Council archive · source document
Development Application - Part 2 of 2 - Plans - OPW13/0502
Plans and drawings: the text below has words only, no drawings.
tWI[lRAIl;
RIGD tW<<lfWlTO COMPlY EXT
wm1 COUNCIl AEG\AATlONS- TO EXm
i 1’-
IoWCIUUM RECXlADED I’LOOD I..EI/B.RL 2.00 N
JETTY USE:
SINGLE USER, PRIVATE TOPI7WAU.,
DECK RLl.0Al<<>
NO VEHICULAR ACCESS RL l.ci AI" \
~ ...-...WATER RL OM N
l
EXISTING.-f
-
WALKWAY DECK VERTICAL
DESIGN LIVE LOAD 2.0 kPa -
_L..
REVETlIEHT
WAU.
~
y’ ~
PITCHING J
~ "’ii...I..
11111"’_
II ~II ~II 8 II
118
II
MAXIMUM MOORED VESSEL 5m -
lEI II II
II II II IIIIl
BERTHING VELOCITY 0.5 m/sec ,
III I
-
II II II II
II
U
II II II --’--
u --’1.-1 I MASTHEAD QUAY
II II II II REAL PROPERTY
PILES: U
u u u-’j.- -’I<-
11000 DESCRIPTION
ALL PILES SHALL BE APPROVED eo"22’3I!"
HARDWOOD AND TREATED LOT 614
TO HAZARD 6.
SIDE ELEVATION RP 883864
ALL PILES SHALL BE INSTALLED
FRONT ELEVATION 1:100 PARISH WEYBA
IN ACCORDANCE WITH AS 2159
PILING CODE COUNTY MARCH
1:100 I
I
~:
BE OURABIIJTY a..A!I8 1 17 91 [CEll
1. UNLEl!8 NOTED Q’TlERWISE AU.’T1MIIER SHHJ.
AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
2. UNI..ES8 NOTED 0’TlERWISE AU.COHSTRUCTlON
AOENCYS’ QPERATlONAl POlICY -"8UIlDtNG AI<<>
3. AU.STAN.ESS S’TEB.BOt.TS. RODS.ETC"
8IW.L CONPLy WITM ’TlE 9II/IRClNMENTAL ~CT1ON
ENGINEERING STANDARDS FOR T10AL w .’
8IW.l1IE N"f’ft/:NED MAAINE ClIWlE 318. AU.cmER
ETC.. StW.l.1IE HOT DIPPED GALVANISED
e]
S’TEElWORK I’ICLUOII’IG HUTS.IIOlTS.WMHERIl. SCREWS.NAILS,
OR STAINLESS STEEL
eN’R..ASHED OR RlNOED wm1 AN Al.lMIIl\JN LOT 614
4. TOP 17PllBI !IHAU.BE SEAL!O N F\ll.Y
OR STAINlESS STEEL llANO.
15. DIMEH8IOHS AND LEVELS 8IW.L NOT lIE SCALED
FROM nil! DRAWINGS.
128 II II
760m2 ~
,
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-
I-.
180.711 (,....U:--I.....70 180.711
1\ f.... ~
1:.; 1~81118
EACH BEARER L. HOLLAND
~~
CIJ200TREAT PROPOSED
HWDPII.E
L
1800
L JETIY EXTENSION
1 1 ~
I
LOT 614 (No.40)
.
IV V
SPLICE JOINT DETAIL MASTHEAD QUAY
1:20 NOOSAVILLE
I ~ ~ ItA8R!JIII( PrY LlD T/A
~
’-,oNI8
SIS PORTION 17 EXG JEllY"’\. 7
~
t NQ: 1800 2110
J John Norden
& Associates
TO BE DEMOlISHED
~ ~ 28.140 Fl.HWD FDCED 112110 I.OIA IJ. 3000 L
3000
\
7 ~
iJ ~-==:=
TO IIEAAER8 WITM TWO
STAINlESS ST1
SCREWS EACH END 11000
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1 11 1
. IOf010K3ff17
,- nre! I ChlIJeIIIII. *’
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1-1’" ...18..,.....--
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IIER1’ICY
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180.71181 RI_"R
PRr P().~ED
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~
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I’ll: rn S441TfS7 Fe:rn 84411172
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711 HEAUe lOCI( . ,,..18S1S TOJfTTY ~ Ent:ru I Mi’ "’-
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. 180 .
rl.-
2811 ~ DItA"" IlATW
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d~!IO
11
~Ir AECE8I HEAD8 lOCK
&STRJNGER8
2!5 NOM INTO PI..E
IIJ2IIO TREATED
HWDPLE
4
7
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IA8HTCH
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_.......APeQ.
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TYPICAL SECTION SITE PLAN ... ’- ~
.
FRAING LAYOUT WORKINGDRG
1:200
1:20
~ L~y
1:100 Mlll’1DIII!II’T
DMIIO.
13/74-1 I
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