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OPW14/0307 - Application for Prescribed Tidal Works
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GENERAL NOTES:
10 ALL [HNSUlS AI{] LEVELS ARE TO BE VERFED B'l SITE. 170 DESIGN PARAr'{TERS
Wffi
20 Wf£N ~ OCUlT :ASK DO t{)T SCAlE - BASIC Wit{) SPEED
Vu • 57 m/s
30 ALL llMENSIB'lS ARE SHJWN ~ MIlLtt: TRES uno
- TERRAINCATEGORY T(2
40 ALL LEVELS ARE SHJWN IN r'£TRES At{) ARE REIl.(ED TO - GUST DURATOI • 30sec
CHART DATIJ1 (COl
WAVE
50 PUS - WIt{) GEM:RATED WAVE
- HlERANCE FOR DRIVNi ~ PlAN '1- 50 lOOt H••••• 06m
r'£ASLll£D AS THE WORST C()'1BtlATOl OF PlAN - BOAT WAKE
DEViAlllN AI{] OUT OF Pllffi OVER flU lllAl RAta. H••••• oSm
VERTICAL • 1 ~ 150 MAX OUT OF Pllffi
- CB'lTRACTOR 10 ADVISE EIO£ER f BED LEVEL OfFERS FR()'1 BERT~ WACT
DESGl LEVEL BY MORE THAN 300tm - APPROAC~G VELOCITY
v • 03m/s
60 P(JHDB'l Dtt:NSUlS ARE IO'1INAL FLOOJ CURRENT
- [HNSOIS ARE r'£ASLll£D TI"&R 10 TtIll:R 0100 flOOD
V ••••• 15m/s
70 PONTOB'lS ARE TO BE CB'lNECTED TOGETHERWITH TtIll:R
WAlERS AlL VESSELS SHALL BE RElilVED UNDER FLOOJ cmOTKJlS
RevisilYls
80 AlL THRU-RCllS ARE TO BE H2O t01NAl RQL THREADEDRIll LIVE LOAD B'l PB'lTDDNS
(GALV) EX 18Srrm [lAo SPACIt(j TO VARY WITH LOCATOI This pion is copyright and connot
- HAX UNfORtt. Y OSTRIBUTED LOAD 3 kPa
be used or reproduced without
90 ALL TtIll:R DESIGN AI{] CDNSTRlUOl TO BE ~ ACCORDANCE - FREEBOARDUt{)[R DEAD LOAD 400 • 2Smm the written permission or
WITH AS 1720 1 International Morino Consultants
WAlER SIZES
DESIGN VESSELS (MAXI
LOCALITY PLAN
- 2150 x 200 GRADE Ff7 HARDWOOJ VESSEL LENGTH WNl PROflE AREA 1m') OSPlACEr'£NT SCAlE, NTS
- AlL TtIll:R 10 BE SEASG'lD AI{] TREATED ~ (m) BEAM HEAD Ul International
ACCORDANCEWITH AS 1604 10 220 70 60
- STRUCTURAl TtIll:R MJST t{)T BE CUT OR ORUED FOR 65 130 4.1 2.6
Marina
ANY REA~ OTHER THAN SHOWN ON THESE ORAWNiS
100 AlL WELDS TO BE (()'1f'lETE PENETRATKJI BUTT WELD OR 6rrrn
53 106 33 16
Consultants
4.1 80 26 08
FUEl WELD AS REIlJRED UI'lO Consullonts to the lIorino Industry.
110 ALL All.H/U1 WlJlK 10 BE ~ ACCORDANCEWITH AS 1664 180 THE PROf'OSED PB'lTOON C[MUS WITH Hf GlnLN:S
LOT 158 International lAarina
Consultants Pty. lid,
- ALL EXTRUSIONSTO BE TYPE 6061-16 OR 6082-T5
- PlATES TO BE TYPE 5083 TEMPER H321
uno ~ AS3962-2001 'GI.IlElN:S FOR DESIGN OF MAR~AS'. SP146043 A.C.N. 079 905 481
- AlL WELDS SHALL BE I£RT GAS WELO USt(j PllSE MLG 19.0 THE WORKS WlL BE STRUCTURAlLY ADEIJJATE FOR ANTCPATED USAGE LOCAL GOVERNMENT : SUNSHINE COAST RC 473 Amerley Road
OR TlG FUSKJl WElOIt(j PROCESS Amertey 110 4103
- ALL WlJlK SHAlL BE NEAll Y FNSHED WITH AlL 200 THE WORKS C()'1Pl Y WITH ALL RElEVANT CODES - NCLUDING THE DEHP'S LOCALITY : NOOSAVILLE Auslrall<!
SHARP EOGES GRU.NJ SMOOTfl DPERATOlAl POn. BUlONG AI{] E~ERIt(j STAl{]ARDS FOR mAL WlJlKS Ptme lO7I3892 5711 Fax (07)3892 5611
- AlL WELDS TO BE COMPLETE PENETRATKJI BUTT WELO Email , inC@rr(-mamascom
120 AlL STEEl AI{] AlUMN.t1 WlJlK SHAlL BE NEATLY FNSlfD CLIENT:
WITH AlL SHARP EOGES GRU.NJ SMOOTH
130 PtE GUICE BlOCKS ARE TO BE AD.lJSTED AS REOORED TO
BA YENO PTY. LTO.
SlUT PtE SIZE AI{] POSlTKJI ON SITE
, ClEARANCE MUST BE PllOVOED BETWEEN PIlE AI{]
Gln 10 PREVENT 'HANGt(j' OF PB'lTDB'l UNDER
flU lllAl RANGE.
PROJECT:
140 C(l'l(RETE
- ALL C()(RETE WORKS SHAlL BE ~ ACCrnDANCE WITH AS 3600 U DRIVE BOAT HIRE
- ~IUI CONCRETESTRENGTH I'c • SOt1'a
- AlL STEEL RE~(ll(Er'£NT TO BE HeT 01' GAl VM1ZED
BERTHING REARRANGEMENT
150 WALKt(j SURFACES SHAlL BE F1NSHED~ AC(ORDANCE WITH AS4586
TITLE:
16.0 INSllA lllN GENERAL NOTES &
BO. TED MATERIAL INSllATIt(j MATERIAL
LOCALITY PLAN
AlLt1M.t11 GAlV. DURALAC ANTI CORtROSIB'l
STEEl ClJI'f'QN) OR NYLB'l
SEPARATKJI WASHERS
ALIJ1NIJ1 I CONCRETE 3mm NEOPRENE L-/---"" Dale: 29/0512014
STEEL I CONCRETE 3mm t«DPREt«
J. trtEMAN Drawln No.: 4656-100
Scale: NIL
REGISTERED PROFESSIONAL ENGINEER
~ FOR APPROVAL ~ OF QUEENSLAND NUMBER : 2938 Drawn By: JC Designed By:
pproyed By:
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