Council archive · source document
Construction Issue C2 · MCU20/0132
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
LOT: 278 LOT: 277 LOT: 276 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
RP: 839235 RP: 839235 RP: 839235 DO NOT FIX JETTY
AREA: 770 m² TO EXISTING 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
42.309
44.609
24°45'
24°45'
EXISTING REVETMENT WALL THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
1000
11401 4500 REVETMENT
WALL 1500
0.200 0.200 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
24°45' 17.401 24°45' MARINE GRADE 316.
294°15' ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
B1 AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
1500 HANDRAIL TO DETAIL.
P1
P1
RIGID HANDRAIL TO 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
2578
J1 COMPLY WITH NOOSA AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
~6000
2/B1 COUNCIL REGULATIONS.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
9000
J1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
PROJECTED
PROJECTED
BOUNDARY
BOUNDARY
2578
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
6 CONSTRUCTION WORKS.
08
~3 TREX COMPOSITE
DECKING BY OTHERS 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
1500
2/B1
P1
P1
FIXED TO MANUF. SPEC. FLOOD LEVEL RECORD FROM BOM DATA.
B2
2695
1500
1200
J1
P1
2/B2
JETTY LOADING CRITERIA:
P1
P1
4200 3900 150
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.
B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
N
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: 1305
Address:
Long View PROPOSED NEW JETTY
39 THE PENINSULA, NOOSAVILLE
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 39 THE PENINSULAR,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 2 CONSTRUCTION ISSUE C2 F.M. LOT: 277 RP: 856192 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
28/10/2020
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. VAUGHAN WISHART 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 20.001-008 S03 C2
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