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20.001 - 013 13 Waterside Ct_Construction Issue C1 · OPW21/0054
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
0"
40.570
212°47'1
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
LOT: 891 THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
201°29'35"
RP: 906963 DO NOT FIX JETTY "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
40.482
AREA: 764 m² TO EXISTING
REVETMENT WALL 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
MARINE GRADE 316.
EXISTING ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
4200 REVETMENT AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
WALL
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
13.071 1.990 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
294°29'10" 306°4
7"
EB1 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
EP HANDRAIL TO DETAIL.
EP
EJ RIGID HANDRAIL TO 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
PROPOSED 1500 PROPOSED COMPLY WITH NOOSA ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
JETSKI LIFT JETSKI LIFT COUNCIL REGULATIONS. CONSTRUCTION WORKS.
PROJECTED
BOUNDARY
EB1
BY OTHERS BY OTHERS
(3.5m x 3.0m) (3.5m x 3.0m) EXISTING JETTY 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
9000
BOUND ED
EJ TO REMAIN. FLOOD LEVEL RECORD FROM BOM DATA.
ARY
CT
PROJE
8. C.O.S. DENOTES CONFIRM ON SITE.
6238
SEABED ANCHOR E
EB1 P
TO DETAIL
EP
2
2918 EB
6238
JETTY LOADING CRITERIA:
EP
EJ
EB2
JETTY LIVE LOADS: = 2.0 kPa
EP
1500
EP
4100 EXISTING JETTY MOORED VESSEL (MAX.)
TO REMAIN.
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
NOOSA WATERS
JETTY SITE PLAN JETTY FRAMING PLAN
1:100 1:100
N
FRAMING SCHEDULE
PIERS:
EP - EXISTING NOM. 200Ø HWD. PIER, H6 TREATED.
BEAMS:
EB1 - EXISTING NOM. 150 x 75 F14 HWD. BEARER, H6 TREATED.
EB2 - EXISTING NOM. 200 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
EJ - EXISTING NOM. 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m
RL 0.44m AHD
EP
EP
EP
EP
EP(b)
EP(b)
EP
EP
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:
Address:
Long View PROPOSED JETSKI LIFT TO EXISTING JETTY
13 WATERSIDE CT, NOOSAVILLE QLD.
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 13 WATERSIDE CT,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE QLD. Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
LOT: 891 RP: 906963 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
01/02/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
Client: PAIGE MCCLEARY 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 20.001-013 S03 C1
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