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Development Application - Part 2 of 2 - Planning report, Plans & Referral Agency Response · OPW11/0144
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Page 2
Queensland
Government
Author: Charnutine Duke
File / Ref number: 201 1 /00081 8
Directorate r Unit: State Land Asset Management Department of
Phone: (07)54512243 Environment and Resource
Management
22 March 2011
Attn: Tricia Hooper
Jetty Specialist 2 L (''
2 Industrial Avenue
CALOITNDRA QLD 4551
Dear Mrs Hooper
RE: APPLICATION FOR RESOURCE ENTITLEMENT FOR YOUR CLIENT'S
DEEDI - LOT 157 ON SP143417, RUSSELL STREET, NOOSAVILLE
Reference is made to your request on behalf of DEEDI for evidence of resource entitlement
required to accompany their development application for proposed new pontoon system
including existing access gangway and restraint piles.
I wish to advise that the proposed development is consistent with an allocation of, or an
entitlement to, the resource. A copy of this letter is to be attached to your IDAS Form 1 as
the required evidence for Table G.
Although evidence of resource entitlement to your development application has been
provided, you are always required to comply with the purpose, terms and conditions of your
"tenure" over Lot 157 on SP143417 and undertake works only if and when the development
application has been approved by the assessment manager, and in accordance with the
conditions of that approval.
You will also need to comply with all other legislative and regulatory requirements which
may also include approvals that are not part of the assessment of the development
application under the Sustainable Planning Act 2009 (SPA) e.g. a marine park permit if in a
marine park.
Further, please note that the above evidence will expiry on 17 September 2011. Should the
development application not be lodged with the assessment manager prior to this date, you
will be required again to lodge the IDAS Form I and any attachments with this Department
with a further request for evidence of resource entitlement - any further request will need to
be reconsidered by the Department.
Office : Postal : Telephone : (07)54512215
DFRM Nambour DERM Nambour Fax: 54512262
Floor I. Centenary Square P0 Box 573
Currie Strait Nambour
Nambour QLD 4560 4560 QI D
Page 3
I would also like to advise that any land use activities must comply with the Aboriginal
('uliural Heritage Ac! 2003 or the Torres Strait Islander Heritage Act 2003
Finally, providing evidence of resource entitlement is required under SPA to enable your
application to be considered properly made for lodging with the assessment manager and is a
completely separate process to assessment of the application under SPA.
Accordingly, the Department may act at a later date as assessment manager,
concurrence/referral agency, or advice agency in the assessment of the development
application - providing evidence of resource entitlement will not influence any statutory role
the Department may have in this assessment.
If you wish to discuss this matter please contact Charmaine Duke on (07)54512243.
All future correspondence relative to this matter is to be referred to the contact Officer at the
address above or by email to SLAM-Nambour@,derm.qld.gov.au. Any hard copy
correspondence received will be electronically scanned and filed. For this reason, it is
recommended that any attached plans, sketches or maps be no larger than A3-sized.
Please quote reference number 201 1/0008 18 in any future correspondence.
Yours sincerely
Renee Grant
Senior Land Officer
A duly authorised delegate of the Chief Executive
under the current Land Act (Chief Executive) Delegation
Page 4
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Page 5
WARNING : Folded or Mutilated Plans will not be accepted.
Plans may be rolled.
Information may not be placed In the outer margins.
705761583 Registered s Lodged by
NO FEE
02/07/2002 12:27 JOHN JOSEPH
^FiCER
SENIOR 1^1 C#^0
NR 493 n•' -pf$fcRFG Mr^.'^5Ea1RCE3
Certificate of Registered Owners or Lessees. Existing
[/We Lot
1490077781 31 MCH4183 131
49011279 157 MCH4183 157 & 131
(Names in Rill)
was Registered Owner, of this land agree to this plan and dedicate the Public Use
Land as shown hereon in accordance with Section 50 of the Land Title Act 1990.
•as Lessees of this land agree to this plan.
ENCUMBRANCE LEASE
Signature of •Registered Owners •Lessees
Dealing No Lots fully encumbered
6021824123 131
Plan Apptwsd...H-...-."-...
DELEGATE OF THE MINISTER
FOR NATURAL RESOURCES
ANO THE MINISTEq q.-f' MINES
....... ,.Z./ 7R/ .... DATE
Local Government Approval.
At Council of the Shire of Noosa
hereby approves this plan in accordance with the :
= Integrated Planning Act 1997
POR 131 157 is Building Format Plans only.
POR 157 131 & 157 I certify that : /
• As (ar as it is practical to determine, no pan
of the building shown on this plan soetosehsA
Or;g
onto adjoining lots or road;
• Part of the building shown on this plan
7 Portion Allocation : encroaches onto adjoining • lots and road
s Map Reference :
Licensed SurveyoNDirector • Date
9445-33143
• - words not rsqund
o Locality : 1s Lodgement Fees :
Noosaville
Survey Deposit S
Lodgement $
4.« G LG^ s V fEr1ITIVE OFFICER to Local Government :
New Titles S
NOOSA S.C.
Photocopy S
s Inert Mn.,. of IM Lo Cal GomeonnN ^ % Plats*n AN 1097 or
n
p m ea n s as i p+aeon of sg s to y o
r s lega so n - -. Goienvnent (PlvnvO a EMo
ivrwrp Ad 1590 t+ Passed & Endorsed : Postage S
3 Plans with Community Management Statement: • References : My: N.L Wot terson TOTAL S
Dept File Date 6/t2/o
CMS Number
Local Govt Signed 14 Insert
Name
Surveyor 01/1089 Designation : Licensed Surveyor
Plan
Number
SP143417
Page 6
CURRENT RESERVE SEARCH
ENVIRONMENT AND RESOURCE MANAGEMENT, QUEENSLAND
Request No: 10543139
Search Date: 26/11/2010 14:56 Title Reference: 49011279
Date GAZETTED: 13/07/1974
PAGE: 1529
Opening Ref: RES 9705
Purpose: DEPARTMENTAL AND OFFICIAL
Sub-Purpose:
Local Name:
Address: NOOSAVILLE
County (R) No: R1232 MARCH
File Ref: RES 15396
TRUSTEES
DIRECTOR OF HARBOURS AND MARINE GAZETTED ON 13/07/1974
PAGE 1529
LAND DESCRIPTION
LOT 157 SURVEY PLAN 143417 Gazetted on 12/07/2002 Page 981
County of MARCH Parish of WEYBA
Local Government: SUNSHINE COAST
Area: 0.083200 Ha. (SURVEYED)
EASEMENTS AND ENCUMBRANCES
ADMINISTRATIVE ADVICES - NIL
UNREGISTERED DEALINGS - NIL
CERTIFICATE OF TITLE ISSUED - No
•• End of Current Reserve Search "
COPYRIGHT THE STATE OF QUEENSLAND (ENVIRONMENT AND RESOURCE MANAGEMENT) (2010)
Requested By: D APPLICATIONS ABR
Page 1/1
Page 7
' ii R Report Page 1 ut' 2
Government Land Register Queensland
Cicr:erntnent
Property Report
NUUSAUI11: f .i• r:;rr:,f;i1G)
GLR NUMBER: 6710
PROPERTY NOOSA OFFICE
NAME:
PROPERTY RUSSELL ST.
ADDRESS:
MUNNA PT,
NOOSAVILLE 4566
OWNER/LESSEE/BENEFITING PARTY
OWNER ORG: 1009 DEPARTMENT OF EMPLOYMENT ECONOMIC DEVELOPMENT & INNOVATION (DPI&F)
OWNER PARTY: 18 PRIMARY INDUSTRIES AND FISHERIES
CONTACT: Strategic Asset Management Unit
PHONE: 07 3239 0726
MULTIPLE NO
OWNERS
REAL PROPERTY
LOT PLAN AREA TENURE TITLE REF LAT LONG OWNER CONTAMINATED
157 SP143417 832 00 m2 RESERVE 49011279 026 23 39S 153 04 22E DIRECTOR OF
HARBOURS AND
MARINE TTC
RESERVE DEPARTMENTAL AND OFFICIAL 1310711974
PURPOSE:
TOTAL AREA: 832 00 m2 Note Total area includes asset type O. excluding volumetric lots
LOCATION
LOCAL SUNSHINE COAST REGIONAL
GOVERNMENT:
LOCALITY: NOOSAVILLE
REGION:
DISTRICT:
DIVISION:
FILE 122151
REFERENCE:
AGENCY
SPECIFIC:
ACQUISITION DETAILS
ACQUISITION PURCHASE REO APPROVAL ACQUISITION FILE LOT PLAN
COST DISTURBANCE
DATE PRICE APPROVAL DATE REF
PROPERTY STATUS
PEFORMANCE: PERFORMING
LAND USE: Unknown Land Use
FUNCTION: CORE SERVICE DELIVERY
LAND VALUATION DETAILS NOT AVAILABLE
IMPROVEMENTS
IMPROVEMENT STRUCTURE PRESENT GROSS FLOOR VALUATION VALUATION VALUATION TYPE
ID TYPE COND AREA M2 AMT DATE
BUILDINGS 0 Not Available 0 1 107/1 997 HIGHEST & BEST USE COST LESS
DEPRECI
LAND 0 Not Available 0110711997 HIGHEST & BEST USE COST LESS
IMPROVEMENTS DEPRECI
TOTAL VALUE OF IMPROVEMENTS ON PROPERTY: Not Available
EASEMENTS
LEASES
FEATURES
FLAIURL M. FASIIFF MFNTS
N,ne Rp. +:
COMMENTS
httll s :' e^tranet?.nlnl.Llll1.120^ .au uIr controller- RCnurtFPr)DVICw 24'() 1 201 1
Page 8
r]LR Report Page I of' 2
Government Land Register ^ueensland
overrnTlenl
Property Report
NUAitii• CA FI^L 1 . ; erta 67
GLR NUMBER: 6710
PROPERTY NOOSA OFFICE
NAME:
PROPERTY RUSSELL ST,
ADDRESS:
MUNNA PT
NOOSAVIL I F 4566
OWNER/LESSEE/BENEFITING PARTY
OWNER ORG: 1009. DEPARTMENT OF EMPLOYMENT. ECONOMIC DEVELOPMENT & INNOVATION (DPI&F)
OWNER PARTY: 18 PRIMARY INDUSTRIES AND FISHERIES
CONTACT: Strategic Asset Management Unit
PHONE: 07 3239 0726
MULTIPLE NO
OWNERS:
REAL PROPERTY
LOT PLAN AREA TENURE TITLE REF LAT LONG OWNER CONTAMINATED
157 SP143417 832.00 m2 RESERVE 49011279 026 23 39S 153 04 22E DIRECTOR OF
HARBOURS AND
MARINE TTC
RESERVE DEPARTMENTAL AND OFFICIAL 13107/1974
RESERVE GAZETTED:
PURPOSE:
TOTAL AREA: 832 00 m2 Note. Total area includes asset type O. excluding volumetric lots
LOCATION
LOCAL SUNSHINE COAST REGIONAL
GOVERNMENT:
LOCALITY: NOOSAVILLE
REGION:
DISTRICT:
DIVISION:
FILE 122151
REFERENCE:
AGENCY
SPECIFIC:
ACQUISITION DETAILS
ACQUISITION PURCHASE REG APPROVAL ACQUISITION FILE LOT PLAN
COST DISTURBANCE
DATE PRICE APPROVAL DATE REF
PROPERTY STATUS
PEFORMANCE: PERFORMING
LAND USE: Unknown Lard Use
FUNCTION: CORE SERVICE DELIVERY
LAND VALUATION DETAILS NOT AVAILABLE
IMPROVEMENTS
IMPROVEMENT STRUCTURE PRESENT GROSS FLOOR VALUATION VALUATION VALUATION TYPE
ID TYPE COND AREA M2 AMT DATE
BUILDINGS 0 Not Available 01/07/1997 HIGHEST & BEST USE COST LESS
DEPRECI
LAND 0 Not Available 01/07/1997 HIGHEST & BEST USE COST LESS
IMPROVEMENTS DEPRECI
TOTAL VALUE OF IMPROVEMENTS ON PROPERTY: Not Available
EASEMENTS
LEASES
FEATURES
FEATURE MEt.SUFFME NT5
COMMENTS
lilt ps:`IcxIranet2.nniI.Li Id.tov.au,uIr:control Ier,'ReI'R rtl=PrupVicw 24/01 '201 1
Page 9
(47J^ Cardno
Ullman& Nolan
Shaping the Future
Our Ref B7900-05-008(233)
Cardno (Old) Pty Ltd
Contact Paul Calver Trading as Cardno Ullman & Nolan
ABN 57 051 074 992
7 February 2011 Level 11
515 St Paul's Terrace
Fortitude Valley OLD 4006
The Manager Australia
The Jetty Specialist Pty Ltd
Locked Bag 4006
2 Industrial Ave
Fortitude Valley OLD 4006
CALOUNDRA QLD 4551
Australia
Dear Sir Phone: 61 7 3100 2199
BY: ----------- Fax 61 7 3369 9722
Structural Design Advice www.cardno.com.au
Project: Proposed Pontoon Replacement
Owner: Director of Harbours & Marine
Address: Lot 157 (2) Russell Street, Noosaville
We, Cardno Ullman & Nolan Pty Ltd, advise that the proposal to construct the
works described above has been checked by us. When the works are constructed
in accordance with the approved drawings and in the location shown, the proposed
works are structurally adequate for the anticipated usage in this location and
should comply with the minimum acceptable standards detailed in the EPA
operational policy for Building and Engineering Standards for Tidal Works, based
on the design criteria, and assumptions listed below.
Basis of Design Advice
• The works do not impose loads that would significantly affect existing
structures
• The works do not adversely affect the stability of the bed and banks in
the near vicinity of the structure
• Structural design criteria:
Floating Pontoons Deck Load 3 kPa or 4.5 kN
Maximum Wave Height 400mm wind wave
300mm boat wake
Wind Classification N3
Max. Current 1.4 m/s
Impact Loads Minor loads without some damage to structure
Relevant Codes AS1170, AS 3962 and AS 3600, except where
varied by the EPA Guidelines
EEFER,LD ou..n.
Australia a Belgium • Indonesia • Kenya • New Zealand • Papua New Guinea UMU(.EVEM 5+!'E$
United Kingdom • United Arab Emirates . United States • Operations in 60 countries
I b7900.05\sub008\233-director of harbours & marine\word^design adwce doc
Page 10
2 Cardnn
7 February 2011 Ullman& Nolan
This design advice does not cover the construction or installation of the works on site. The Builder shall
confirm the adequacy of the site conditions during installation and shall advise the Engineer in writing if
variation from details shown on the drawings occur. No detailed site investigation or studies have been
carried out by us or provided to us. The design review has been carried out on the basis of limited
enquiry only. Pile depths shown are applicable to founding in stiff clay or dense sand. There is some
additional risk of failure should the above design criteria be exceeded, or actual site conditions be
inferior to those assumed. If ground conditions other than those described above are encountered
during construction or seabed levels encountered are deeper than those shown on the drawings,
further advice should be sought.
This design advice relies on standard designs prepared by other consultants, but does not warrant
them.
The structure is to be built in accordance with the following referenced documentation, using good
building practice.
Referenced documentation
• Drawing No. JSP-SJ-23890 A
• Drawing No. JSP-SJ-23891 A
Competent Person Details
Name: Paul Calver BE RPEQ 1667
Name of firm for and on behalf person is signing:
Cardno Ullman & Nolan
Level 11 Green Square Nth Tower
515 St Paul's Terrace
Fortitude Valley Qld 4006
Postal address:
Locked Bag 4006 Fortitude Valley
QLD 4006 Australia
Phone: (07) 3100 2199 Fax: (07) 3369 9722
Reference: B790005-008 (233)
Signature of competent person:
for Cardno Ullman & Nolan
233-direr or of harbours & manne%word%design adhce doc
Page 11
Queensland
Government
Department of
14 February 2011
Transport and Main Roads
The Jetty Specialist • I
Fr-^ 1 L,
2 Industrial Avenue '
Caloundra QId 4551
BY:..------
Dear Sir
Operational Work, Prescribed Tidal Works - Request for comments
Pontoon - Director of Harbours & Marine DEEDI Pontoon adjoining Lot 157 on SP143417, 2
Russell Street, Noosaville.
Thank you for your letter of 28 January 2011 about your proposal to construct a pontoon at the
location mentioned above.
As a concurrence agency, Maritime Safety Queensland has no objection to the proposal provided the
following navigation and marine safety conditions are complied with.
1. The contractor must build the pontoon according to The Jetty Specialist, drawing no: JSP-SJ-
23890, Issue A and JSP-SJ-23891 Issue A, attached to your letter dated 28 January 2011.
2. No part of the structure or any ship berthed at this structure is to come closer than I.5metres from
the side boundaries of the allocated water space as shown on the submitted water allocation plan.
3. The pontoon and all freestanding piles must be lit and clearly visible to approaching vessels. The
contractor must position all lighting so it does not cause a risk to the safe navigation of other
vessels.
4. The applicant or his agent is responsible for the removal of any existing structure above or below
the waterline, and must contain and remove any debris. Any pile that needs to be removed must
be totally extracted.
5. The ship moored at this pontoon must follow the most direct course from this structure to open
waters and a similar direct course when returning to this pontoon.
Department of Transport and Main Roads Our ref 215/00003(2) P2304-MOM P2472-MOM F21
Maritime Safety Queensland Your ref
Marine Operations (Brisbane) Enquiries James O'Connor
MacArthur Avenue East Telephone +61 7 3860 3504
Pinkenba Queensland 4008 Facsimile +61 7 3860 3571
Website www.msq gld.gov.au
Email [email protected]
Page 12
6. The owner is to ensure that the ship berthed at this structure must maintain sufficient under keel
clearance at all stages of tide. The ship must comply with any local restrictions placed on channel
depths and draft restrictions.
7. Any ships and equipment you or your agent use must comply with the Transport Operations
(Marine Safety) Act 1994, the Transport Operations (Marine Safety) Regulation 2004 and the
Transport Operations (Marine Pollution) Act 1995.
8. Any ships using this structure must comply with the Transport Operations (Marine Safety) Act
1994 and the Transport Operations (Marine Safety) Regulation 2004.
9. Any ship moored at this pontoon must not impede the safe navigation of other ships or restrict
safe access to or from neighbouring structures.
10. Any ship, dry berth or device (including Air Lifting Pontoons) berthed, moored or attached to the
pontoon must not exceed the following sizes:
Wet Berth Dry Berth
Length Overall - 8 metres N/A
Beam - 3.5 metres
11. The contractor must construct the pontoon within two years from the date of approval. If
construction is not completed, you will need additional or amended comments from the Regional
Harbour Master.
Maritime Safety Queensland does not need to be further consulted if all of the above conditions are
met.
The above conditions must be included in your application to the assessment manager.
This agency will also forward a copy of this letter to the Assessment Manager.
Yours sincerely
Captain Richard C Johnson
Regional Harbour Master (Brisbane)
Page 2 of 2
Page 13
10mm H.D.P.E CAPPNG PLATE
FULLY WELDED TO SLEEVE
PICTORIAL VIEW
-12mm - 15mm H.D.P.E SLEEVE
EXTENDS TO 1.5m
SECTION VIEW
BELOW SEA BED
-STEEL PILE EXTENDS
TO REQUIRED EMBEDMENT
THE MARINA SPECIALIST CwlT:(-)//^c 1Z'/ Cf rfC^ 3 'j TTTLE STEEL PILE & H.D.P.E SLEEVE DETAIL
TRADPIG AS ACN 010633119 2 INDUSTRIAL AVE Cordno ACN 051 074 992 ^ N7Ct
TH[ CGILOUNORA Carnrn rcAm Pi. m
Ph (C7) 3369 9822 /yVti'^GII LLVV
OLD. AUSTRALIA 4551 11,11 1, S Cmdnw 00w, Wlm 4064 Fm (07', 3369 9722 SCALE_ DATE: IORAWRIG NO:
P.O. Box 365, T0Orronl 4066. PRO. CT: STANDARD DRAWING 1:10 ^'(1io6 JSP-SC-045
X44 PHONE (07)5492 5925
FAX (07) 5492 6699
Ernodcardno0cordno.com.cu
PRAWN OM IM MOMS
UcA A4
M.A MILLIMETRES
Page 14
BERTHING:
Maximum wet vessel length - 8.Ori
_ 49'0' Maximum wet vessel bear) - 3.5n
_. -3038
I - -
0 O LOT 157
M N SP 143417
CAST ALUMINIUM FENDER RUBBER
MOORING CLEATS ET0 ALL SIDES
I-
7038
uf 229'42'4
12728 12650
5000
J I 22866 r
J
w 4350 229
Co
cr) 319'0'
SITE PLAN &
0406 456kNm STEEL PILES
WATER ALLOCATION WITH H.D.P.E, SLEEVES
SCALE 1:500
O
0
L
O
0
EXISTING GANGWAY EXISTING STONE WALL
TO BE REUSED
LAYOUT PLAN
SCALE 1:100
EXISTING DECK OVERHANG EXISTING BOAT RAMP
EXISTING WALL - P.B
2900 1515 0
Note:
Existing structures shown
in approximate position only.
THE MARINA SPECIALIST CLIENT- DIRECTOR OF HARBOURS & MARINE TITLE, SITE PLA N, LAYOUT
TRAONG AS ACN 010633119 2 INDUSTRIAL AVE (.1')Cordno ACN: 051 074 992
LOT 157 (2) RUSSELL ST & WATER ALLOCAIION
r.d ,, , , ev .a a I "
THE CALOUNDRA
OLD. AUSTRALIA 4551 Lnd I, 5 Garden 00$.. IOIM 4064
rn 1V') JJay you
NOOSAVILLE SCME: RAWING N0
Fox (07) 3369 9722
^^[^ PHONE (07)5492 5925
P.O. Box 388, Toorong 4066. Email: cor droocordno.com.ou PROM: 1:100 1:500 10/12/10 JSP-SJ-23890
1 YL FAX (07) 5492 6699 CKED: R.PLQ. DATE PROPOSED PONTOON REPLACEMENT DRAWN CH ONDSM
DATE AMENDMENT S P E C I A L I S T /C 6 d2.11 MA MIWMETRES A A3
Page 15
Z-^ TOP OF PILE R.L 3,Om
EXISTING
CONCRETE DECK
0
HAT R.L. 0.58m
MHWS R.L. 0.34m
AHD R.L. O.Om
MLWS R.L. -0.28m
LAT R.L. -0.42m 0
PONTOON SHOWN AT L.A.T
0
C
z
1 THE MARINA SPECIALIST CENT: DIRECTOR OF HARBOURS & MARINE TTTLE: ELEVATION F
TRADING AS ACN 010633119 2 INDUSTRIAL AVE
(J
, J C ar d n o ACN: 051 074 992
LOT 157 (2) RUSSELL ST
CALOUNDRA CWm 1-1 Pry ltd
Ph (07) 3369 9871 NOOSAVILLE
OLD. AUSTRALIA 4551 Lcrtl 1, 5 Gardner Close. N Km 4064 Fox (07) 3369 9722 SCALE TE: DRAWING NO:
PHONE (07)5492 5925
P.O. Box 388, Toowong 4066. Emod: cordno0cordno.com.o PROJECT: 1:50 10/12 JSP-SJ-23891
L 1 FAX (07) 5492 6699 CHECKED: RP EQ, QA PROPOSED PONTOON REPLACEMENT DRAWN CHECKED auo^aa
AMENDMENT Kv
5 P E C l A L 1 3 T I MA MILLIMETRES I A A3
Page 16
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SECTION A SIDE VIEW
0
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H.D.P.E. SLEEVE-N
100 X 12 BAR BOLTED TO
PONTOON FRAME WITH 3-1 80 X 100 X 10 WASHER
M20 S.S BOLTS I FBEHIND CENTER NUT a
a
M2O 5.5 THREADED BAR
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COMMERCAIL 8 ROLLER BRACKET NOTES:
0
FIXED WITH 16 M12 S.S BOLTS * ALL ALUMINIUM WORK TO COMPLY WITH AS1664. w
SIZE TO SUIT PILE DIAMETER * EXTRUDED ALUMINIUM TO BE GRADE 6351-T5 OR M.
PLATE ALUMINIUM TO BE GRADE 5083. 0
' ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665 a
* ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE it
THINNER MATERIAL. m
* ALL BUTT WELDS TO BE FULL PENETRATION.
* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL. 0
50 X 6 FLAT BAR FULLY * ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL
WELDED INSIDE FRAME BE GRADE 316. U
* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554. zz
* BOLT INSULATION SHALL BE ACHIEVED WITH A UBERAL COATING
OF DURALAC OR LANOCOTE APPLIED TO ALL CONTACTING
SURFACES.
DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION - t 2.0 MACHINING - UP TO IOmm t0.1 °
> 10 TO 100mm ±0.2 0
>IOOmm t 0.5
ANGLES t 1'
ALL AN w
e REMOVE ALL SHARP CORNERS, BURRS & WELD S PATTER. m
u')
ULTIMATE LOAD CAPACITY = 65kN
C,
z
0
0
THE MARINA SPECIALIST ( CLIENT: Pi -e,- m, ,- cf TITLE: PILE BRACKET CONSTRUCTION TO SUIT
TRAD94G AS ACN 010633119 2 INDUSTRIAL AVE
Carona ACN: 051 074 992
)( 4000 - 4500 PILES & 8 ROLLER BRACKET
CALOUNDRA Cerdno (Orel) Pty Ud /L2 t 167(- ssrCL
THE
E 2/3q
10 EXTRA ROLLER BRACKET BOLTS ADDED ENG OLD. AUSTRALIA 4551 Level 1, 5 Gadner Close. Million 4064
Ph (07) 3369 9822 fvo; 6a c`tIt& SCALE: TE DRAWING NO:
Fox (07) 3369 9722
D 56 WASHER TO CENTER BOLT ADDED JSP
PHONE (07)5492 5925
P. O . Box 388 . Toorrong 4066. Ema : cofdnoOcordrq.com.ou PROJECT: STANDARD DRAWING 1:10 1:5 26/6/07 JSP-SD-142
C 14 / PLATE SIZES. ALTERED ENG R.P.E.O.
B 152 DECK PLATF DETAILS CHANGED JSP FAX (07) 5492 6699 DATE: DRAWN CHVED tMME1bI0N5
ISSU /667 SYSTEM 2006 MA MILLIMETRES E
DATE AMENDMENT -r-
Page 17
100 THICK CONCRETE DECK
RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON r 1 LAYER G445A MESH 40mm
2-N12 BARS IN TOP
6000 TO :5000 OF ALL BEAMS COVER TO EXPOSED SURFACES
I--500 8000 TO 1500 000 TO 1500D
500-4 --500 50 UNDER DECK MESH
ah pX
T-
pX
ocl^ tna In a II 1^'A II o X LEFT H,A
N U re f
ML ssT.=- - - _ __+a
U U
T
--8000 TC 1000C
500-{ 00
Fr== -- fi NOTE,
II 1^0 ^ ^Q^^'V a BEAMS NO' REQUIRED FOR PONTOONS JSP-208 PERIMETER FRAME
LESS THAN 8000 IN LENGTH C. RIGHT HAND II
LL i^_ sr JL = _ _ =JJ NM N TYPICAL TO ALL PONTOONS
500--
i 13100 TO 15000
EQUAL
SPACING F--500
STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS
NOT TO SCALE
SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION
380 STANDAR FREEBOARD
FOR FLAT DECK PONTOONS
WATER UNE
SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PON100N CONNECTION DETNI S
1
O
aU 25mm THICKENING ALONG ALL
Ir i^
+ Nr T^pL^V^^L SIDES WITH 200 VIDE SL8
NU
IL 4- ._-==: a7 MESH STRIP UNDER ANCHOR WEP
m
670 STANDARD OVERALL
FOR FLAT DECK PONTOONS
NOTES:
TYPICAL 3D X 120 TRANSVERSE END All concrete work to comply with AS3600. All concrete to be 50 MPa.
MAX DRY STORED BOAT DISPLACEMENTS BEAM TO B INCLUDED IN ALL FLOAT Cover to reinforcement to exposed surfaces to be 40mm minimum.
A BOAT PONTOONS Reinforcing to be minimum of 5mm bars at 100mm centres in each
PONTOON PONTOON WIDTH PONTOON WIDTH JSP-208 150 direction U.N.O.
LENGTH 3.5m - 4.5m 3m MINIMUM FOR PONTOON SIDES WHERE ANY PILE
BRACKETS. ACCESSORIES AND OR PONTOON All aluminium work to comply with AS1664. NI welds to be 5mm CFW.
15m 3.5t t CONNECTIONS ARE REQUIRED FLOAT A BOAT RAM= 1ORMiL INTO PONTOON DECK All butt welds to be full penetration. Aluminium to be grade 6351-T5.
14m t t Surface of aluminium in contact with concrete to be coated with zinc
Ir cromate primer or equivalent.
12m :A de 2.5t Fabrication tolerance t 5mm.
10m 2.75t 2.3t Al bolts and fittings to be 304 or 316 stainless steel.
9m 2.4t 2.11 Flotation to comprise of grade SL expanded polystyrene foam with
8m 2.Ot 1.8t approved protective coating. The approved protective coating for the
PLAN VIEW pontoon will form an impervious barrier to water & marine organisms;
7m 1.8t 1.5t and is suitable for the marine environment
6m 1.5t 1.3t
JSP-207 15 Pontoons with Float-A-Boat ramps to have dry stored boat fully winched
5m 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY onto pontoon with 1m clear at rear.
REQUIRING FENDERING TO BE ATTACHED
This pontoon facility has been designed to comply with ON relevant
------------------------- ------ Australian Standards. The pontoon will be stable at all times. The
pontoon has been desigred so that when the specified live load is
e080 740 STANDARD OVERALL FLOAT A BOAT RAMP OPTION distributed over half the width of the pontoon and over the walkway;
r r--450 STANDARD FREEBOARD SCALE 1:50 there is not less than 75mm of reserve freeboard; the bottom comer of
15 1780, F--15C ING CLEATS the pontoon does not emerge from the water, and the angle of tilt will
50 not exceed 15',
MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo.
WATER LINE - - - - - - - - - - - - - - - - - --
PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
FOAM DL TATION UNIT 150 FOAM FLOTATION UNIT
MAXIMUM WAVE HEIGHT: 300mm.
RAMP DEPTH BOAT WAKE: 500mm.
RAMP END VIEW FRONT ELEVATION MAXIMUM. WIND VELOCITY: 41 m/s.
THE MARINA SPECIALIST CUENT:JvecR,v C, Hclv'( v(6 $ TIE: PONTOON CONSTRUCTION DETAILS
TRACNC AS ACN 010633119 2 INDCSTRIAL AVE (fjo ACN: 051 074 992 Nl 1va
r
TME '
,,,&LJNDRA Critic IO4Jt Pty Ile lLt 75 j ^^ kUb$CC^
Ph (07) 3369 9822
OLD AUSTRALIA 4551 U.N I, 5 Gcrdew Qae. IGtoo 4064 fm (07) 3369 9722 r NO:
^' 'j ^[7 PHONE (07)5492 5925
P.O. ew 3M. To"" 4066. Emil: cordno0cardno.corn.au PROJECT: STANDARD DRAWING SAS SHOWN 31/8/05 JSP-SD-'00
7/6/06 r,ACN N16 6EAM W REPIA D 11TH 2-N12 JSP 1 1 I i^ FAX (07) 5492 6699 DATE; DRAWN cH6a(ED DWENSIOMS
DATE AMENDMENT wU is P[ C I A 4 I S T 167 /2-/0.06 M.A MILLIMETERS I B
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