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Development Application - Part 2 of 2 - Plans - OPW13/0502
Plans and drawings: the text below has words only, no drawings.
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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