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Approved Plan OPW16/0178
Plans and drawings: the text below has words only, no drawings.
-
NOOSA COUNCIL
APPROVED PLAN
OPW 16/0178 5 SEP 2016
7.0
[OCR of page images]
DRAWING SIZE -— A2
VERTICALLY
20572
\- 197° 40° | . —_———
\ o! 2
\ Ss | KR
ne HH
|
\ BI
|_%00 1/mi6 S/S |)
\ 197 40 EACH BEARER Norn
\ 1
PI
\ | Mus
\ ' RECESS BEARER &
\ RECESS BEARER & STRINGERS 25 NOM INTO
STRINGERS 25 NOM INTO PILE.
\ 1 PILE.
\ (P1) TYPICAL SECTION SPLICE JOINT DETAIL
\
\ 1:20 1:20
\ 1
\ ' HANDRAIL:
\ RIGID HANDRAIL TO COMPLY
\ i WITH COUNCIL REGULATIONS
\ 1 MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
A - Lot 82 TOP OF WALL RL. 1.0 AHD
2 1
2\2 AREA: 859 m?
©. | o RP 867150 ; DECK RL 1.0 AHD —- xX
Sy 4 SEAMOUNT QUAY 8:8 P=! — MAXIMUM WATER RL 0.44 AHD
‘ NOOSAVILLE Slik ~ ~ ~ q ~ tj], y
\ a 7 EXISTING
' (P1) (P1) Mi (Pt) (P1) (Pt) eT REVETENT
\ I |
aa tT ! STONE
| | PITCHING
\ \ = | | | 8) |
i 7 Fi! 1 3 | ml
\ iho t g| i! 3) 1 i!
3 |
! gi 4 2) 3) =| 1 mt
1 8 5 | | | |
\ I I | I | Li
NOTE: i ll | |
\ i 1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF iI I | Li
\ 1 APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min. ( u Li
; 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE
\ ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY - "BUILDING
\ AND ENGINEERING STANDARDS FOR TIDAL WORKS.” FRONT ELEVATION SIDE ELEVATION
\ 3. ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE 1:100 EXISTING REVETMENT WALL 1:100
\ GRADE S16. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS, 1500
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL. | NOTE
\ _
\ WA \ 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED 2 < po fa THE HEIGHT OF THE PILES ABOVE
\ ¥ 16995 WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND. S | NATURAL GROUND SHALL NOT
a= -- s DO NOT FIX JETTY EXCEED THE PILE DEPTH IN THE
17 33° 33 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS ‘ ih +®La ip) TO REVETMENT WALL NATURAL GROUND.
11 |
o DECKING:
Ss 26 x 140 (F14) HOWD
8 LOADING CRITERIA: FIXED TO BEARERS WITH
3 BOAT LIFT JETTY TWO STAINLESS STEEL
BY OTHERS LIVE LOADS = 2.0kPa \ d SCREW EACH END.
PROPOSED JETTY Sey Te} HANDRAIL:
REFER DETAILS FOR + MOORED VESSEL (Max.) o I RIGID HANDRAIL TO COMPLY
Qo
DESIGN ELEMENTS |, 3000 |, LENGTH = 5.0m 3 | | | WITH COUNCIL REGULATIONS
S WEIGHT = 1500Kg s Tn
500 BERTHING VELOCITY = 0.5m/sec i | |
I \ I PILES: Revision | Description Date
BI .
N P- 9200 TREATED Issue:
| PI
(Pt) t i ) HWD POLES CONSTRUCTION
I ' '
| |
So 5 .
JETTY FRAMING SCHEDULE ge of ll ~ wait tt Projet Ave
MARK SIZE/GRADE | UTS. | lca < Ph (07) 5455 5604
SITE PLAN Scale 1:200 (P1) | 2006 H6 TREATED HDWD PIER \ ln “ ‘ 5 Nes anal acpenineer.oom
Jl | 150 x 75 (F14) JOISTS @ 750ctrs eal _—{p 4 Z sow acess 86
BI | 150 x 75 (F14) BEARER 150 1200 Y, 150 "1/6 |
3 \ J“ Title: Jetty Plan and Details
(/. \> B2 | 175 x 75 (F14) BEARER 8 1500 7" ~ Sf Checked: y
/ B3 | 200 x 75 (F14) BEARER RPEQ 5835
FRAMING LAYOUT S Richardson Project 4 Seamount Quay
— All exposed timber to be H6 treated. .
1:100 . Noosaville
. 0 1 2 3 4 5 1:100 @ A2 8 Rev
TU mi: Date: Jul 2016 DrgNo. 26219-S1
ONE M16 S/S
NOOSA COUNCIL
APPROVED PLAN
OPW 16/0178 5 SEP 2016
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