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Development Application - Part 2 of 2 - Plans - OPW13/0502
Plans and drawings: the text below has words only, no drawings.
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X0028896
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THIS IS THE FIRST PART OF A
MULTIPLE PART RECORD
~t\Part~Of 2-
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Application number: o’)CL..- .
T:U&:AMIBCS IAMlINFORMATION MANAGEMEN1\RECORDS MANAGEME
conQ:e.velepmenrtcG!ttflte-r
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Page 2
HANDRAIL:
RIGID HANORAI.TO CXlNPly EXT1:N8ION
wnw OOUNCL llONS
JETTY USE: iTOEXroJElTl_
SINGLE USER. PRIVATE _ _
_MAXIMUM REOOADeD R.OOO lEVEl RL 2.00 AI<<>
NO VEHICULAR ACCESS DECK
RL 1.0
........WATERRL0A4AHO
----
WAlKWAY DECK VERTICAL ElCISTI’IG
DESIGN LIVE LOAD - 2.0 kPa
~S1OfEy
PfTCHING
II’
MAXIMUM MOORED VESSEL 5m - " II "
II
BERTHING VELOCITY 0.5 mIsec -
II " II ~ II
II II III II
" " " u
PILES: " II II
MASTHEAD QUAY REAL PROPERTY
U u u
ALL PILES SHALL BE APPROVED
HARDWOOD AND TREATED 18000 DESCRIPTION
""-0:"’"
TO HAZARD 6.
SIDE ELEVATION LOT 614
ALL PILES SHALL BE INSTALLED
RP883864
IN ACCORDANCE WITH AS 2159 FRONT ELEVATION 1:100
PILING CODE PARISH WEYBA
1:100
COUNTY MARCH
NOT
1. IKESS NOTED 0TliERWISE AU.TNIIER SHALL BE DURARITY QASS 1 OF APPRO\IED SPECIES
AND HAVEA~ 8TRES8 GRADE OFF1....
~
2. UNlE8S NOTED OTHERWISE AU.CONSTRJCTION SHALL COIF\..Y WITlf THE EN\/IRONMENTAl PROlEC lION
/IIGIEHC’(ff OPERATlONAl POlICY ’9UILDING AND ~
- STANDARDS FOR TlIW.WORI<8."
3. AU.STM4lE88 STEEL BOLTS.RODS,ETC..StW.1.BEN’PRCN’ED _ GRADE 31.. H.LOlllER
S1&I..WORK ~NUTS. BOlTS.WASHERS.SCREWS.tV.IUI. ETC..StW.1.BE HOT DIPPED GAlVNI8ED
OR STA1NLES8 ST
4. TOP OF PI.EB StW.1. IEALB> NIID FUU.Y eN’FI.A8HED OR RINGED wmt AN ~HJD(
OR STAINlES8 8T1EEL BAN).
LOT 614
5. DfMEN8lON8 NIID LEVELS SHALL NOT BE 8CAlBl FROM THE DRAWINGS.
125
~ ~
-A- ~;
760m2
~~~
150,,15
L. HOLLAND
l lBl
1l1OO HWDPIlE PROPOSED
JETTY EXTENSION
LOT 614 (NoAO)
SPLICE JOINT DETAIL
MASTHEAD QUAY
1:20
~ NOOSAVILLE
RAIIRJNI( PTY LTD T/A
i ~ DECI<ING:
25 x 140 F1.HWD FIXED 1tiOO 2110
J & Associates John Norden
I TO 8EMERS WITH 1’M)
112110 LOlA IL tIOOO L aooo
aTA1N1.E88 STEEL
1 11 1
SCREWS EACti END
OtEM18S/S
VERT1CAI.1.Y
18000
c.>U "’....
. IOf 010 263 an
ICMI0-...........
...-..
!
150"75 STRINGER
PRo POSED
NSON ~
I EXISTIHG
IIOAlUFT A
SUllo 18 ’f-’"PiIIm"
F’IahlIIna __, PO
T-"’Q4185
_
~
,,...,0818
,,,,,,.8/8 ~I J
~ I Ph:or 64487131 Fa:or 64487112
EJNI: .....’iOdoI.an..n.t
RECESS HEHXITOCK
& STRI’IGERS
25 NOM INTO PIlE
azoollBl
HWOPI.E
I ~~ -’.:- C!:; ....
I lIRA""
8MHTON
DATIl
JUME2013
4800 EXTENSION 7’8110 48OO0IA 8250
-+ f f ~ ICJIU
NS
TYPICAL SECTION SITE PLAN IIM
1:100 1:20 1:200
DRGIIO. ~
13174-1
Page 3
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 ~
,
-A- ~~ i~
-
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
~22’~
1 11 1
. IOf010K3ff17
,- nre! I ChlIJeIIIII. *’
. .
-’.- -ONE10118 1118
1-1’" ...18..,.....--
i
IIER1’ICY
~".~f ~’~
-
rY "’"
~
180.71181 RI_"R
PRr P().~ED
A ........_ I POba
~I
EXlSliHO T....a...
{~~DJe~ Je’ ~, I!!
,
I! y, ~u= t ,,..,881S E>CT$NSON ~
~
1Kli’l\ET
I’ll: rn S441TfS7 Fe:rn 84411172
.r!I’\~1 ;11 JlJJJ
..
711 HEAUe lOCI( . ,,..18S1S TOJfTTY ~ Ent:ru I Mi’ "’-
~ >--
-’t.- -’Ir-
. 180 .
rl.-
2811 ~ DItA"" IlATW
~ ~..:n_
~~
d~!IO
11
~Ir AECE8I HEAD8 lOCK
&STRJNGER8
2!5 NOM INTO PI..E
IIJ2IIO TREATED
HWDPLE
4
7
--,J~
~OIA
f
ILl.-
I2l1O
~ ICALI!
IA8HTCH
~~
~
V ~
-t t-
~ ~ f 108
/’
~’---,-/ ..
_.......APeQ.
.
\
TYPICAL SECTION SITE PLAN ... ’- ~
.
FRAING LAYOUT WORKINGDRG
1:200
1:20
~ L~y
1:100 Mlll’1DIII!II’T
DMIIO.
13/74-1 I
Page 4
HAHDRAIl:
RIOlO HANORAIl 10COMP..Y EXT
WITH CXJUNaL REGUlATIONS- 10 EXro
JETTY USE:
i t
MAXIMUM ~FlOOD IZVB.RL 2.00 AHD
SINGLE USER, PRIVATE
TOP OF WALl
\
NO VEHICULAR ACCESS DECK
RL 1.0 AI,1l
RL 1.0AHD
\ !
-
~ -..uW"TBI RL 0..44 AHD
WALK!NAY DECK VERTICAL EXISTlNQ-=:J’
DESIGN LIVE LOAD - 2.0 kPa
-
REVETlIEHT
WALl
STONE
yT ~
PlTCHlIIG J
~ -!;",L
~ II
MAXIMUM MOORED VESSEL -
5m II ~II II
11
II ~-
11
8 118
BERTHING VELOCITY 0.5 m/sec II II II III
-
11 I I III
11
II II IIi 1111 "i
II II II U
II II II
-’,- U -’.-11
PILES: 11 MASTHEAD QUAY
u u u-’~ REAL PROPERTY
ALL PILES SHALL BE APPROVED U -’~
HARDWOOD AND TREATED 1l1000 DESCRIPTION
..,. :a""-
TO HAZARD 6. SIDE ELEVATION lOT 614
ALL PILES SHALL BE INSTALLED
RP 883864
IN ACCORDANCE WITH AS 2159 FRONT ELEVATION 1:100
PILING CODE PARISH WEYBA
1:100
COUNTY MARCH
NOTES:
1. IJNlES!I NOTED 0Tl1ERWISE ALl -mER 8tW..L BE 0URABIlITY a.ASS 1 OF APPROVED SPECIES
AND HAVE "MlNtt.I\JM STRESS GRADE OF Fl.MIN.
2. UN\..ES8 NOTEll OTHERWISE ALl CONSTRUCTION 8HAU.CONPLY WITH THE ENVIRONMEHTAL PROTECllON
AGENCYS" OPERAT1ONAI.POLICY "BUIlDING AND ENOINEERINQ STANDARDS FOR TIDAl.~.’
3. ALl STAN.ES8 STEEl.. BOLTS, ~
.
ETC., 8HAU.8eAPPROVED MARINE ClRADE 318. ALl cmER
S1EEl.WORK INCLUOCHG NIJT8, BOLTS,WA!It1ER8, SCREWS,NAILS. ETC., 8HAU.BE HOT DIPPED GAl.VAHISEO
OR STAlM.ESS ST
g
.. TOP OF PlLa!!HALLBE SEAlE)AND FUllY eN> RASHED OR RlNOeD WITH AN ALUMINIUM ALlOY
OR STAINLESS STEEL BAND.
lOT 614
e. DIMENSIONS AND ~8HAU.NOT BE SCALEll FROM TliE DRAWINGS.
125
~ ~
-H- ,
I~
760m2
~;
-
l!!O x 7S (
~u )-’’-.,8’’ l!!O.7S
--lr’
l\, 30
~
’--1-M18818
~~
25
~
EACH
TREATED
L. HOLLAND
1500
HWOPlU: PROPOSED
L L
1 T Vj../ JETIY EXTENSION
v ’V LOT 614 (No.40)
SPLICE JOINT DETAIL
MASTHEAD QUAY
1:20
~ ~ NOOSAVILLE
~I
,
.
,
~
’-,-1.118
818 PORTION OF EXG
TO BE DBIOUSHEO
JETTY"
\
/’
7 I ~ OECICJMQ:
25 x 140 Fl.HWO FllCED 1800 2l1li
J &
John Norden
Associates
RA8lUNlCPTYL1OT/A
~ 10 IIEARER8 WITH TWO
STAINlESS STEEl
112l!O LOlA U. 3000 L
3000
1 11 1
I~
,!>
150 t5
~Ir-
!!CREWS EACH END
-ONEMI8818
1l1000
"OJ"a",,’
. /IOf 010 263 rt17
..-/CMDoIIrIt. .
~!>;- y
’
f
~...~ ~VIe~ ~’Ie:-~:~ ~
;
~
~
vr .rr tJ I
..., 150x 7S 8iRiNGER
PRO ED ~ EXISTING
A
...,.’T-*tPIIIi"
PeIi_."_1 PO_2OII
T_Q_
=a~
1....,8818 _TUFT
~
-’I.--
;:
;
~ J:!I\.21
~~I "U~llJJ
~
~"~
~_
.~.... ......-
. 150 x 7S HEAD8TOO< . ,....,8818 TOJ
~ Ph: C115M171S7 Fa:C111140181112
&nil:n..ao-.......on..nIt
V ~~ r Ir
\/j:L=r ~J4= DllAMI DAn
RECESS HEADS i 0Ck TREATED
8
&STRJHGERS HWOPILE I’LIr-
I 25 NOIoIINTO PILE
IA8HT’ON .AJNE2013
I
,
’-.../C ~ ~ 7’8SI
f
480001,0.
f
82110
~ ICAI..!
r ),.
All !IHO’MI . .
R
.
FRAING LAYOUT TYPICAL SECTION SITE PLAN
.
--
WORt<<N DRG
,
\~ 1:100 1:20 1:200
~NO. UllFIDMI!NT
13/74-1
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