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Approved Plans - OPW14/0119
Plans and drawings: the text below has words only, no drawings.
-
NOOSA COUNCIL
APPROVED PLANS
OPW14/0119 2 APR 2014
[OCR of page images]
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
MINIMUM WATER RL 0.44 AHO
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS
TOP OF WALL
RL 1.0 AHD
| Wes
|
|
ge; |
|
|
u
FRONT ELEVATION
1:100
J
/
r~ EXISTING REVETMENT 1-Mt6- Z| y
DO NOT FIX JETTY
TO REVETMENT WALL
~—————— PILES:
200 TREATED
HWD POLES
9000 OVA
FRAMING LAYOUT
1:100
u
SIDE ELEVATION
JETTY USE:
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS
WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa
MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 m/sec
PILES:
ALL PILES SHALL BE APPROVED
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159
PILING CODE
NOTES:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
2. UNLESS NOTED OTHERWISE ALL. CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
AGENCYS' OPERATIONAL POLICY - “BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS.”
3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED
OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM ALLOY
OR STAINLESS STEEL BAND.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
SEAHORSE PLACE
1200
! 4100 OVA !
LOT 347
RP 895073
oS)
REAL PROPERTY
DESCRIPTION
PARISH WEYBA
COUNTY MARCH
ONE Mie 816 et
er en 160 x76 i x ne 0x7 |
° 180 x 76| HEADSTOCK o——}-——- M16 8/8 k : te
a STRINGERS TT eee | mmo rrearen
25 NOM INTO PILE | J
TYPICAL SECTION SPLICE JOINT DETAIL
RAEFFER GOVINI
PROPOSED
JETTY & BOATLIFT
LOT 347 (No.22)
SEAHORSE PLACE
NOOSAVILLE
Norden
Ww Engineering
ae Structural | Civil Design Engineers
™ Suke 16 ‘Tewentin Pleza"
Poinclana Avenue / PO Box 1153
Tewantin Q 4565.
Ph: 07 84407137 Fax: 07 84497172
www. nordenengineering.com
DRAWN DATE
8 ASHTON MARCH 2014
seas a
NOOSA COUNCIL pacwonne | ee,
APPROVED PLANS an
OPW14/0119 2 APR 2014 WORKING DRG
AMENDMENT
J1079-1
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-
NOOSA COUNCIL
APPROVED PLANS
OPW14/0119 2 APR 2014
[OCR of page images]
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD _
TOP OF WALL
| | RL 1.0 AHD
MINIMUM WATER RL 0.44 AHD
PILES:
ALL PILES SHALL BE APPROVED HARDWOOD
AND TREATED TO HAZARD 6.
ALL PILES SHALL BE INSTALLED IN ACCORDANCE
WITH AS 2159 - PILING CODE
MAXIMUM TOTAL
BOAT WEIGHT
1500 kg ELEVATION
1:50
8
}~-——— 100 x 60 x 6.0
8 ‘C' SECTION
10mm WINCH
PLATE AT 1:5
ongte a8 Pm 100 x 50 x6 xn ~~ y
400mm WOBBLE ROLLER 1 2SAPPROX ° Ay
APPROX PILE TOP RL 0.94 | onte ss pin SO x60x3.0RHS. +
50x50 x 3.0 RHS / —4 ; —ssamsne soos 1x00
APPROX PILE TOP RL 0.96 ee — . }-———100 x 100x6.0 PLATE _
_— x WELDED TO 100 x 100x 6.0 EA
MINLWATER RL OAMAHD © a)
100 x 50 x 3.0 RHS L 100 x 100 x 6.0 PLATE
2x 216 S/S BOLTS WELDED TO 100 x 100 x 6.0 EA 4 GaSO aRTEERTES
HWD PILES TYPICAL
-— gesree n
FRAMING ELEVATION
4:20
3900 1300
re + + +
= pas E : L 50x 80 x 3.0 RH8 ———-=-f. + 4
8 100 x 50 x 3.0 __.| 100 x 60 x 3.0 RHS ——= .
g RHS ' — eo eerese 7 eSNG CONCRETE
hada] | ha
Hale -P Le aL] : 1 VE : ——- — SS
& +e [ Ta H 7
= ;
tam > | rh | | | ‘N\ 100 x)60 x6 | \ veoxe X6EA |
é 100 x 100 x 6 EA @40 BRACE
ROLLER
8 us WOBBLE ROLLERS
ar | NA
360 He 2180
80x 60x30 RH8 1] "WOBBLE ROLLERS
(NOT SHOWN)
4! ne :
8600 OVERALL
+
FRAMING LAYOUT
4:20
1. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY
WITH THE AS81664 - “ALUMINIUM STRUCTURES CODE", AS10665 - “ALUMINIUM
WELDING CODE”.
2. ALL ALUMINIUM SECTIONS SHALL BE 6061/T6 ALLOY WITH 6086 OR 5063
ALLOY FOR PLATE.
3. ALL WELDING SHALL USE A FLUXLE8S PROCESS SUCH AS MIG OR TIG.
WHEN WELDING 6061 TO 6061, USE 4043 ALLOY FILLER.
WHEN WELDING 6061 TO 5006/6063, USE 6356 ALLOY FILLER.
4. STAINLESS STEEL, WHERE NOMINATED, SHALL BE ALLOY 304 OR 316.
300mm ROLLER
ON 616 8/8 PIN
2/816 S/S BOLTS.
SECTION X - X
1:10
NOOSA COUNCIL
APPROVED PLANS
OPW14/0119 2 APR 2014
——————- 100 x 80 x 6.0
‘C' SECTION
po————. 100 x 100 x 6.0
EA
100 x 100 x 6.0
PLATE WELDED
TO 100 x 100 x 6.0 EA
2200 MIN TREATED
HWO PILES TYPICAL
RAEFFER GOVINI
PROPOSED
JETTY & BOATLIFT
LOT 347 (No.22)
SEAHORSE PLACE
NOOSAVILLE
Norden
Nw Engineering
a
Structural / Civil Design Engineers
Sulte 16 ‘Tewantin Plaza”
Poinclana Avenue / PO Box 1153
Tewantin Q 4665
Ph: 07 84467137 Fax: 07 54497172
Wwew.nordenengineering.com
DRAWN OATE
MARCH 2014
WORKING DRG
“J1079-2 |
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