PONTOONS
LESS THAN 8000 IN LENGTH

3500.

NOT TO SCALE
SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN

TO BE INCLUDED IN ALL FLOAT
A BOAT PONTOONS

ISP-208
FOR PONTOON SIDES WHERE ANY PILE
BRACKETS, ACCESSORIES AND OR PONTOON
CONNECTIONS ARE REQUIRED

180

 

 

 

770 STANDARD OVERALL

L SHAPED PONTOON
soo-—[ p= 8000 0 18000 1 og

STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS
SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS

TYPICAL 300 X 120 TRANSVERSE END
BEA

  
  

380 — 400

& ORIENTATION

PROVIDE 500 X S00 X 206 FRP CORNER
BARS TO ALL BEAM INTERSECTIONS

100 S.S BARS @ 200 CRS EACH SIDE OF RAMP LAPPING 400mm
PAST DECK TRANSVERSE BARS & RAMP TRANSVERSE BARS,
ROUND BARS INDIVIDUALLY BENT TO SUIT LOCATION OF RAMP

 

 

 

 

450 STANDARD FREEBOARD

F.AB PONTOONS SCALE 1:50

   
 

FLOAT A BOAT RAMP OPTION

 

 

  
 
   
     
 

~~

 

RAMP DEPTH

TRADING AS
THE

ACN 010633119 a ee NE

JUNORA,
ao AUSTRALIA 4551

Slot (07)5492 5925
(07) 5492 6699

EMPIRE

ENGINEERING

   

EP

SPECGTALIS T

 

 

 

ACH 112701810 ABH 21112701010 4mln-sedtemplreenzinceringcomau

 

sunshine coast office’

‘8 dutbane Rend Mectachin, Gd
‘S417 6437 B07 5444 4216
FO Boe (02 Movlostn Gil 837

PROJECT: STANDARD DRAWING

 

2-89 FRP REBARS IN TOP
OF ALL BEAMS

60 FRP LUGS - 300 RS 0.

USP~208 PERIMETER FRAME,
TYPICAL TO ALL PONTOONS

STANDARD. FREEBOARD
| FOR FLAT DECK PONTOONS
et oN WATER LINE

25mm THICKENING ALONG ALL

SIOES WHTH 86 FRP REB
180 CRS EACH WAY

  

100 THICK CONCRETE DECK
83 FRP REBAR 200mm CRS EACH WAY
25mm COVER TO EXPOSED SURFACES

  
   
 
 
 
   

UNDER DECK MESH

41-208 FRP REBAR IN BOTTOM
OF ALL BEAMS 20 MIN, COVER,

TYP BEAM DETAIL
SCALE 1:20

80 FRP REBAR
‘200 EACH WAY

 

12

2-86 FRP REGARS
ANY JOINS:
320mm MIN

         
 
   
   
      

 

  

1-200 FRP CORNER BAR.
AT ANY BEAM INTERSECTIONS

1-206 FRE REBAR

LAP ANY JOIN
800mm NIN.

Notes:

All concrete work to comply with AS3600. All conerete to be 50 MPo,

Cover ko reinfarcomant to exposed surfaces to bo 25mm minimum.

Reinforcing to be minimum of Bmm FRP bars at 150mm centres in each

rection UN.O,

All 84 bar laps to be 520mm.

Al 208 bar lope to be 800mm,

All aluminium werk to comply with AS1664, All welds to be Smm CFW.
AI butt welds to be full penetration. Aluminium to be grade 635{-T5.
Surface of aluminium in contact with concrete to be coated with zinc
cromate primer or equivalent.

Fobrication tolerance + Smm,

All bolts and fittings to ba 304 or 316 stoinless steel,

PART QR FULL_OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIAUST

Flotation to comprise of grada SL expanded polystyrene foam with
‘opproved protective coating. Tha approved protective coating for the
pontoon will form an impervious barrier to water & marine organisms; and
is suitable for the marine environment,

Pontoons with Floct-A~Boat ramps to hove dry stored boat fully winched
‘onto pontoon with tm clear ot reor.

This pontoon facility has been designed to comply with all relevont
Austratin Standards, The pontoon will be stable at all times. The pontoon
hos been designed so that when the specified stability live load is
distributed over half the width of the pontoon and over the walkway; there’
is not less thon 75mm of reserve freaboard; the boltom comer of the
pontoon ag not emerge from the water, ond the angle of tit will nat
oxcead 15°.

MAXIMUM DESIGN LIVE DECK LOADING: 3.0 KPa. (Structural & floatation)
1.5 kPa (Stability unrestricted access)
2.0 kPa (Stobilty restricted access)

PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
MAXIMUM WAVE HEIGHT: 300mm.

BOAT WAKE: 500mm.

MAXIMUM WIND VELOCITY: 41. m/s.

THIS DRAWING IS SUBJECT TO copRGHT AND CANNOT BE REPRODUCED IN

DRAWING NO:
JSP—SD=212

 

 

 

 

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