Council archive · source document
Approved Plans MCU20-0079 & OPW20-0135 · MCU20/0079
Plans and drawings: the text below has words only, no drawings.
NOTES:
EXISTING
REVETMENT 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
WALL 1500 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
1000
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
5.0
54.991
77°10'
B1
49.003
73°30'
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
ECO 5000 ULTRALIFE
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
2550
TIMBER DECKING
4500 11481 BY BUILDER MARINE GRADE 316.
0.835 ECO 5000 LVL HANDRAIL ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
0.395 B1 BY BUILDER. AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
P1
73°30' 17.481 77°10'
160°32'35" HIGH SET
P1
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
2550
SEABED ANCHOR
TO DETAIL J1 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
D
1500
BOUNDARY
ECO 5000 ULTRALIFE
PROJECTE
P1
B1
10000
P1
PROJECTED
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
BOUNDARY
J1 TIMBER DECKING
1500
BY BUILDER
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
TYP.
2550
150
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
KAYAK STEP CONSTRUCTION WORKS.
P1
P1
B1
P1
TO DETAIL.
J1
1200
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
P1
1200
B1
J2
7000 FLOOD LEVEL RECORD FROM BOM DATA.
B1
B1
PROPOSED
P1
~4788 BOAT LIFT P1
P1
P1
BY OTHERS
PROPOSED 150 1200 2750 2750
(9.0m x 3.5m)
BOAT LIFT TYP.
BY OTHERS PROPOSED JETTY
(9.0m x 3.5m) REFER DETAILS
FOR DESIGN ELEMENTS
JETTY SITE PLAN JETTY FRAMING PLAN EXISTING JETTY LOADING CRITERIA:
1:200 1:100
JETTY LIVE LOADS: = 2.0 kPa
LOT: 524 MOORED VESSEL (MAX.)
FRAMING SCHEDULE
N
RP: RP 883848 LENGTH: = 5.0m
NORTH AREA: 1025 m² PIERS: WEIGHT: = 1500 Kg.
P1 - 200Ø HWD. PIER, H6 TREATED. BERTHING VELOCITY: = 0.5m / Sec.
BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
J2 - 2/150 x 75 F14 HWD. TRIMMER JOIST, H6 TREATED.
WITH BLOCKING AND NAILING PLATE TO DETAIL.
ALL TIMBER SHALL BE H6 TREATED.
DO NOT FIX JETTY
ECO 5000 LVL HANDRAIL
TO EXISTING
BY BUILDER.
REVETMENT WALL
(TO COMPLY WITH NOOSA
COUNCIL REGULATIONS)
RECORD FLOOD LEVEL
RL 2.00 AHD.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.0m
MAXIMUM WATER
RL 0.44 AHD
P1
P1
P1
P1
P1
EXISTING
REVETMENT WALL
P1
P1
P1
STONE PITCHING SEABED
SEABED
TYP.
TYP.
3000
3000
NOOSA COUNCIL
APPROVED PLAN
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
MCU20/0079 & OPW20/0135 1:50 1:50
25 SEP 2020
As annotated by Council
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: 1227
Address:
Long View PROPOSED NEW JETTY
45 SALTWATER AVE, NOOSAVILLE
SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 45 SALTWATER AVE, NOOSAVILLE
USE IS GRANTED UNDER THE
3 CONSTRUCTION ISSUE C3 F.M. LOT 524 ON RP 883848
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. Client: PETER WIDDOWS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
09/09/2020
SCALE BAR DRAWING SCALES
1:200, 1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. Email: [email protected] DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
ISSUE". Internet: www.longviewconsulting.com.au
No. DESCRIPTION REV. APP. F.M. F.M. 19951 20.001-005 S03 C3
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