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Approved Plans 142006.2191.01
Plans and drawings
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Log in to see the plans as drawn NOOSA COUNCIL
NOTES:
APPROVED PLAN 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
142006.2191.01 3 DEC 2021 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
°4 2
0"
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
33 9.14
6'2
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
3
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
MARINE GRADE 316.
ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
LOT: 793
AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
RP: 910421
AREA: 771 m² 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
30 8.32
0°1 4
9'4 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
5"
DA ED
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
RY
UN CT
DO NOT FIX JETTY
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
BO OJE
TO EXISTING
CONSTRUCTION WORKS.
PR
REVETMENT WALL
25"
197 .007
°09'
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
41
FLOOD LEVEL RECORD FROM BOM DATA.
EXISTING
1000
8300
REVETMENT 8. C.O.S. DENOTES CONFIRM ON SITE.
DEMOLISH EXISTING 16 WALL
JETTY RETAIN PILES 286° .702
1500 47'3
WHERE PRACTICABLE 5"
AND COMPLIANT WITH HANDRAIL TO DETAIL. B1
NEW DESIGN RIGID HANDRAIL TO
JETTY LOADING CRITERIA:
P1
P1
12 COMPLY WITH NOOSA
13
2550
5 EXISTING Floatbrick COUNCIL REGULATIONS. J1
JETTY LIVE LOADS: = 2.0 kPa
boat storage device RE-USE EXISTING PILES
0
3.0m x 6.0m B1
P1
1000
P1
IF IN GOOD CONDITION MOORED VESSEL (MAX.)
Seabed Anchors to DECKING & FIXING AND POSITIONED PER LENGTH: = 5.0m
Detail J1 NEW DESIGN. CONSULT
2550
BY OTHERS
1500
WEIGHT: = 1500 Kg.
STRUCTURAL ENGINEER
10000
FOR APPROVAL BERTHING VELOCITY: = 0.5m / Sec.
BOU ECTED
B1
RY
P1
P1
NDA
J
PRO
2550
7000 J1
P1
P1
P1
B1
FRAMING SCHEDULE
J2
B1
B1
B1
1500
1200
1200
8191
PIERS:
P1 P1 P1 - 200Ø HWD. PIER, H6 TREATED.
P1
TYP.
J1
J1
P1
150
1500 BEAMS:
NOOSA WATERS 150 2750 2750 1200 150
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
TYP. TYP. JOISTS:
7000 J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
J2 - 2/150 x 75 F14 HWD. JOISTS, H6 TREATED.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
JETTY SITE PLAN JETTY FRAMING PLAN
1:100 1:100
N
HANDRAIL TO DETAIL.
DO NOT FIX JETTY
RIGID HANDRAIL TO
TO EXISTING
COMPLY WITH NOOSA
REVETMENT WALL
COUNCIL REGULATIONS.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.0m
MAXIMUM WATER
RL 0.44 AHD
P1
P1
P1
P1
P1
EXISTING
REVETMENT WALL
P1
P1
P1
P1
STONE PITCHING SEABED
SEABED
TYP.
TYP.
3000
3000
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
CONSTRUCTION
© 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: 1350
Address:
Long View PROPOSED JETTY REFURBISHMENT
43 THE ANCHORAGE ,NOOSAVILLE
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 43 THE ANCHORAGE, NOOSAVILLE.
NAMED HEREIN. EXCLUSIVE LOT: 793 RP: 910421 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
Client: M & D FRANCIS V Post: PO Box 963 Cooroy QLD 4563
DRAWN
J.L.
CHECKED
F.M.
APPROVED DATE
24/08/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
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 20.001-024 S03 C1
Document Set ID: 21712082
Version: 1, Version Date: 25/11/2021
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