Supporting Documents - 49 Mossman Court Noosa Heads · OPW18/0125

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1145
13139 5000 £
Fvessee | | PLANS AND DOCUMENTS ,
ir vi L 3
SW 70m x 34m referred to in the REFERRAL
er = AGENCY RESPONSE otce
e
S SARA ref: 1805-5297 SER.
Date: 18 May 2018
dy @315 PYC CONCRETE PILES.
= WITH @490 HDPE SLEEVES
=
EXISTING 2 EXISTING
MOORING se MOORING
STRUCTURES as STRUCTURES
7 13.0m x 135m
ALUMINIUM GANGWAY
70.115 243° 16°
s
a k—4310-—F
LOT 88 e EXISTING 1020mm WIDE s LOT 90
& CONCRETE ABUTMENT §
& 8
3 LOT 89 5
ce ON CP N21847 ®
PONTOON DESIGN
SITE PLAN ~ SCALE 1:209
5000
30 FLOATATION
GENERAL NOTES 31 POLYSTYRENE St GRADE FOAM T0 BE ENCASED 500 ~ a 000
1M HGH DENSITY POLYETHYLENE MEMBRANE FULLY 2000 i 2000 1
10 GENERAL NOTES WELDED AT THE CORKERS AND JONTS TO FORM A 1
11 THE WORKS THAT ARE SUBJECT OF THESE COMPLETE SEAL IMPERVIOUS 10 MARINE ORGANISMS == —
SA oon tape oe f Pea ls FoR KNOWN TO ATTACH FO SUCH STRUCTURES UNDER Tv
CERTIFIED ON THESE PLANS. BEE ys 3 MOORING CLEATS
12 ALL STRUCTURES HAVE BEEN DESIGNED 10 £0 cOMcRETE
AUSTRALIAN STANDARDS AS11701 4.1 ALL CONCRETE WORK TO COMPLY WITH AS36090.
13 THIS PONTOON HAS BEEN DESIGNED TO COMPLY 42 ABUTMENT CONCRETE STRENGTH TO BE 32 MPa 5.0m x 30m FLAT DECK
WITH ALL RELEVANT AUSTRALIAN STANDARDS: WiTH Blom SLUMP. CONCRETE PONTOON
AND WILL BE STABLE AT ALL TIMES. THE PONTOON 43 POWTOON CONCRETE STRENGTH TO BE GO uPa Ss
HAS BEEN DESIGRED SO THAT WHEN THE SPECIFIED WITH Bam SLUMP. Ss WITH MARINE GRADE CARPET
LIVE LOAD 15 DISTRIBUTED OVER HALF THE WOTH 4.4. MMUMUM COVERAGE TO REINFORCEMENT KOT TO ce
OF THE PONTOON AND OVER THE WALKWAY, THERE BE LESS THAN Stn |
IS NOF LESS THAN 75ma OF RESERVE FREEBOARD |
ANO THE ANGLE OF TILT WiLL NOT EXCEED 20° so Steet
Si ALL STEEL WORK 10 COMPLY TO AS41900 | LIGHT POST
20 DESIGN(DADS 52 ALL STAMLESS RESTRAINT CABLES TO BE NtartUnt
2.17 MAXIMUH VESSEL LENGTH -7.00 bmn DIAMETER ANO GRADE OF 316 AS PER AS28637
(212 MAXIMUM VESSEL BEAM - 3.tm 53 ALL STAINLESS STEEL FIXTURES AWO FITTINGS TO L
213 MAXIMUM VESSEL MASS - 6.000k9 BE A GRADE OF 316 AS PER AS28637
22.1 MAXI VESSEL ORY BERTH LENGTH - N/A GANGWAY
Boece 86 ete re ed ill
. : /ORK TO COMPLY WITH AS 1566.
23° MAXUM WAVE REGHT - 30000 2 “atumnun G@aDe 70 36 NOT LESS THAN 6063-15 WITH 400 HOPE SLEEVES
24 MAXIMUM BOAT WAKE - 500mm 63 ALL WELDS TOBE bora CFW WITH ALL BUTT WELDS
25 HAXIIUM WIND YELOQTY - }in/s 70 BE FULL PENETRATION. PONTOON DESIGN
26 DESIGN LIVE LOAD FOR PONTOON & GANGWAY - 20kP2 54 FABRICATION TOLERANCES +/- 500 POUTOON PLAN ~ SCALE 1:50
coer Chae Mtn Pombo PONTOON & MARINE CONSTRUCTION by [REV] BATE _ | REVISION DESCRIPTION, PRokCF PROPOSED PONTOON & GANGWAY one Pree }
a ROM Tes DOCUENT AY BE AQUA PONTOONS ea. rm SITE PLAN, PONTOON PLAN & GENERAL NOTES |AP 3523-01 i
v0
ree ee ahs Gar ee Www.aquapontoons.com.au Gent ~~ BERNARD MCMENAMIN aaa
Pa weeps san parersaeseme Taner] soe | MRSS. -49 MOSSMAN COURT 23/03/2018 | Q {MARK wicHunser
‘CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 B48 A3 [AS SHOWN | OKE. | NOOSA HEADS REPQ: 1643