Council archive · source document
OPW14/0262 - Approved Plan
Plans and drawings: the text below has words only, no drawings.
125
ONE M1B SIS
VERTICAU. Y
-fi-
502, JETTY USE: 150)( 75 STRINGER
35' SINGLE USER, PRIVATE 150.75 7go 150x75
11M16 SIS
NO VEHICULAR ACCESS
• 150 X 75 HEADSTOCK
• 11M16 SIS
1-M16 SIS
25 EACH BEARER
WALKWAY DECK VERTICAL RECESS HEADSTOCK 0200 TREATED 0200 TREATED
& STRINGERS HWD PILE HWDPllE
DESIGN LIVE LOAD - 2.0 kPa 25 NOM INTO PILE
MAXIMUM MOORED VESSEL
LENGTH.5.0m WEIGHT - 1500k9 TYPICAL SECTION SPLICE JOINT DETAIL
BERTHING VELOCITY - 0.5 mlsec
1:20
HANDRAIL:
PILES: RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS
ALL PILES SHALL BE APPROVED ______________ MAXIMUM RECORDED FlOOD lEVEl Rl2.00 ~ __
HARDWOOD AND TREATED
TO HAZARD 6. DECK
Rl1.0AHD
ALL PILES SHALL BE INSTALLED
LOT 883
IN ACCORDANCE WITH AS 2159 MINIMUM WATER Rl 0.44 AHD
----------
PILING CODE -EXISTING
853 m2 \ I REVETMENT
\... STONE WALl
PfTCHING
II
NOTE: II II
THE HEIGHT OF THE PILES ~ II
II
ABOVE NATURAL GROUND
II ~
~ II
II
SHALL NOT EXCEED THE IF II
II
II
u
~ II
PILE DEPTH IN THE II II II
u
NATURAL GROUND ~ II II II
II II u
II II
~_ u u SIDE ELEVATION 1:100
FRONT ELEVATION 1:100
EXISTING REVETMENT
WALL
JETTY USE:
SINGLE USER. PRIVATE
. -l "'--
_ DO NOT FIX JETTY
TO REVETMENT WAll.
NO VEHICULAR ACCESS
"<5
~,t'35' 277",
DECKING:
25x 140 F14 HWD FIXED
TO BEARERS WITH TWO WALKWAY DECK VERTICAL R HANNIGAN
STAINLESS STEEL
\ PROPOSED
JETTY
_
~:e
75
-
I!!
SCREWS EACH END
HANDRAJe
RIGID HANDRAIL
DESIGN LIVE LOAD - 2.0 kPa PROPOSED
JETIY
"
~
\
NOTES:
,.UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABIUTY CLASS 1 -.I -! .-1
~ • ~ . ~ TDCCMPlYWlTH
CCUNCILREDUCATIONS MAXIMUM MOORED VESSEL - 5m LOT 883 (No.29)
ffl
Of APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 MIN. BERTHING VELOCITY - 0.5 mlsec
WATERSIDE COURT
\
2. UNLESS NOTED OTHERWISE AU CONSTRUCTlON SHAlL COMPLY WITH
- -PILES:
~I.~
THE ENVIRONMENTAl PROTECTION AGENCYS' OPERATIONAL POLICY - "BUILDING
1167 AND ENGINEERING STANDARDS FOR TIDAl.. WORKS,' NOOSAVILLE
3. ALL STAINLESS STEEL BOLTS. ROOS, ETC., SHALL BE APPROVED MARINE ~~~D
REAl PROPERTY
DESCRIPTION
GRADE 316. ALL OTliER STEELWORK INCLUDING NUTS, BOlTS, WASHERS,
SCREWS, NAlLS. ETC .• SHALl. BE HOT DIPPED GA.l.VANISED OR STAINLESS STEEL .d
M laS Norden
Engineering
LOT 883 .•• TOP OF PILES SHAlL BE SEAlED AND FUllY CAP FlASHED OR RINGED WITH
RP 906963
PARISH WEYBA
COUNTY MARCH
\ AN AlUMINIUM ALLOY OR STAINLESS STEEL BAND.
5. DIMENSIONS AND LEVELS St-Wl.. NOT BE SCALED FROM THE DRAWINGS.
•
1-M16
SIS
Suitel 7 & Hll1 CooIooIa Centre 97 PoInciana Av
Tewan~nQ 4565 PO Box 1153T~tIn Q 4565
\ +e1754497137
+517544971n
FRAMING LAYOUT "00 PILES:
_.nordeoonglneering .rom
ALL PILES SHALL BE APPROVED DRAWN
SITE PLAN 1,200 HARDWOOD AND TREATED
DA"
SASHTON
TO HAZARD 6. JUNE 2014
- ALL PILES SHALL BE INSTALLED SCALE
IN ACCORDANCE WITH AS 2159
NOOSA COUNCIL PILING CODE AS SHOWN / ..
t, RPEQ.
APPROVED PLAN ISSUE
OPW14/0262 19 JUN 2014 WORKING DRG
ORONO. AMENDMENT
J1219-1
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