Council archive · source document
Plans 20.001-009 9 Waterside Ct_C1 Issue · OPW20/0206
Plans and drawings: the text below has words only, no drawings.
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
LOT: 893 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
RP: 906963 DO NOT FIX JETTY
AREA: 728 m² TO EXISTING 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
235°25'
40.435
225°28'
40.422
EXISTING REVETMENT WALL THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
1000
REVETMENT
WALL 1500
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
14.576 MARINE GRADE 316.
319°04'45" ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
B1 HANDRAIL TO DETAIL. AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
1500 RIGID HANDRAIL TO
P1
P1
BOAT LIFT COMPLY WITH NOOSA 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
PROJECTED
PROPOSED HIGH SET
BOUNDARY
2578
BY OTHERS J1 COUNCIL REGULATIONS. AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
TED
JETSKI LIFT SEABED
RY
~6000
BY OTHERS (7.4m x 3.0m) ANCHOR
BOUNDA
2/B1
PROJEC
(4.5m x 4.0m) TO DETAIL BOAT LIFT BY OTHERS 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
(7.4m x 3.0m)
9000
2500 J1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
2578
MIN. ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
CONSTRUCTION WORKS.
HIGH SET SEABED ANCHOR
1000 P1 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
1500
PROPOSED 9 2/B1 TO DETAIL
99
P1
MIN. FLOOD LEVEL RECORD FROM BOM DATA.
JETSKI LIFT ~2 B2
2695
BY OTHERS
1500
P1
1200
4075 (4.5m x 4.0m) J1 DECKING
2/B2 26 x 140 (F14) HWD.
FIXED TO JOISTS WITH JETTY LOADING CRITERIA:
P1
P1
3800 150 2 S.S. SCREWS PER JOIST
4808 4100
TYP.
150
TYP. JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
JETTY FRAMING PLAN
NOOSA WATERS 1:100
FRAMING SCHEDULE
PIERS:
JETTY SITE PLAN P1 - 200Ø HWD. PIER, H6 TREATED.
1:100 BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
N
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.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m
RL 0.44m AHD
P1
P1
P1
P1
P1(b)
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
© 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: 001
Address:
Long View FIXTURES TO EXISTING JETTY
9 WATER SIDE COURT, NOOSAVILLE.
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 9 WATER SIDE COURT,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
LOT: 893 RP: 906963 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
28/11/2020
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
Client: ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. PAUL KOSTROMIN 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 20.001-009 S03 C1
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