Original source · versioned page text
21.101_14_16 Seamount Quay Jetty_[C3]
Attached to the e-mail Generally in Accordance Request for 16 Seamount Quay Noosaville.
SEAMOUNT QUAY
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
LOT: 87 LOT: 88 LOT: 89 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
RP: 842151 RP: 842151 RP: 842151
AREA: 860.00 m² 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
107°40'00"
287°40'00"
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
43.00
43.00
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
DO NOT FIX JETTY MARINE GRADE 316.
TO EXISTING ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
REVETMENT WALL AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
20000 EXISTING 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
REVETMENT TJ TRIMMER. AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
1500 WALL. 1500
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
20.00 REVETMENT
1000
17°40'00" BOUNDARY 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
B1
P1
P1
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
CONSTRUCTION WORKS.
MERBAU DECKING
N
J1
2950
BY BUILDER.
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
FLOOD LEVEL RECORD FROM BOM DATA.
ALUMINIUM
HANDRAIL. P1 2/ B1
P1
8. C.O.S. DENOTES CONFIRM ON SITE.
PROPOSED
10000
J1 BOAT LIFT
PROJECTED
PROJECTED
BOUNDARY
BOUNDARY
2950
BY OTHERS.
(9.0m x 3.5m)
P1
FRAMING SCHEDULE
B1
P1
PILES:
P1 - Ø200 F22 HWD. DRIVEN PILE, WITH PVC TIDAL ZONE SLEEVE.
2950
BEAMS:
KAYAK STEP B1 - 150 x 75 F14 HWD. BEARER.
P1 B1(u) TO DETAIL. JOISTS:
P1
J1 - 150 x 75 F14 HWD. JOISTS AT 475 CRS.
TJ
TYP.
150
1500 5000 TJ - 150 x 75 F14 HWD. TRIMMER JOIST.
1200 150
TYP. J2 - 2/150 x 75 F14 HWD. MITRE TRIMMER JOIST
WITH BLOCKING & NAILING PLATE TO DETAIL.
ALL EXPOSED TIMBER SHALL BE MINIMUM H5 TREATED.
NOOSA WATERS
JETTY LOADING CRITERIA:
JETTY SITE PLAN JETTY FRAMING PLAN JETTY LIVE LOADS: = 2.0 kPa
1:100 1:100
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
ECO 5000 LVL HANDRAIL DO NOT FIX JETTY
BY BUILDER. TO EXISTING
(TO COMPLY WITH NOOSA REVETMENT WALL
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
EXISTING
REVETMENT WALL.
P1
P1
REINSTATE
SEABED
SEABED GEOFABRIC &
STONE PITCHING
AS REQUIRED.
TYP.
TYP.
3000
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 SERVICES
Email: [email protected]
Phone: 0408 137 526
Long View PROPOSED NEW JETTY
16 SEAMOUNT QUAY, NOOSAVILLE 4566 QLD
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS Client: RICHARD & SAMANTHA DOWNS
NAMED HEREIN. EXCLUSIVE
1 CONSTRUCTION ISSUE C3 F.M.
Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 1 CONSTRUCTION ISSUE C2 F.M. V Post: PO Box 963 Cooroy QLD 4563
DRAWN
N.N.
CHECKED
F.M.
APPROVED DATE
25/04/2026
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. N.N. 19951 21.101-014 S03 C3
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the original