Council archive · source document
Approved Plans · OPW11/0291
Plans and drawings: the text below has words only, no drawings.
ef Pa GT
NOTES: SCRC CORRESPONDENCE
PHANORA ae cere is TAD AVE A Gree ee BER HL BE DURABILITY CLASS 1 OF APPROVED SPECIES. | | | | HH | | | ll
WITH COUNCIL REGULATIONS ea VEHICULAR ACCESS 2, UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION B0406382
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD AGENCYS' OPERATIONAL POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS.”
cK TOP OF WALL
RL 1.0 AD fase HD STEELWORKINGLUONG NUT, BOLT, WASHERS, SCREWS, NALS, ETC, SHALL Bz HOT DPPSD GALVANSED
' WALKWAY DECK VERTICAL
“eae \ DESIGN LIVE LOAD - 2.0 kPa 4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM ALLOY
Loh J EXISTING OR STAINLI STEEL BAND.
H us REVETMENT pi .
LI | | STONE WALL 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
i g ! PITCHING MAXIMUM MOORED VESSEL - 5m aa
Lt ll BERTHING VELOCITY - 0.5 m/sec — ONE M16 S/S ++
L iD g I VERTICALLY
—_ | ll i 4 u PSL 18078 STRINGER yg ape ae
50
f \ eH er i os Fan
| | . ° bh
5 i i tI i U \ 150 x 75| HEADSTOCK 4M16 SIS Pe ndadnle
I I ll 25 EACH BEARER
I I u RECESS HEADSTOCK 0200 TREATED |___ 200 TREATED
7 u SIDE ELEVATION N Oo Oo SA Pili eatee HWO PILE HWD PILE
FRONT ELEVATION 1400 AR, De Le
0 / weg, TYPICAL SECTION SPLICE JOINT DETAIL
PILES: ° s 4:20 4:20
ALL PILES SHALL BE APPROVED é
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159
PILING CODE ee PILE-IT PTY LTD
SUNSHINE GOAST REGION Nae TTY
DO NOT FIX JETTY AP oO = “s NOOSA JE
Beer. nh OVE! | BUILDERS
[— EXISTING REVETMENT S OPW 170244 {4 | Liconca No/723720
ExT LS | ; 28 SEP sift rat gal tess
: PO Box PivFax 07 84743480
me ween 7 740044
LOT 67 REAL PROPERTY LOT 65
DESCRIPTION D. HADWEN
k Bea ‘ I, PROPOSED JETTY
iy PARISH WEYBA i s LOT 66
COUN Cc =
MARCH E (No. 109)
730 m2 NOOSA PARADE
NOOSA HEADS
a RABRINK PTY LTD T/A
my John Norden
& Associates
‘ ie ACN 010 263 877
4250 On, = Structural / Civil Design Engineers
‘Sulte 16 'Tewantin Plaza”
5206 4 << — A Poinclana Avenue / PO Box 205
| eae a 193° 32/20" Po Tewantin Q 4565
. Pear Sarta7 Fax 07 e772
| [email protected]
E PROPOSED H Z
a 3
FRAMING LAYOUT — | i g : aaiTON nieve
4100 Ngan | —— 3 . piel al |
8s nee Lae
TAY ISSUE {
mo | WORKING DRG
mon] SITEPLAN | [nov SLOORa LO :
soe z as ee DRG NO. AMENDMENT
vs 665 1402 yy 44/114-1
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