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OPW15/0223 - Approved Plans
Plans and drawings: the text below has words only, no drawings.
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NOOSA COUNCIL
APPROVED PLAN
OPW15/0223 30 NOV 2015
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DRAWING SIZE - A2
NOOSA COUNCIL
APPROVED PLAN
Revision
OPW15/0223 30 NOV 2015
Description
Date
BI f { |
8 5
NOTCH
|
us io (Pt) KS
953____---—yy 8 | || * / RECESS BEARER &
SB a 5" \ 5 STRINGERS 25 NOM INTO
\ 420" 0" 00” PILE.
' \ RECESS BEARER &
| \ STRINGERS 25 NOM INTO
\
|
\
\ (P1 TYPICAL SECTION
\
\ \ 1:20
\ HANDRAIL:
\ \ RIGID HANDRAIL TO COMPLY
\ \ WITH COUNCIL REGULATIONS
\ | MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
\ \ TOP OF WALL RL. 1.0 AHD
\
\ \ DECK RL 1.0 AHD
\ \ —= MAXIMUM WATER RL 0.44 AHD |S
\
\ EXISTING
| \ (P1) (Pt) = (Pt) REVETMENT
\
\ = stone WALL
3 \ PITCHING
\ 7 \ a
8) SNe TS |
= \s Lot 626 ai® 1 iI _ "| |
mh AREA: 760m° . iI I I |
om RP. 883863 \ ° II VI ik |
| Parish of Weyba \ 3 VI II 7 3 iI |
County of March \ Wl WW m i u
\ 16 MASTHEAD QUAY \ 1 1 iI
NOOSA WATERS } i I iI
\ <——— LI u u
\ \ FRONT ELEVATION SIDE ELEVATION
\
\ 1:100 1:100
\
\ NOTE:
\ \ 1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF
\ APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min. 0 NOT FIX JETTY
\ \ 2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE EXISTING REVETMENT WALL TO REVETMENT WALL
ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POLICY — "BUILDING 1500
\ AND ENGINEERING STANDARDS FOR TIDAL WORKS.” NOTE:
\ L . \ oo . THE HEIGHT OF THE PILES ABOVE
‘ 3. ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE I / \ NATURAL GROUND SHALL NOT
\ GRADE S16. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS, 8 Ly y \ EXCEED THE PILE DEPTH IN. THE
| AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL. q b i es a / 00 y NATURAL GROUND.
\ . PI 9200 TREATED «=| GG
3000 4, TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED *) Pt) HWD POLES (1/6 2H
C7 500 5661 WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND. ~ s/s || 1/M6
13447 __ SbeT = . s/s
5 - —\ 300 995° 38° 55° 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS < 26 x 140 (F14) HOWD NC W
FIXED TO. BEARERS
y (Pt) = {ei TWO STAINLESS
3 LOADING CRITERIA: . po SCREW EACHEND.
g JETTY Ss :
3 LIVE LOADS = 2.0kPa S| 9 | | RAIL TO COMPLY :
YY R si s's COUNCIL REGULATIONS L .
= 8 PROPOSED AETTY MOORED VESSEL (Max.) (P) | Pa Gnnnnt——_ Pt’ 1:100 @ A2
— “al DESIGN ELEMENTS LENGTH = 9.0m Deen cee N
BOAT LIFT BY Z| WEIGHT = 1500Kg i (Pay RG Yd Issue:
8 :
OTHERS. 7 BERTHING VELOCITY = 0.5m/sec wo hoy yt | 3) CONSTRUCTION
q | \ | S
EXISTING ey a & i | | | Con my 8 oN consult DEBULD TIA
J 1000 J) 1100 | Sh5,5, 31 3). 4 R (SCG) consulting ENGINEERS
I / 1, Is STRUCTURALeCIVILeGEOTECHNICAL
aa" +obLe dae ABN 40 098 481 899
Pt B.S =
JETTY FRAMING SCHEDULE 150 } 3800 1/11 PROJECT AVE NOOSAVILLE QLD 4566
MARK SIZE/GRADE o t “100 | yon Ph (07) 5455 5604 Fax (07) 5455 5696
SITE PLAN scate 1:200 (Pt) | 2008 H6 TREATED HOWD PIER =
JI | 150 x 75 (F14) JOISTS @ 750ctrs t 7 1) Title: Jetty Plan and Details.
~ 5 ex i ee FRAMING LAYOUT “x S/S Project Lot 626 (#16) Masthead Quay
, , 1:100 8 Noosa Waters
e Rev.
“| Date: Nov2015 | DrgNo. 25424-J1
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