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Development Application part 2 of 2 · OPW11/0409
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10mm H.D.P.E CAPPNG PLATE
FULLY WELDED TO SLEEVE
STEEL PILE SEALED INSIDE SLEEVE
12mmi - 15mm H.D.P.E SLEEVE
EXTENDS TO 1.5m
BELOW SEA BED
STEEL PILE EXTENDS
TO REQUIRED EMBEDMENT
THE MARINA SPECIALIST D!^'LC1^^'^ Hav*X;1.146 1WLE STEEL PILE & H.D.P.E SLEEVE DETAIL
TRAOINO AS ACN 010633119 2 INDUSTRNL AVE Cardno
CALOIINDRA - Cwdro (Old) Ply Lid
TME
OLD. AUSTRAL" 4551 I,,., 1. 5 Ora,,, Od.. Won 4064 Ph (07) 3369 9822
ra (07) 3369 9722
r^ St r v,,
PHONE (07)5492 5925 "'o. 8o0 360. '- 4066. Emdl• cdrdno0ca6a.com. X1.:10 6 11/06 JSP S 045
PM-* STANDARD DRAWING
FAX (07) 5492 6699 DkM
L-lk^ -,/ 1 1667 1 5 Ala MILLIMETRES A A4
Page 4
BERTHING:
Maximum wet vessel length - 8.0x1
49'0' Maximum wet vessel bears - 3.5x1
FENDER RUBBER
LOT 157 CAST ALUMINIUM ETC ALL SIDES
MOORING CLEATS
SP 143417
12728 5000 12650
0
0
22866 0
n
229'0
0406 456kNm STEEL PILES
319'0'
WITH H.D.P.E. SLEEVES
SITE PLAN &
WATER ALLOCATION -1370
SCALE 1:500
O
O
-NEW GANGWAY
EXISTING STONE WALL
LAYOUT PLAN
SCALE 1:100
EXISTING DECK OVERHANG EXISTING BOAT RAMP
EXISTING WALL - P.B
2900 15150
Note:
Existing structures shown
in approximate position only.
THE MARINA SPECIALIST GWENT. DIRECTOR OF HARBOURS & MARINE ME- SITE PLAN, LAYOUT
1
TRADING AS ACN 010633119 2 INDUSTRIAL AVE Cardna ACN: 051 074 992
LOT 157 (2) RUSSELL ST
Cerdoo (ad ) Pty lid
& WATER ALLOCATION
TH[ CALOUNDRA
OLD. AUSTRALIA 4551 level 1, 5 Cordnx Close, talon 4064
Ph (07) 3369 9822 NOOSAVILLE Sri am- W.
Fox (07) 3369 9722
P.O. Box 388. Tooeonq 4066. 1:100 1:50 0 10/12/10 JSP-SJ- 23890
8 6/8/11 PONTOON MOVED OUT 2m Jsp ^ PHONE (07)5492 5925
FAX (07) 5492 6699 CHECKED.
Emoil: cardno0cardno.comau
DATE:
PROJECT:
PROPOSED PONTOON REPLACEMENT DRAWN CHECKED PWOOM kSSUE
DATE AMENDMENT R§V S P E C I A L I S T M.A MILUUETRES B
Page 5
BERTHING:
Maximum wet vessel length - 8.Om
49'0' Maximum wet vessel beam - 3,5x1
FENDER RUBBER
00
0) LOT 157 CAST ALUMINIUM FTO ALL SIDES
m MOORING CLEATS
SP 143417
12728 5000 12650
LZ-038
229'4Y-4(-)' 0
0
J
22866 0
J n
22
0406 456kNm STEEL PILES
I
319'0'
WITH H.D.P.E. SLEEVES
^
SITE PLAN &
WATER ALLOCATION
SCALE 1:500
0
0
LO
1-1370
Iw ti
a
m
C
0
0
rn -NEW GANGWAY
a
EXISTING STONE WALL
LAYOUT PLAN
SCALE 1:100 0
o
Cl-
W.
C.
C.
EXISTING BOAT RAMP 0
I
z
EXISTING DECK OVERHANG z
C
EXISTING WALL - P.B U
C
Z
a
5a
2900 15150
E
Note:
Existing structures shown
in approximate position only.
THE MARINA SPECIALIST Cl1ENT: DIRECTOR OF HARBOURS & MARINE fTf.E SITE PLAN, LAYOUT 1`-
TRADING AS ACN 010633119 2 INDUSTRL4L AVE J" cardno ACN: 051 074 992
LOT 157 (2) RUSSELL ST & WATER ALLOCATION
THE CALOUNDRA Cnrono (ad) Ply LW
Ph (07) 3369 9822 NOOSAVILLE
OLD. AUSTRALIA 4551 ltrd I. 5 Go,E e' Gore. Dillon 4064 For (07) 3369 9722 SCALE: DATE. DRAWING 640
P.O. Bo. 368. Too.onq 4066. PROJECT: 1:100 1:500 10/12/10 JSP-SJ-23890
R E F/1', 'O''TCC!J VOVE') OUT 2m JSP 4 PHONE (07)5492 5925
i. a FAX (07) 5492 6699 CHECKED: PLPZQ
Emil CodroOcardno.con GA
DATE PROPOSED PONTOON REPLACEMENT DRAWN
A
DATE AMENDMENT S P 9 C I A L 1 5 T L•,^,^ /167 7.1.1/ MtIUUETRES 6
Page 6
- TOP OF PILE R,L 3.Om
Na W -f1, S.."
GA rv1FA L. K,
EXISTING
CONCRETE DECK
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
PONTOON SHOWN AT L.A.1
THE MARINA SPECIALIST ACN: 051 074 992
CLIExr: DIRECTOR OF HARBOURS & MARINE TIC: ELEVATION
TRADING AS ACN 010633119 2 INDUSTRIAL AVE LOT 157 (2) RUSSELL ST
THE CALOUNDRA
T AL OLD AUSTRALIA 4551
Ph (07) 3369 9822 NOOSAVILLE
Fm (07) 3369 9722
Emo,t: cordnoOcordo.com. PROJECT:
PONTOON MOVED OUT 2m RR
.LO. IDA PROPOSED PONTOON REPLACEMENT
5 P E C I A L 1 5 T /66? _ 7y
Page 7
1370
EXTERNAL SECTION A STANDARD SIDE PROFILES
1210 TYPICAL ALL CLTWALKS SCALE 1:1DO
JSP-203
INTERNAL SCALE 1:25
TOP CHORD / HANDRAILS
JSP-202
3mm ALLMNIUM PLATE FIXED TO FRAMING AT 250mm 3 UPRIGHT
CRS WITH 4mm AL RIVETS & COVERED WITH NOTE: BENT END OPTION CAN BE
UPRIGHTS & DIAGONALS
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA USED ON ALL SIZED CATWALKS
TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
50X4TUBE ^RAIL EACH PLANK.
8409 / FOR UNRESTRICTED ACCESS (ALL SITUATIONS OTHER 0
TO 6mm PLATE TO EACH 0
UPRIGHT THAN PRIVATE MARINA FACILITIES FOR 1 OR 2 BOATS)
USE 125 X 35 F17 CCA TREATED' HARDWOOD PLANKS
OR 4mm AL PLATE
a
NOTE:
FOR 4kPo LOADING TO CATWALK
USE JSP-006 RHS BOTTOM CHORD / BASE RAILS.
60 X 40 x 2 RHS LONGITUDINALS
WELDED BETWEEN ALL CROSS MEMBERS
FOR CATWALKS WITH TIMBER DECKING
ONLY
TI
MAXIMUM CATWALK LENGTHS
NOTES:
+ ALL FRAMING MATERIAL TO BE ALUMINUM
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa 7 UPRIGHT
+ ALL ALUMINIUM WELDING IN ACCORDANCE WIN A.S. 1665 3 UPRIGHTS 7.5m 6.5m 6.Om 5.Om tooo
+ All SS STEEL WELDING IN ACCORDANCE WITH A.S. 1554
+ ALL WELDS SHALL BE 4mm C.F.W. U.N.O. 5 UPRIGHTS 11 m 1 O.Om 9m 8.5m EQUAL
+ ALL ALUMINIUM SECTIONS TO BE GRADE 6351-T5. UPRIGHT 965
' DIMENSION TOLERANCES UAO. SHALL BE:
7 UPRIGHTS •13m 12.2m 11.5m 10.5m
SPACING
FABRICATION - i 2.0 MACHINING - UP TO 10mm ±0.1 9 UPRIGHTS 15m 13.9m 12.5m 11.5m- 0
> 10 TO I00mm ±0.2
>100mm±0.5
11 UPRIGHTS 17m 16.Om 14.5m 13.Om 11,111^^N
ALL ANGLES ±1'
' CATWALK TO BE NO LESS THAN 500 mm ONTO PONTOON AT MEAN LOW WATER. 9 UPRIGHT
' REMOVE ALL SHARP CORNERS,
BURRS & WELD SPATTER.
JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
' ANY CHANGES TO BE NOTED MID REIURNED TO DRAWING OFFICE FOR REYI51ON
LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
ROLLER DETAIL SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 71 90 TUBE
SCALE 1
50 X 2 SHS O EACH UPRIGHT t& AT 1/3 X
(UPRIGHT SPACING). WITH 600 CRS MAX.
AL BASE DETAIL
OR 400 CRS WITH 3mm OR 4mm PLATE SCALE 1:100
1,4 5 SP-206 HINGE TUBES
6.4
O X 6 FLAT BAR WELDED TO
12mm SS PI HINGE TUBE & CATWALK END
070 NYLON ROLLER TO
EACH SIDE OF CATWALK.
PIANO HINGE DETAIL
SCALE 1:5
I-
Cerdno
CUENT: 91 (e' ctz v " u 3S TITLE: STANDARD CATWALK CONSTRUCTION
dry ta r nu
ACN: 051 074 992
Qc7ss^GC ^sr, nkc^f A /l &W
aon pm Pp Led
Ph (07) 3369 9822
E /10 07 OAD T8&E & NOTES ALTERED C Lewd 1. 5 Gadw Cbea, YACe 4064 Fm (07) 3369 9722
DRAWING NO
D /3 05 1MB ER DECKING SIZE CHANGED P P.O. 8oi 366, Too.ag 4065 Emoi: ccr noOrnrdno.com.ou PROJECT: STANDARD DRAWING SAS SHOWN 12/3/03 JSP-GW-006
C 77 1D Da 4kPa LOADING ADDED P
B 2/7 04.
DATE
RAIL & HINGE SECTIONS CHANGED
AMENDMENT
RP
REV
CJIECKEI?
.
RYJ^
1667
DATE
2^f.J0,07
DRAWN
NHW
CHE(Zo MIENSIONLS
jqk MILOMETERS
ISSUE
E
Page 8
50
1120 S.S BOLTS SECURING
z
ILE BRACKET TO
PONTOON FRAME TRACK
SECTION A
SIDE VIEW tv
0
H.D.P.E. SLEEVE
100 X 12 BAR BOLTED TO
PONTOON FRAME WITH 80 X 100 X 10 WASHER
M20 S.S BOLTS BEHIND CENTER NUT
M20 S.S THREADED BAR CL
TAPPED & FULLY WELDED INTO 0
Cr
40 X 10 REINFORCING PLATE _
aq
z'
SECTION B 0
SCALE 15 V)
6nn PLATE GUSSET [LE WALL
TO BOTTOM CORNER
BOTH SIDES 0
COMMERCAIL 8 ROLLER BRACKET NOTFS:
FIXED WITH 16 M12 S.S BOLT • ALL ALUMINUM WORK TO COMPLY WITH AS1664.
SIZE TO SUIT PILE DIAMETER • EXTRUDED ALUMINIUM TO BE GRADE 6351 -T5 OR 6063.
• PLATE ALUMINIUM TO BE GRADE 5083.
• ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS 1665 Cr
• ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE t
THINNER MATERIAL
im
' ALL BUTT WELDS TO BE FULL PENETRATION.
50 X 6 FLAT BAR FULLY ' ALL. BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL
SP-209 FLAT BAR
WELDED INSIDE FRAME ' ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL
SURROUND FRAME
BE GRADE 316.
' ALL WELDING SHALL. BE IN ACCORDANCE WITH 1554. 0
' BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING
OF DURALAC OR LANOCOTE APPLIED TO AL CONTACTING =
SURFACES. Cr
• DIMENSION TOLERANCES U.N.O. SHALL BE.
FABRICATION - ± 2.0 MACHINING - UP TO 1Omm ±0.1 °
> 10 TO 100mm ±0.2
>l00rnm t 0.5 I-
ALL ANGLES t 1' W
4 REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
V)
ULTIMATE LOAD CAPACITY = 65kN
Z
3
o:
0
a
THE MARINA SPECIALIST CLIENT, vcc n 3
t{A-,Lau, 8 TITLE: PILE BRACKET CONSTRUCTION TO SUIT
TRADING AS ACN 010633119 2 INDUSTRIAL AVE Cerdno ACN: 051 074 992
CALOUNDRA Cwdno (Old) Pty Ud 4000 - 4500 PILES & 8 ROLLER BRACKET
LL .51
THE Ph (07) 3369 9822
OLD. AUSTRALIA 4551 /mot ".s J^+G^G'SCjL'(V^
E 23J 10/ EXTRA ROLLER BRACKET BOLTS ADDED ENC Level 1. 5 Goidne Cose. Mikan 4064 Fox (07) 3369 9722 SCALE: DRAWING NO:
D 5/6108 WASHER TO CENTER BOLT ADDED JSP P.O. Box 368. Toowng 4066.
C M
14 / PLATE SIZES. ALTERED ENG PHONE (07)5492 5925 Email: cordno0cardno.com.m
P^ECT: STANDARD DRAWING 1:10 1:5 JSP-SD-142
B 15 2 D. DECY PIATF DETAJ!S CHANGED _ JSP FAX (07) 5492 6699 R.P.E.O. DATE: DRAWN CH EO DIMENSKINS ISSUE
DATE AMENDMENT 155 166-7 27 -Io -09 l SYSTEM 2006 MA ( MILLIMETRES E A3
Page 9
100 THICK CONCRETE DECK
RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON r 1 LAYER G445A MESH 40mm
2-N12 BARS IN TOP
8000 TO 15000- OF ALL BEAMS COVER TO EXPOSED SURFACES
500--1 500--^8000 TO 150000
1--500 UNDER DECK MESH
F
1
° 1r - - - - - - -
O O
V)
o II
o< o< JL
LL
a a
U)I
. I1 : *
I
6000 TO 10000
0 f--500
Fr- --I ff --11 Oy
NOTE
II O ci^ BEAMS NOT REQUIRED FOR PONTOONS o' JSP-208 PERIMETER FRAME
N U LESS THAN 8000 IN LENGTH Im TYPICAL TO ALL PONTOONS
W
x
LL r. ^FTL^J ¢
()•X NU
10100 TO 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS 11
380 STANDAR FREEBOARD
EQUAL NOT TO SCALE FOR FLAT DECK PONTOONS
50 SPACING F-500
r SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSmONS, PONTOON DESIGN & ORIENTATION
SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS WATER UNE
Co
25mm THICKENING ALONG ALL
Ir :^^ ^rpP^^^^ N Or
oV SIDES WITH 200 WIDE SL8
MESH STRIP UNDER ANCHOR WEB
I
670 STANDARD OVERALL
FOR FLAT DECK PONTOONS-
----------------------- ------- NOTES:
/TYPICAL 30 X 120 TRANSVERSE END All concrete work to comply with AS3600. All concrete to be 50 MPs.
MAX DRY STORED BOAT DISPLACEMENTS Cover to reinforcement to exposed surfaces to be 40mm minimum.
/ A BOATOPO OONSDED IN ALL FLOAT Reinforcing to be minimum of 5mm bars at 100mm centres in each
PONTOON PONTOON WIDTH PONTOON WIDTH JSP-200 150
--- - - - - - - - - - - - - - - - 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. All welds to be 5mm CFW.
15m 3.5t 2.9t CONNECTIONS ARE REQUIRED FLOAT A BOATI RAMP FORMED INTO PONTOON DECK All butt welds to be full penetration. Aluminium to be grade 6351-1-5.
14m 3.25 75t Surface of aluminium in contact with concrete to be coated with zinc
cromate primer or equivalent.
12m 25t Fabrication tolerance ± 5mm.
1Om 2.3t All bolts and fittings to be 304 or 316 stainless steel.
r
9m 2.4t 2.1 t Flotation to comprise of grade SL expanded polystyrene foam with
8m 2.Ot 1 .8t r 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 su table for the marine environment.
6m 1.5t 1.3t -------------------
JSP-207 Pontoons with Float-A-Boat romps to have dry stored boat fully winched
5m 1.Ot 0.9t 15DJ
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 all relevant
208 740 STANDARD OVERALL FLOAT A BOAT RAMP OPT ION
150--1 I---178 50 50 STANDARD FREEBOARD SCALE 1:50
NG CLEATS
50
WATER UNEj --- -,FI
T eP ...I- L -------------------
1J---- ----- --- - - - - - -------
150 ^^""' FOAM FLOTATION UNIT
RAMP DEPTH
RAMP END VIEW FRONT ELEVATION
THE MARINA SPECIALIST
2 INDUSTR IAL AVE
C o r d n o ACN: 051 074 992
Q6WU N O RA Cardno (OW) Pry lid
Ph (07) 3369 9822
OLD. AUSTRALIA 4551 level I, 5 Gardner pose, Milton 4064 fax (07) 33E9 9722
P.O. Box 368, Toowonq 4066. Email: card nollllcordnoxom.au
PHONE (07)5492 5925
B 1 7/6/06 TACK K" REAR 846 RthACD WITH 2-N12 JSF FAX (07) 5492 6699 ECKED: R.P,LQ. DATE:
\Vq DATE AMENDMENT ISSU /667 /2-/0.06
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