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Approved Plans MCU21-0059 & OPW21-0094
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NOOSA COUNCIL
APPROVED PLAN
NOTES:
MCU21/0059 & OPW21/094
20 MAY 2021
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
DO NOT FIX JETTY 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
TO EXISTING THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
LOT: 2 LOT: 5 LOT: 4
REVETMENT WALL "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
GTP: 104332 GTP: 104767 GTP: 104767
222°11'15"
AREA: 190 m²
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
22.265
64°4 020
9'0"
MARINE GRADE 316.
13.
ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
HANDRAIL TO DETAIL.
AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
5250 6625 EXISTING RIGID HANDRAIL TO
1500
REVETMENT 1200 COMPLY WITH NOOSA
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
400
1000
WALL COUNCIL REGULATIONS.
AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
B1
13.375
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
P1
316°21'40"
P1
P1
P1
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
B1 J1 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
BOU CTED
4400
RY
750
CONSTRUCTION WORKS.
P1
B1 P1
P1
NDA
1000
2850 2850
JE
700
AT
2400
PROJECTED
BO A
BOUNDARY
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
PRO
E 600 600
AR FLOOD LEVEL RECORD FROM BOM DATA.
MERBAU TIMBER
~31
~9500
63 DECKING
8. C.O.S. DENOTES CONFIRM ON SITE.
BY BUILDER
2250 1500 2250
6000
~5100
JETTY LOADING CRITERIA:
JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
LOCK WALKWAY WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
JETTY FRAMING PLAN
NOOSA WATERS 1:100
JETTY SITE PLAN
1:100 FRAMING SCHEDULE
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
N
BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - 100 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
RL 0.44m AHD
P1
P1
P1
P1
P1
P1
EXISTING SEABED
REVETMENT WALL
D
SEABE
STONE PITCHING
TYP.
3000
TYP.
3000
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 1317
Address:
Long View PROPOSED NEW JETTY
UNIT 3, 19 LARBURNUM CRESCENT, NOOSAVILLE.
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS UNIT 3, 19 LARBURNUM CRESCENT,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
LOT: 5 RP: GTP 104767 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
26/02/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
Client: BRUCE ARGENT-SMITH ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. Mobile: 0414 681 676
DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
DESCRIBED AS "CONSTRUCTION Email: [email protected]
ISSUE". No. DESCRIPTION REV. APP. Internet: www.longviewconsulting.com.au F.M. F.M. 19951 20.001-012 S03 C1
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