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Approved Plans MCU20-0105 & OPW20-0170
Plans and drawings: the text below has words only, no drawings.
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
EXISTING CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
1000
REVETMENT 1500
WALL 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
B1
155°06'05"
335°06'05"
27.773
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
P1
69.759
HANDRAIL TO DETAIL.
P1
DO NOT FIX JETTY MARINE GRADE 316.
TO EXISTING RIGID HANDRAIL TO ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
2578
REVETMENT WALL J1 COMPLY WITH NOOSA AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
~6000
5.128
251°52'30" 2/B1 COUNCIL REGULATIONS.
4.915
241°57'50" 0.400 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
155°06'05" ALUMINIUM TIE-UP RAIL AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
KAYAK STEP J1
1500 BY OTHERS.
2578
TO DETAIL 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
9000
16
1500
29 ECOply 5000 DECKING
FIXED TO MANUF. SPEC. 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
2/B1
P1
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
P1
B2
2695
CONSTRUCTION WORKS.
ALUMINIUM TIE-UP RAIL
1200
J1
P1
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
2/B2 BY OTHERS.
FLOOD LEVEL RECORD FROM BOM DATA.
3000 4000 3000
P1
P1
3700 150
TYP.
150
PROJECTED
BOUNDARY
PROJECTED
TYP.
BOUNDARY
JETTY SITE PLAN EXISTING JETTY FRAMING PLAN EXISTING JETTY LOADING CRITERIA:
1:200 1:100
JETTY LIVE LOADS: = 2.0 kPa
N
MOORED VESSEL (MAX.)
FRAMING SCHEDULE LENGTH: = 5.0m
PIERS: WEIGHT: = 1500 Kg.
LOT: 438 P1 - 200Ø HWD. PIER, H6 TREATED. BERTHING VELOCITY: = 0.5m / Sec.
RP: 842143 BEAMS:
NORTH AREA: 1213 m² B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
DO NOT FIX JETTY
TO EXISTING
HANDRAIL TO DETAIL. REVETMENT WALL
RIGID HANDRAIL TO
COMPLY WITH NOOSA
COUNCIL REGULATIONS.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m H.A.T.
RL 0.44m AHD
P1
P1
P1
P1
P1(b)
P1(b)
P1
P1
EXISTING
REVETMENT WALL
SEABED
SEABED
STONE PITCHING
TYP.
3000
TYP.
3000
-
NOOSA COUNCIL
APPROVED PLAN
MCU20/0105 & OPW20/0170 JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
5 OCT 2020
© 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: 1303
Address:
Long View PROPOSED NEW JETTY
30 THE PENINSULAR, NOOSAVILLE
SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 30 THE PENINSULAR,
USE IS GRANTED UNDER THE NOOSAVILLE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
LOT 438 ON RP 842143 V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
22/09/2020
SCALE BAR DRAWING SCALES
1:200, 1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Client: Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. TRAVIS FUSAE 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 20.001-007 S03 C1
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