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Approved plans - MCU21/0075 & OPW 21/0109 4 Masthead Quay Noosa Heads
Plans and drawings
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1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
LOT: 622 LOT: 632 LOT: 631 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
RP: 883863 RP: 883863 RP: 883863
AREA: 734 m² 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
1
DO NOT FIX JETTY
'15
39.18
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
2°48
TO EXISTING
EXISTING REVETMENT WALL 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
1000
3450 13192 REVETMENT MARINE GRADE 316.
WALL 1500 ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
7°21 1
'10"
5
0.557 AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
37.6
2°48'15 8.513
2.970
5" 258°29'35"
250°17'3 6.98
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
B1 HANDRAIL TO DETAIL.
275° 7 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
17'0
5"
P1 P1 RIGID HANDRAIL TO
COMPLY WITH NOOSA 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
COUNCIL REGULATIONS.
3129
1500 J1
0.410
7°21'10" 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
~7102
BOU CTED
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
RY
2/B1
NDA
CONSTRUCTION WORKS.
JE
PRO
10000
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
J1
3129
FLOOD LEVEL RECORD FROM BOM DATA.
KAYAK STEP
TO DETAIL ~2 8. C.O.S. DENOTES CONFIRM ON SITE.
NDA D
TREX COMPOSITE 99
RY
BOU JECTE
DECKING BY OTHERS 9
P1
FIXED TO MANUF. SPEC. 2/B1 B2
P1
PRO
2695
KAYAK STEP
JETTY LOADING CRITERIA:
1500
P1
J1 TO DETAIL
1200
2/B2
JETTY LIVE LOADS: = 2.0 kPa
P1
P1
~570 4075
9 4100 150 3800 MOORED VESSEL (MAX.)
TYP.
150
TYP. LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
N NOOSA WATERS
JETTY SITE PLAN JETTY FRAMING PLAN
1:100 1:100
FRAMING SCHEDULE
-
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
APPROVED PLANS
BEAMS: MCU21/0075 & OPW21/0109
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED. NOOSA COUNCIL
B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED. 11 JUNE 2021
-
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: 1320
Address:
Long View PROPOSED NEW JETTY
4 MASTHEAD QUAY, NOOSA HEADS.
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 4 MASTHEAD QUAY,
NAMED HEREIN. EXCLUSIVE NOOSA HEADS. Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 2 CONSTRUCTION ISSUE 2 C2 F.M. LOT: 632 RP: 883863 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
09/03/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
Client: ALEX WYER 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 20.001-011 S03 C2
Document Set ID: 21455084
Version: 1, Version Date: 28/04/2021
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