Council archive · source document
Approved Plans OPW18-0125 · OPW18/0125
Plans and drawings: the text below has words only, no drawings.
- NOOSA COUNCIL APPROVED PLAN OPW18/0125 8 JUN 2018 [OCR of page images] NOOSA COUNCIL APPROVED PLAN OPW18/0125—8 JUN 2618 f 11884 ‘5000 3000 VESSEL 7.0m x 3.4m r e s a | in 315 PVC CONCRETE PILES < WITH 6400 HDPE SLEEVES = EXISTING 3 EXISTING MOORING es MOORING STRUCTURES BS STRUCTURES 7 93.0m x 135m ALUMINIUM GANGWAY 20.1150 263° 16° g a 4-—- 5625 —-4 LOT 88 k & 8 NEW CONCRETE ABUTMENT 3 LOT 90 & : § g : LOT 89 ; : ON CP N21847 3 ‘SITE PLAN = SCALE 1: 200 la IOTES 3.0 FLOATATION 5000 31 POLYSTYRENE SL GRADE FOAM TO BE ENCASED 500 | é 000 (IM HIGH DENSITY POLYETHYLENE MEMBRANE FULLY + 2000 sl 2000 + 10 ~~ GENERAL NOTES WELDED AT THE CORNERS AND JOWTS TO FORM A 11° THE WORKS THAT ARE SUBJECT OF THESE COMPLETE SEAL MPERVIOUS TO MARINE ORGANISMS ae — Te ee y Beis FOR KNOWN TO ATTACH TO SUCH STRUCTURES UNDER T. AN USAGE TIONS, CERTIFIED ON THESE PLANS. oo! 3 MOORING CLEATS 12 ALL STRUCTURES HAVE BEEN DESIGNED TO 4.0 CONCRETE AUSTRALIAN STANDARDS AST70.1. 4.1 ALL CONCRETE WORK TO COMPLY WITH AS3600. 3 TReS FOOTTOON CAS BO Dene To Oe 4.2 ABUTMENT CONCRETE STRENGTH TO BE 32 MPa 5.0m x 3.0m FLAT DECK WITH 80mm SLUMP. ‘AND WiLL BE STABLE AT ALL TIMES. THE PONTOON 43. PONTOON CONCRETE STRENGTH TO BE 40 12 s CONCRETE PONTOON HAS BEEN DESIGNED SO THAT WHEN THE SPECIFIED WITH 80mm SLUMP. es WITH MARINE GRADE CARPET LIVE LOAD IS DISTRIBUTED OVER HALF THE WiDTH 4.6 MINIMUM COVERAGE TO REINFORCEMENT NOT TO by OF THE PONTOON AND OVER THE WALKWAY, THERE BE LESS THAN SOmm. 2500 1S NOT LESS THAN TSmm OF RESERVE FREEBOARD ‘AND THE ANGLE OF TILT Witt NOT EXCEED 20°. 50 STEEL LIGHT POST 54 ALL STEEL WORK TO,COMPL Y TO AS46100. J 20° OESIGN LOADS 52 ALL STAMLESS RESTRAINT CABLES TO BE MINIMUM 211 MAXIMUM VESSEL LENGTH -7.0m ‘mm DIAMETER AND GRADE OF 316 AS PER AS20637. 212 MAXIMUM VESSEL BEAM - 3.1m SF ALL STAINLESS STEEL FIXTURES ANDO FITTINGS TO 219 RANDRN VESSEL MASS Atteg ‘BE A GRADE OF 316 AS PER AS2637. i Meee meee et SY ean eats Ko) Pvc conceTe pes am 61 ALL ALUMINIUM TO COMPLY WITH AS16664. 23° MAXIMUM WAVE HEIGHT - 300n0 62 ALUMINUM GRADE TO BE NOT LESS THAN 6063-15 \ J WITH 400 HOPE SLEEVES 24 MAXIMUM BOAT WAKE - 500mm 63 ALL WELDS TO BE 4m CFW WITH ALL BUTT WELDS 25 MAXIMUM WIND VELOCITY - 3Im/s TO BE FULL PENETRATION. 26 DESIGN LIVE LOAD FOR PONTOON 8 GANGWAY -20KP2 6&4 FABRICATION TOLERANCES +/- Sma. PONTOON PLAN ~ SCALE 1:50 aT 8m AAUA e PONTOON & MARINE CONSTRUCTION by [REV] OATE_| REVISION DESCRIPTION #RoXT PROPOSED PONTOON & GANGWAY DRRaR } Agua cOsTGTONPTY 1 AQUA PONTOONS PA feeourcr ona Mme SITE PLAN, PONTOON PLAN & GENERAL NOTES}AP3523-01 J ; NOTHING FROM THES DOCUMENT MAY BE “ \ OPED, ‘STORED, OR aent BERNARD MCMENAMIN CCOMPUIRCATED BU ANY WAY WITHOUT PRIOR WRITTEN PERHESSION OF {CONSTRUCTION PTY LTD. Aqua Pontoons www.aquapontoons.com.au 1300 207 848 43 asswown{pKe. | 10F 1 aooress 1,9 MOSSMAN COURT NOOSA HEADS DATE: 06/06/2018 REVISION A MARK WICHLINSKI |REPQ: 1643
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Page 2
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NOOSA COUNCIL
APPROVED PLAN
OPW18/0125 8 JUN 2018
[OCR of page images]
300
18000 QUAYLINE
3000
JOP OF PLE RL +34 AHD_ 2
5.0m x 3.0m
FLAT DECK
CONCRETE
PONTOON
HALT. RL 0,99, AHO.
MHWS, RL 20.57 AHD_ 2
I>
}-— PILE CAP
b-— 2 X #315 PVC CONCRETE PILES
WITH $400 HDPE SLEEVES.
AbD= RL 00 3 WATERLINE,
HLWS, RL-043 AKD_ 9 eee "Ss .
as |
Ld
3500mm MINIMUM EMBEDMENT
jo-—— TO NATURAL GROUND
ELEVATION - SCALE 1:60
3X 016 S/S BOLTS
200 EMBEDMENT
12000-
ALUMINIUM GANGWAY
[sn 135m
3 x M16 S/S BOLTS
‘NEW CONCRETE
[er BLOCK
r-32 MPa CONCRETE.
200 EMBEDMENT
ALUMINIUM ANGLE 600 RF-82 FABRIC,
GANGWAY BRACKET. \ 0 Min. TOP COVER.
See
OR 900mm
NOOSA COUNCIL
APPROVED PLAN
OPW18/0125 8 JUN 2018
Ws 125
4-51 51
100 x 12 PLATE ALUMINIUM
GANGWAY CONNECTION BRACKET .
SLB2 MESH - VERTICAL 3
75mm COVER EACH FACE-C|
N12 TIES - 600C06
EACH END —_———
}- 13 —____4
‘SL82 MESH - SQmm COVER
TOP OF CONCRETE BLOCK
(NOT SHOWN FOR CLARITY)
SL82 MESH - VERTICAL
15 COVER EACH FACE
L
Eto HEEL OF WALL
5 - N12 TIE U-BARS
600 COG - 50 COVER
PLAN ~ SCALE 1:20 ELEVATION - SCALE 1:20
Cee sana ren PONTOON & MARINE CONSTRUCTION by [REV] DATE _]{ REVISION DESCRITION proeT PROPOSED PONTOON & GANGWAY a pgoven
or SUM SOETROCTON PTY. AQUA PONTOONS [Ae poounen one. mE ELEVATION & ABUTMENT DETAILS AP 3523-02 ‘@) Ny hs
SOWGCATED WT SAY STRUT www.aquapontoons.com.au ; ‘ent a ee as . J
PRIOR 1OF AQUA DRAW 100 WICHLINSKI
CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 848 A3__ {AS SHOWN | DKE. | 10F 1 NOOSA HEADS 06/06/2018 | A | rcpa wis
Page 3
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NOOSA COUNCIL
APPROVED PLAN
OPW18/0125 8 JUN 2018
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW18/0125 S JUN RATS HANDRAIL SUPPORT TABLE
meneame a GANGWAY LENGTH | HANDRAIL SUPPORTS NEEDED
F525 t approx 75X60x2Sam TOP CHORD Qo 70 tn NONE REQUIRED
r fotxt6x23nm [tm = 12.50 1 HANDRAK SUPPORT REQUIRED
£ cy HANDRAIL SUPPORT | 2.6m - 15.0m 72 - HANDRAIL SUPPORT REQUIRED
& ‘¢ 2 iF REQUIRED
b, SETAE 15. ~ 175m 3 - HANDRAIL SUPPORT REQUIRED
gee — : : - - ~ ref ( = a. 17.6m ~ 20.0m & - HANDRAIL SUPPORT REQUIRED
| HINGED END - SEE CONNECTION BRACKET DETAILS 50XS0X3 SHS POSTS & LACINGS: eo” z MOTE: GANGWAY SUPPORTS ARE TO BE EVENLY
13000 -— 1352 _| SPACED OVER THE DISTANCE OF THE GANGWAY.
}
SIDE ELEVATION ~ SCALE 1:50 END ELEVATION - SCALE 1:50 75X60X2.Smm
TOP CHORD
3mm ALUMINIUM PLATE DECK 50X5S0X3 SHS CROSS MEMBERS
COVERED WITH MARINE GRADE CARPET @ 400mm MAXIMUM CENTRES. 101K76X2.3 RHS BOTTOM CHORD
a NOTE: ACTUAL GANGWAY HAY LOOK
7 SUGHTLY DIFFERENT TO WHAT IS 50X50X3 SHS
en DRAWN AS IT IS DETERPENED BY HOW DIAGONAL
Sa MANY BAYS ARE NEEDED FOR THE LACINGS
ACTUAL OVERALL LENGTH.
STALE 1:5
i ASE 75X60X2.5mm
PLAN - SCALE
‘ 3mm ALUMINIUM PLATE PEADING WE 3mm ALUMINIUM
DECK COVERED WITH (FOP: CHORD, PLATE DECK
MARINE GRADE CARPET 50X50X3 SHS. COVERED WITH
DIAGONAL LACINGS MARINE CARPET
50X25X3 ALUMINIUM RHS
END MEMBER 409X76X2.3 RHS
1352 — 5 BOTTOM CHORD —=|
POF ba on 50XS0X3 SHS
#50X%mm ALUMINIUM CHS 5 fi HDPE ROLLER WITH
| p-100x12 ALUMINIUM PLATE WITH BUSHES TO SUIT | + OTT cheRE: SG SISTEEL PA rm “=
v 18 HOLE FOR g Js SCALE 115
“ FIRING BRACKET ° wr 0 = DETAUL3 scae 1:5
125 551 + 551 1253
#50X4mm ALUMINIUM CHS
(00X12 FLAT BAR WITH NYLON BUSHES TO SUIT
1352 ~~
BLOCK Y
¢ 1234; + 16 STAINLESS STEEL PI enw
| @50X4mm ALUMINIUM CHS WITH BUSHES 10 SUIT | ; 0 Kémmn FLATIOAR |
I smitolinte ils Mi6 S/STEEL WELDED TO GANGWAY
7 = ANCHOR BOLTS. 1mm SUPPORT GUSSET
100X6mm FLAT BAR
WELDED TO GANGWAY
FRONT ELEVATION ~ SCALE 1: 10 ‘SIDE ELEVATION ~ SCALE 1:3
Seabee PONTOON & MARINE CONSTRUCTION by [REV] DATE _) REVISION DESCRETION pox’ PROPOSED PONTOON & GANGWAY free ‘ }
ee AQUA PONTOONS m6. mE GANGWAY & GANGWAY BRACKET DETAILS _|AP 3523-03 i ,
are eres re. www.aquapontoons.com.au qiet BERNARD MCMENAMIN aa
Poa CRITTEN POISSON w-aquap _— Tg vores 9 MOSSMAN COURT 23703, 72018 |) [MARK wiceunsta
{ONS TRUCTION PTY LID. Aqua Pontoons 1300 207 848 A3_[ ASSHOWN | DCE. 10F 1 NOOSA HEADS REPO: 1643
Page 4
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0125 8 JUN 2018
[OCR of page images]
RING FIXED TO Smm CHECKER
OR FLAT PLATE WITH
5000
%
6 x M12 x 40 S/S HEX HEAD BOLTS. 350
ey
RADIUS OF 300mm
t*
i '
TO CORNER
fo 101.6 x 50.8 x 7.9 PFE
EXTERNAL FRAME
L
M16x300 GRADE 4.8 BOLTS
@ 500mm CENTRES TO FRAME
THEN WELDED TO REINFORCING
750 x 50 x 3 SHS.
‘SUPPORT BRACE.
f-M16x300 GRADE 4.8 BOLTS
@ 500mm CENTRES TO FRAME
THEN WELDED TO REINFORCING
AQUA PONTOONS
ALUMINIUM FRAME
an
: 3 { <—150mm WIDE x 200mm HIGH L
Liss se vig anale R PERIMETER STRENGTHENING BEAM
a le
A SL82 REINFORCEMENT aw
2 FABRIC SOmm COVER r|
PLAN VIEW ~ SCALE f: 3 7
1 Gz é
; =] <4 ; — 4
ae : =| | | |i pe
5 x M20 S/S BOLTS x 150 y
INTO AQUA ALUMINIUM q 1 @!
PONTOON FRAME a
a EL, NOOSA COUNCIL IN CONS oN
; ~ SCALE 11
APPROVED PLAN
FOR PILE SIZE OPW18/0125 8 JUN 2018 2x N16 FULL LENGTH
b REFERTO OF BEAM WITH
SITE PLAN R10 [email protected] xK> 3000 ,
4OmPa x 125mm THICK
CONCRETE DECK.
ELEVATION VIEW - SCALE 1: 5
6
8
=
101.6 x 50.8 x 7.9 PFE
ROLLED TO 645mm 0.D.
100+
CAST ALUMINIUM ROLLER
RF82 REINFORCING FABR'
50mm MIN. TOP COVER.
<W
2840
965 x 68mm LONG HOPE ROLLER POLER URAGIET
HELD WITH 016 STAINLESS PIN
INTO CAST ALUMINIUM HOLDERS
THAT ARE WELDED INTO PFC
STEEL PIN
101.6 x 50.8 x 7.9 PFC
965 x 68mm LONG
HOPE ROLLER
16 STAINLESS,
ELEVATION - SCALE 1:5
RADIUS TO BOTTOM EDGE
OF PONTOON ALL ROUND
SECTION A~A ~ SCALE 1:20
|
A
Ls CLASS POLYSTYRENE WRAPPED
IN 1.5mm HDPE DAM LINER.
err Gare Aaa PONTOON - PONTOON & MARINE CONSTRUCTION by [26] DATE _ | REVISION DESCRIPTION pRoxeCT PROPOSED PONTOON & GANGWAY Prepbeiredace P ‘
AQUA cRSTRUETON PTY 1D AQUA PONTOONS ona. me PONTOON & PILE BRACKET DETAILS AP3523-04 tsa
Pe CaPeD, EPRODUCD, STORED OR ae BERNARD MCMENAMIN
iid www.aquapontoons.com.au Date: REVISON
SRMUEATED my WAY et aooress 1,9 MOSSMAN COURT 23/03/2018 | Q {MARK WICHLINSKI
CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 848 ‘A3._ [AS SHOWN [ DKE | 10F 1 NOOSA HEADS, REPO: 1663
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