Council archive · source document
OPW12/0139 Supporting documentaion for development application
’. .
F
@liiiiii iii
80528964
tourism excellence
Sunshine Coast Regional Council 02/08/12
locked Bag 72, Sunshine Coast Mail Centre.
OLD. 4560.
ATT: Mark Lewis ~
RE: Application ~QPN12lQ.U&
Dear Mark,
I refer to the application number above and the documents enclosed herein to provide the
appropriate documentation you require to provide me with the Development Approval we seek
to complete the works described in the IDAS application provided previously.
Please find enclosed the following documents to support the application as requested and
discussed on the telephone with you:
. A cheque to the Sunshine Coast Regional Council for $568 to complete the appropriate
payment of fees for this application in addition to the $1,000 sent previously.
. A copy of a letter from the contractor who carried out the works to the existing piles and
timber jetty.
. 3 x structural and detailed drawings signed off by Structural Engineer John Norden (CP
Eng) in relation to the construction of the timber jetty and the specifications relating to
the piles -
that were installed by the contractor.
.
Engineering Certification from a Structural Engineer - and 2 supporting drawings of the
"proposed" pontoon installation, in accordance with plans submitted to you previously.
#.
It is understood, that when works are completed, we will be required to provide a final sign off by
these parties to satisfy the requirements of the DA.
6i~~(Q....R: .../0""""
OPhll
r2/olJ9
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Page 2
. .
I trust this information meets your requirements and I look forward to receipt of an approved
Development Application in due course, to enable the pontoon works to be finalised and
completed.
Thank you once again for your patience with this matter and your assistance,
Ph :0412342895
Ph: +61 754490393 Fax: +61 754499406
[email protected] v http://www.thediscoverygroup.com.au
Page 3
Sunshine Coast Regional Council ABN 37876973913
Sunshine Coast Locked Bag 72 Sunshine Coast Mail Centre Qld 4560
T 07 5475 7272 F 0754757277 [email protected] ncil www.sunshinecoast.qld.gov.au
Officer: Mark Lewis
Direct Telephone: (07)54759970
Fax: (07)54471062
Response Address: PO Box 76, NAMBOUR 4560
Our Reference: ML011 :MWL:OPW1210139
Your Reference: 183 Gymple Ter
2 July 2012
Noosa Group pty Ltd
PO Box 1804
NOOSAVILLE DC OLD 4566
Dear Sir/Madam
APPLICATION FOR OPERATIONAL WORKS (PRESCRIBED TIDAL WORKS PONTOON) - -
APPLICATION NO. OPW1210139 -186 GYM PIE TERRACE, NOOSAVILLE LOT 162 CP907407 -
C~::
I am writing in response to your email of the 29 June 2012 requesting an extension to the time frame
for the applicant to provide the necessary information in order for the application to be considered
Properly Made. Council agree to the proposed extension until 7 August 2012.
it is noted that ’your email of the 29 June 2012 refers to the "items you require to approve the
application,"The outstanding items nominated in Council’s letter of the 19 June 2012 are those
required for the application to be considered "Properly Made". The assessment of the application in
accordance with the IDAS process will commence upon receipt of the outstanding items.
Should you require any further information, Council’s Regional Strategy and Planning Departm nt
.
may be contacted on the above telephone number.
Yours faithfully
(- RKLEWIS
SENIOR ENGINEERING OFFICER
GalOUlldr offic~ 1 Omr.>.h Aver.uE’ Calound:’a Ol::! ~ 5:’i i M:l CochydNe office ’,1.,:; Clc;?:3F". Sl:eet 1’/l<or-:.nchydore 01.:; J 5:;&
.
1~l!;:.i:>(JUf c-ffice Gnr Cur"le and U(~,. Sir~EliS f,!<lmbour QJr! .:l5Gl’ Tewantin ofii,~f.o 9 ~",I".~a:l Slr(~el ’Tr:,vJ2<ntl~ QI:1 4565
PD-OA-FM100/2-06/09/2007 Page 1 of 1
Page 4
Febr-ulr-kj 2..00f?
The Tr-ustees
Tltle MCDOIi\..~LL GltlLLdr-eli\.. ~aLli\..teli\..l li\..ce Tr-ust
POlSOX.2~T
NooslvL.LLe. GZL- 45GG
DeelY’ KeLtltl
R.6: C1I VlA..eftslttL~ GOVlA..VlA..et’CLaljettkj Lot G2 GP 20340G MILli\..teli\..ali\..ce Wor-~
f?b
C1kjVlA..-p Tce NoosavL.LLe.
We COli\..ftr-VIA.. hlVLI!I..0 cOVlA..-pLeteol tltle foLLoWLI!I..0 ~ILli\..teli\..ali\..ce wor-~ It the ibove cOVlA..VlA..et’CLi L
jettkj LIi\.. accor-dali\..Ce WLtltl kjOL.(Y LIi\..Str-UCtLOli\..s.
.
ReVlA..oved O ex.Ls.tLl!I..0 r-otteli\.. -pLLes. ili\..d jettkj lttei d
2. RepLaced ali\..d Lli\..staLLeol ~w -pLLes LIi\.. accor-oIali\..Ce WLtltl tltle requLreVlA..eli\..ts of
stn.wtur-aL 6I!1..0L~erJoV!"", Norde"", i"",d -posLtLo~d tV!e~ u"",der teV! su-pet’VLsLoli\.. of
survekjorsJol!I..es FLLli\..t.5 pL~ as perPLal!\..S MX234-0V02 attacltleol
3. Glea~d u-p ali\..oI r-eVlA..oved all oIebr-Ls. ali\..d r-otted VlA..aterLals. to tltle oIuVlA..-p.
Accor-oILI!I..0Lkj, Ii\..OW eli\..cLoseol li\..voLce for wor-~ co~-pLeteol ali\..oI wouLoI ap-pr-ec ateol-proVlA..-pt
pC!t1 ~eli\..t for tltte SC!VlA..e.
Mali\..ClgLI!I..0 DLr-ector-
PO Box 299 Noosville. QLD 4566
Home Office: (07)5474 3480
Mobile: 0408 137 526
Email: [email protected]
Page 5
I’
NOTES:
1. All decking support posts
driven to min depth 2.5m ..
6500
~ Now Painted Hardlpllnk Cladding
2.All structures designed
for N3 Wind loads
3. All malerials and work
manshlp comply with the
-
~i "SO
~ 2000
relevant codes and standards
including AS1684-2 (H3)
4.All fIXings including bolts,
screws, nails etc shall be
316 grade stainless steel
2400
~
~Jr.~~m~!I.--=-
D
SOUTHERN ELEVATION EASTERN ELEVATION
Location Details:
Tnaaes 10’" .~Ied.brIc:ad and’’’’cfcJrIwt
to~’<II1he1nl"~ Gamefishing Wharf , .
’) reeom’I’IeI’Idalions( Nl.ncflOaOl
BOATSHED
186 Gympie Terrace
A
Noosaville Q 4566
~ Lot 161 on CP209406
Ptyshe* to bec:::antinuctM
’-’-0’-’-’-’-’-’ .-.-.E}-. -,-,-,-,-,-,-,-,-,-0,-,-,-,-,-,-,-,-,-,-,-,
~-!r I. John A Norden certify thet the
..-~--------- --------.------------.-----.--------------------------------- works are structurally adequate
OYefWd~
----------------------.------------1 for anticipated useage and the
works comply with al relevant
codes -
Including the
Environmental Protection
Existing Gamefish’ Agency operalional policy.
Build’ and Engineering
existing 60MItIed
200 II. 75 F17 OAR Wharf Boatsh
_..... stand In Ti ms.
_"wlthMIWM12 2JM12 to eK:h post
~todI_
indk;8tlldonplen
viw."’P’*"kt
j j
j
fIocwframing
lSO.t50F170AR
-- ! -’--.;..--
j
!
FFL 1 55AHD
1tG.....Bfa:keQ
Iafooting~2IM12
j j
’-j-’-’-’--’-
.-.-.-.-.-.-.-.-.-.-.-.-.-. i
"’_ ~ j
)
~
" !
j
I REPAIRS and
~ I
~ MAINTENANCE
300 .
300II 90D
eonc_ Gamefish Wharf
Boatshed
Existing Conctete Plea to rernIin
!-
New 190x045 bNf’*Il to
125&125 postIlMth 2/t.t12 Scale 1 :75 (A3)
Stud posb fiud kl u.iI!.ing
IMI’I 2JYt2 bolls Existing Timber Jetty Walkway
CROSSSECTIONA-A z~
Ultracorp Pty Ltd
~~ b.__________________.D.______.__._ _._________.0______.._..._____._......0.................__.._._D__........__..._...._...d ABN 69 270 226 201
r.ri~
~
. Ph 07 54490767 Fx 0754490311
., c
e
01
A POBox 217 Noosaville Q 4566
~ ~
"0 ~
PLAN
~~ Wind Force’ 12.3 kN
12mm dia tiedown rods tying Top Plate to floor framing
Drawing No
Total Bracing = 136.9 kN
4mm F14 ply bracing. Construct, tie down and clad wall as per UPL 162.04.01
PAA’s Design for 6.4 kNfm bracing wall
Plan Dated 2212f2008
Page 6
..
NOTES:
1. All decking support posts
driven to min depth 2.5m w
6500
1=:=-
Remove existing metal rool shoaling and
repJac. with New Colorbond Roof sheeting
~ Riplace existing rotting Umber HW with
Naw Painted Hardiplank Cladding
2. All structures designed
for N3 Wind loads
3. All materials and work
manshlp comply with the
relevant codes and standards
.
Including AS1684-2 (H3)
4.All fixings including bolts,
screws, nails etc shall be
316 grade stainless steel
-
~~~~~p......=._
:\ !.---_...
SOUTHERNELEVATION EASTERN ELEVATION
I, John A Norden certify thai !he
Tl1.Iu_ to be .ected,tnced Iftdtild dcMn wo are structurally adequate
IOCCWfI’fwthl1eb’U ~ for anticipated useage and !he
recolions for N3’IIIrind IOedI
wol1<s comply with al rete.ant
codes -Including the
Envirorvnental Protection
Exilting~waI~
.-.pIeced~1D1l45MGP12 Agency operational policy,
-t-~
H2 TreaUld PlnI.....,......,
Building a Engineering
tMthnewU1Zliedow’llodlS..~
standa TIdal Wor1<s.
onplan"’.topplatetofroor~
()
ocatlon Details:
20Ch 75 F17 OAR
--
Gamefishing Wha
2IW12tDMChpost 1 BOATSHED
186 Gympie Terrace
i Ii Noosaville Q 4566
1$0 II 15)F17 OAR _._+-
--
i
i
i! Lot 162 on CP907407
-j--_._---_.
i
.-.-.-.-.-.-.-._.-.-.- -.-.
11
i tl As Constructed
! 1~ REPAIRS and
l~
"’;;
SOO.3OCIx900
MAINTENANCE
Cono_
Gamefish Wha
Boatshed
&Iating ConcnI1t ... ’-""t
....11JOx45~.........1o
1251c12S.u:t~.."..W12
Stud po&ts fixed 10 ..-
Scale 1:75 (A3)
bur.,.~2lU12 bell Existing Timber Jetty Walkway
CROSSSECTIONA~ ~~
Ultracorp Pty Ltd
","!
.N b.....................o............ ............0........................0..................._....D.....__........._.._..d ABN 69 270 226 201
~...
"
. Ph 07 5449 0767 Fx 07 5449 0311
1d’ A POBox 217 NoosaYil1e Q 4566
""-
~ PLAN
e co
s: j
\NInd Force = 12.3 kN
12mm dia tiedown rods tying Top Plate to floor framing
Drawing No
Total Bracing = 136.9 kN
4mm F14 ply bracing. Construct, tie down and clad wall as per UPL 162.04.04
PAA’s Design for 6.4 kN/m bracing wall
Plan Amended 7/3(2008
Page 7
"
11840 4300 1500 3900
NOTES:
1.An Pies are 200mm dia
- ._.
H6 Treated logs driven Into
~ t: M16 S/S hotdown Bolts
Chamse! Into exIsUng pier firm material to a minimum
deplhol3m
~ i l 100 1 50 Kickers 2. All Bearers and Joists are
~
-f
i
i
i
i
/ 140 x 31 FIT HIW Deklng RL 1.:3 AHO
~ 200.75 Traated Hardwood
(unless otherwise shown)
i 3.All Bearers recessed into
3 i New 200175 f"IlW aearers
III 111 jl_ tiI I!l
i! .ndJolsIs 200mm dla piles and fixed
~ i ,~i’ i i with 2xM16 316 Stainless
I
~
~ ..:E ,
_..L.c’
! ! 6250
_._.__
i !!",,-,LI~~_9..~.A!i!l.i
_,_,_._._._._._._.
2xM16 S/S Bolts
Steel Bolts
4.An Joists fixed 10 bearetS
with 2xM16 Stainless
200x175 HIW Joists ~ i ! ! fdstlng 200x20 ncrete piers
Steel Bolts.
5.AlldecJng 140>31 F17
@7!0 centres "<
_.
I
i
I
i
I
i
I , Hardwood with noo-sIip
i i i surface fastened to joists
IA J
3
!l. t
g-
i
i
-+_.q
i
i
i
i
i
i
rt 1 t-~ I
~"~~/N
-’-.- -
L.~!:.~,=-~3J.~1I!l) -- _._-_._.- --- -_.
,1\-,---" with 316 Slalniess Steel
batten SO’eWS.
.
, ,
Section A-A
""V
\
i~I’i’ ’.j New 200 dia H6 Tr.aled
1
H1W plIes d ven to a mn
o
o
200x75 HIW Bearers See Olag 2 ~i
. i i ~ f ~e 1:50 depth 013 metres
:\.."It._-j--_._._._.-
~:N
._.
o ’_j
N
i ! i 100 1 50 Kickers
" .~., i
[ o o o
. .
’;_’ 0’~
. . . . . . -
4000 IX’! .J
r;’ ’-’-’-’.7r’ i1f (r 140131 king
J
o
o ._...;._._._-_._. ._-_._._._.~._._._._-- --i !\VI2ooX75JOI~
existing Fix d Walkway 2m wide
’_..~_._.-:z-._-:
.._-
o
i
N i i See Oiag 2 1 I! M16 S/S Bolt I, John A Norden certify that
o o o Iih. .I .L:’. ’" .
I the wotts are structuraIy
’-/ adequate (or .,~ed
-= Ii
See Oiag 1
z!
co!
i
i i
i
i
i
i
A~t-
200175
ae.1. ,-_....-
~
uuage and the werts comply
wIh at re5evant codes
.
mludi1g the Env l
-:r"""
~! i i ,
.,,’
[.
~! --r’-’q
i !
i
i
!
!
200x75 HIW Joists
@ Max 900 centres
Diagram I
JNTS)_
V ..
?’"’".~’
200175 Joists
I
~ EAust. RPEQ (No1089)
200x75 HIW Joists 3! ; ! 411116 S/S Bolts flxi
A lLooation D’lan"
~
..
<II.
@750 centres : i Alumin angle tD Jotsts
PLANII1EW B
- ~’
...,
:Ei
...
;;:.
~!
i
i
i
-+-’d,’
j
j
.
.-
B Diagram 2
(NTSI
:)J Gamefishing Wharf
BOATSHEO
186 Gympie Terrace
;100150KICkO\
-
Noosaville Q 4566
I .$.
3’!
.
!
, .
! I New 200.75 WIW aearers Me.,.... .
..,..D_
Lot 162 on CP907407
and Jotsts
W ~ As Constructed
~
21 MIS S/S Bolts
_._._._._._._H.:..
t.i fh---..
~..!-.!!:~_~!i.!>L. .
Structural Detail
REPAIRS &
r----
New 200 di. H6 Treated
HNI pillS driven to a mfn
~ New 150%50 HIW
Fenders fixed to
joists with 2xM16
MAINTENANCE
depth 01 3 metros I ~ cale 1:50 S/SBotts
"""""" ___._._._!.~:!:. ~L :!!:~.~I;I’pL.__
s.clll1tyo.te
-
200x75 HIW Bearers -
Scale 1 :100
~"WN
Ultracorp Pty Ltd
ABN 69 270 226 201
SectionB-B
Ph/F. 07 5449 om
Scale 1:50
POBox 217 Noosa>ile Q 4566
I n r- r-
_n ~ -~
Rafer to notas
Drawing No,
regarding pile depths
ELEVATION
UPL 162,05,01
Plan Released 7/4/2008
Page 8
.... ~
C.W. HENSTOCK & ASSOCIATES PTY. LTD.
~ ACN 003 416386
CONSULTING CIVIL, STRUCIVRAL & MARfl1ME ENGINEERS
ABN 44465206270
Our Ref: 2012/P044/CWH 2Sth July 2012
Waleon Marine Australia Pty Ltd
Horizon Shores Marina, Shed 04.7
Cabbage Tree Point Road,
WOONGOOLBA gLD 4207
Attn.: Mr. Andy Goss General ManQier-East
.
Dear Sirs,
Re: Proposed Lavout .Commercial Marina On Behalf: The Mcdonald Children’s Maintenance Trust -
Lot 162/CP907407 -186 Gvmple Terrace. Noosavllle
c. W. Henstock & Associates Pty Ltd has reviewed drawing No.’s UPL162.06.01 and UPL162.06.09 prepared by Ultracorp
Pty Ltd for the proposed commercial marina at the Game Fishing Wharf Boatshed, 186 Gympie Terrace, Noosaville, QLD.,
Lot 162/CP907407.
We confirm that the proposed marina layout is satisfactory in principle, for construction using Waleon Marine Australia
marine modules WSS (S Float) and PS8 (3Float) in the configurati n shown on the above drawings. The Waleon Marine
modules have been designed for compliance for the following design loads set out in Section 4 of AS3962-2001,
Australian Standards for the Guidelnes for the Design of Marinas:
a) Dead Load
b) Live Load
c) Environmental Loads
d) Loads from vessel wash.
e) Berthing and mooring loads.
The Waleon Marine pontoon units are approved in principle for use in this berthing facility for vessels ranging from 8
metre length to 10 metre as shown on the above drawings. The marina layout is a stabilised pontoon configuration and
the pontoons are adequate for the follOWing Floatation Live Load distribution.
1. Main Walkway -
3 KPa
2. Fingers -
2 KPa
The above approval in principle is subject to confirmation by a detailed design check should Walcon Marine be award
the Contract to supply and install the floating pontoon mar na modules.
It is our understanding that the cBent has obtained the relevant Development and Construction Approvals for the
project and that the design and suitability of the access ramp and the marina pontoon locating piles has been
undertaken by others.
Yours //
faithfU~IIY/.;
/)M~
---~
,1 _
c. W. Henstock,
CP.Eng., BSC Eng. (Civil), MBA (Tech. Mgt), FIE AUst., MICE, NPER (Civil & Structural), RPEQ No. 10155
C. W. Henstock & Associates Pty ltd.
Director.
.
I
Member of:
Suiles 1&2. PO Box 12-1 Telephone Facsimil~ [mail: ce\\ heJl5t bigpontl.ncLlI1I
~ 407 Hum~ Highway. f\!l>orebank N$\V 1875 61 2 9602 6398 61 1 9{)O I -102-1
’Xeb: \\\\\\’.1:\\ hen:iLlld:. OIl1.nll
CONSULT AUSTRALIA
:\lIslr~lia 61298225123
Li~erpl101 I\SW 2170
~
Page 9
"
_..,..,."
DO NOT """"
MATERIAL SCHEDULE
IlESa<PT1OH No.REIl’t>~
NlMtN FAffi!CA1Q4
11.46111 F1lR OCIMS IE AIJMUj
_SEIIIIAl"C_-f1ll
lIII!!
a.14m 2.2Bm 228m 2.2Bm 2.28m f TO BE ~
OR SIIIUR N’I’R(MI)
~I’ } ’f’ f ’f ImCII) IlQII TO BE lUIDW
&ILOIJ MSIIIUR~
IlII6I:i
l~ I
~
l’l
POlmH"llElE A.OTATDI IIIIS.
F1lR OCIALS Sf! _ Il!IA lIE! 1..8Jm x 1.5lm )(
~
~~ \
II’~!Y
II~ SHIPPING SCHEDULE
0..Im
o
,I
IItlI IN’1OCDl WL IH’ACICED fT.
I M (
’I
AlUMINIUM FRM’
J AlV~INIUItI DUCT COVER
(FOR OPllONAl. OUCl1NG)
~-,~" (OPTI()NAL EXTRA)
-
[)(Q(I])-
ftOTJJ"OO UIIT
304
3.41
5.58
~Ig
67IIktj
2801g
:::I
i
~
WAlCON EXTRUSION AI..lOWS
~I r FOR CO~NECllONS TO BE WADE
llltlBER FENDER ANYWHERE AlONG ThE SlOE
-=
r -- ....,.,... ---
--;:::=
\_ 5 No. FLOTAllON
:=-.
UNITS ’ER DECK
AlUIoIINIUItI
TYPICAl. OUCTED SECllCN I I 1
SPlN:~
EXTRUSION No. 5
WITH ’WALCON’ AlUI.IINIUI.t
PONTOON ENDlEND
AND END/SIDE
CONNECllON HOLES J[
21 m
EC~=SSIZE \ EXTRUSION No. 6C
FENDER
Rev.’ , 1
Client
&t Dote
SYSTEM 2000
Description
- WSS
1 +-+1 1+-+ J 100 x 25
-
_/ Title
II.Sm x 1.7m WALKWAY
3kPa.
Iljlf(jllljl’II,lllf"~11111
~,.~, 5 FLOAT -
GENERAL ARRANGEMENT
oS W Druwn Checked Dote Scale
\_ FLOTAllPN UNIT MD I RGW I 26.06.07 1 :50 UOS
TYPICAL SECTION
SCAlE 1:25
W (4(.]~~
Segensworth West. Fareham. Hampshire P015 5SR
Telephone: +44 (0) 1489 ’5799n
Facsimile: +44 (0) 1489 579988
CAD. Path I A3
Drawing No. REV.
S2000IWSS (SF) ga _
I
Page 10
..
CClf"IIIIGKT .."..,..
HOT SCIU
Al-.SI2E
,.
MATERIAL SCHEDULE
wa<I’IIlIf H~ REQ’D lIlGlH/SIZE
8022
CMR FENDER 81MNUI fNIIQtlQl
FOR DEVJIS (Ii ALUlNUI
,_sa: IIIIC. S2COO/I’SS-aF-FIII
lIIIll
FENDER 10 BE Y IIlJjJ
()R9_JI’PIIIl’
8b-
_ BO 10 BE l
II II II ~
I&:a
8MAIJ ()R SIIlAR JI’PIIIl’
~
~IJI ~i’~gllll1r1
~I
AlU"’~IUM FRAME
I
ffll!:’
5:! ""
llII!Il
I1.DlA1KIIUIIlS.
FOR sr_OElMS sa:
JXIKI:IJIB
STNtIl!lll CCH
IETMSNEAS_
1.8lO.0.910
~-
~I /
MOORING CLEAT
L~:E ’
S-o--e
\: 2 No. FlOTATlOIi
UNITS PER DECI<
I I I
CASED
Rev.1 I I
21 mm OECKBOARDS jRBRE-CONCRffiPOLYSl’IRENE RLl[O
FlOTATION UNIT
Client
By Date Deac:rlptlon
tr
I~
.
T .v fR=-.il1 SYSTEM 2000
I
..,. I
;Q ntle
8m PARALLEL FINGER
3 FLOAT -
3 kPa
--- __, -- __, -...."-’-..........- _,....,----,....,..._........-....--.-
GENERAL ARRANGEMENT
_, ,_,-- ,.- ,_, ’"-.................._ ’" oJ _.. ,.- __ ,.- ..................................
Checked
_,_,.__,,...., -....-..........- _,....,,......,..- ...._..._..._-
Drow~D I I ~.08.04 I s;;";O uos
w .;1OC.J:’
END ELEVATION WICAL SECTION Segensworth west, Forehom, Hampshire P015 5SR
1:25 1:25 Telephone: +# (0) 1489 5799n
Facsim~e: +# (0) 1489 579988
CAD. Path I A3
Drawing No. REV.
S2000IPS8 (3F) ga _
I
Used in these records
OPW12/0139 Supporting documentaion for development applicationRelated documentApplication case desk ↗
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