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Change to Jetty OPW18-0150 - Appendix B
Attached to the e-mail Change Operational Works Application - OPW18/0150.01 - 21 Wesley Court Noosa Heads.
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
EXISTING THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
B1
319°58'10"
TIMBER STAIRS EXISTING "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
35.490
LOT: 42
P1
P1
RP: N.218.43 REVETMENT WALL
130°
EXISTING
36.8 0"
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
J1 J1
AREA: 834 m² BOAT RAMP
01'5
MARINE GRADE S16.
10
J1
ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
B1 AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
P1
P1
B1
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
J1
4 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
8.33 0" DOUBLE KAYAK STEP
27'1 B1
P1
220° TO DETAIL.
8.398 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
P1
9.216
227°40' P3
PRO DARY
235°01'
BOU
P2
J1
J1
EXISTING PROPOSED 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
JECT
N
BOAT RAMP JET SKI PONTOON ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
P1
B1
ED
3500 x 3500 CONSTRUCTION WORKS.
EXISTING TIMBER
P1
DECKING (140 x 25)
J1 J1
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
P3
FLOOD LEVEL RECORD FROM BOM DATA.
J1
P1
PROPOSED B1
PROJECTED
PROPOSED
BOUNDARY
DOUBLE JET SKI LIFT J1 P1
P1
BOAT FENDER J1
P1
B1
B1
B1
5000 Lg. x 650 WIDE
P1
B1 J1
P2
P1
P2
P1
P1
P2
PROPOSED
BOAT FENDER
PROPOSED
PROPOSED EXISTING JETTY BOAT FENDER
BOAT FENDER 5000 Lg. x 650 WIDE
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
PIERS/POSTS: WEIGHT: = 1500 Kg.
P1 - EXISTING, 200Ø HWD. PIER, H6 TREATED. BERTHING VELOCITY: = 0.5m / Sec.
P2 - PROPOSED, 76.2 x 5.0 CHS "HIGH SEABED ANCHOR", REFER DETAIL.
P3 - PROPOSED, 76.2 x 5.0 CHS "LOW SEABED ANCHOR", REFER DETAIL.
BEAMS:
B1 - EXISTING, 150 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - EXISTING, 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
FENDER FRAMES:
FF1 - PROPOSED, FENDER FRAME (FULLY WELDED), REFER TO DETAIL.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
EXISTING TIMBER STAIRS
EXISTING BLOCKWALL (BEYOND)
(660 HIGH)
P2(Rear)
P2(Rear)
P2(Rear)
TOP OF WALL
RECORD FLOOD LEVEL RL 2.56 AHD
P2
P2
RL 2.00m AHD.
P1
DECK RL 1.71m AHD.
P2
P3
P3
P1
EXISTING
RL 1.10m H.A.T. REVETMENT WALL
P1
P1
P1
P1
P1
P3
P1
P1
RL 0.42m AHD FF1 STONE PITCHING FF1
P1
1000
MIN.
1000
MIN.
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 LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: ...........
Address:
Long View PROPOSED FENDERS TO EXISTING JETTY
21 WESLEY COURT, NOOSA HEADS
SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 21 WESLEY COURT, NOOSA HEADS
USE IS GRANTED UNDER THE LOT 42 ON N.218.45
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. Client: DARREN CROTHERS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
12/06/2020
SCALE BAR DRAWING SCALES
1:200, 1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. 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 20.003 S03 C2
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