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Approved Plans OPW21/0156 - 9 Mermaid Quay Noosaville
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Log in to see the plans as drawn NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
350°00'00"
170°00'00"
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
37.000
37.000
LOT: 41 EXISTING 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
RP: 839221 REVETMENT MARINE GRADE 316.
AREA: 740 m² WALL ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
B1
6500 1500 12000 EXISTING HANDRAIL AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
P1
P1
20.000 PROPOSED J1 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
80°00'00" SEABED ANCHOR
TO DETAIL 2/B1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
CONSTRUCTION WORKS.
J1 EXISTING KAYAK STEP
PROPOSED EXISTING KAYAK STEP 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
BOAT LIFT PROPOSED
FLOOD LEVEL RECORD FROM BOM DATA.
SEABED ANCHOR
P1
BY OTHERS
TO DETAIL
9000
(4.5m x 3.0m) 2/B1 8. C.O.S. DENOTES CONFIRM ON SITE.
P1
B2
PROPOSED
BOAT LIFT J1
P1
BY OTHERS
PROJECTED
PROJECTED
BOUNDARY
BOUNDARY
1500
(4.5m x 3.0m) B2
JETTY LOADING CRITERIA:
P1
JETTY LIVE LOADS: = 2.0 kPa
1500
APPROVAL RELATES TO BOAT MOORED VESSEL (MAX.)
4100
LIFTING DEVICE ONLY LENGTH: = 5.0m
EXISTING JETTY WEIGHT: = 1500 Kg.
TO REMAIN. BERTHING VELOCITY: = 0.5m / Sec.
APPROVAL RELATES TO BOAT
LIFTING DEVICE ONLY NOOSA WATERS FRAMING SCHEDULE
PIERS:
JETTY SITE PLAN JETTY FRAMING PLAN P1 - EXISTING HWD. PIER, TO REMAIN.
1:100 1:100 BEAMS:
B1 - EXISTING HWD. BEARER, TO REMAIN.
B2 - EXISTING HWD. BEARER, TO REMAIN.
JOISTS:
J1 - EXISTING HWD. JOISTS AT 450 CRS, TO REMAIN.
N
--
-
APPROVED PLANS
EXISTING HANDRAIL, OPW21/0156
TO REMAIN.
NOOSA COUNCIL
11 AUGUST 2021
TOP OF WALL -
RL 1.0m AHD
RL 1.00m H.A.T.
RL 0.44m AHD
P1
P1
P1
P1
P1
P1(b)
P1
P1
EXISTING
REVETMENT WALL
SEABED
SEABED
STONE PITCHING
TYP.
3000
TYP.
3000
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
CONSTRUCTION
© 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:
Address:
Long View PROPOSED NEW JETTY
9 MERMAID QUAY, NOOSAVILLE.
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 9 MERMAID QUAY, NOOSAVILLE.
NAMED HEREIN. EXCLUSIVE LOT: 41 RP: 839221 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
Client: LOU PANSINO V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
25/05/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
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 20.001-020 S03 C1
Document Set ID: 21569189
Version: 1, Version Date: 26/07/2021
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