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Approved Plans MCU20-0104 & OPW20-0169
Plans and drawings: the text below has words only, no drawings.
NOTES:
EXISTING EXISTING STAIRS TO REMAIN
REVETMENT LOCATION TO BE CONFIRMED ON SITE 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
EXISTING STAIRS TO REMAIN CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
WALL 1500 JETTY TO ALIGN WITH EXISTING
LOCATION TO BE CONFIRMED ON SITE
22°34'45"
36.972
STAIRS
JETTY TO ALIGN WITH EXISTING STAIRS
1000
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
30°44'15"
36.877
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
B1 P1 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
P1
APPROX 11372
APPROX 12997 HANDRAIL TO DETAIL. MARINE GRADE 316.
CONFIRM ON S ITE
ITE CONFIRM ON S 0.407
DO NOT FIX JETTY J1 RIGID HANDRAIL TO ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
2975
10.649 22°34'45"
3.990 11.265 TO EXISTING COMPLY WITH NOOSA AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
0.312 119°55'05" 116°38'30" 113°21'55"
30°44'15" REVETMENT WALL COUNCIL REGULATIONS.
~6883
1500 2/B1 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
P1
P1
MERBAU TIMBER
10000
PROJECTED
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
BOUNDARY
J1
2975
PROJECTED
DECKING
BOUNDARY
1500
BY BUILDER 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
2/B1 30 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
EXISTING 36
CONSTRUCTION WORKS.
JETTY TO BE
P1
P1
DEMOLISHED B2
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
2900
APPROX 11006 FLOOD LEVEL RECORD FROM BOM DATA.
4100 ITE
CONFIRM ON S
1200
J1
P1
2/B2
P1
P1
150 3800
TYP.
150
TYP.
JETTY SITE PLAN EXISTING JETTY FRAMING PLAN EXISTING JETTY LOADING CRITERIA:
1:200 1:100
JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
FRAMING SCHEDULE LENGTH: = 5.0m
N LOT: 250 PIERS: WEIGHT: = 1500 Kg.
RP: 842160 P1 - 200Ø HWD. PIER, H6 TREATED. BERTHING VELOCITY: = 0.5m / Sec.
NORTH AREA: 857 m² BEAMS:
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.
EXISTING STAIRS
TO REMAIN
DECK
RL 1.00m H.A.T.
RL 0.44m AHD
TOP OF WALL
P1
P1
P1
P1
P1
P1(b)
RL 1.0m AHD
P1
P1
EXISTING
REVETMENT WALL
SEABED
SEABED
STONE PITCHING
TYP.
3000
TYP.
3000
-
NOOSA COUNCIL
APPROVED PLAN
MCU20/0104 & OPW20/0169 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: 1279
Address:
Long View PROPOSED NEW JETTY
35 SHOREHAVEN DRIVE, NOOSAVILLE.
SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 35 SHOREHAVEN DRIVE,
USE IS GRANTED UNDER THE NOOSAVILLE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. LOT 250 ON RP 842160 V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
25/09/2020
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. GLENN WATTSON 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 20.001-006 S03 C2
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