Council archive · source document
20.016 11 Ravenwood Dr Jetty_Construction Issue C2 · MCU21/0111
Attached to the e-mail COMBINDED APPLICATION MCU210111 & OPW21/0182 - Civil Plans - DA Form 1 - Title Search - Tide levels drawing - State Owners Consent Letter - Form 15 - 11 Ravenwood Drive, Noosa Heads.
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
LOT: 71 LOT: 2 LOT: 1 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
63°59'40"
RP: - RP: 281580 RP: 281580
27.447
AREA: 622 m² 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
DO NOT FIX JETTY THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
241°17'00"
TO EXISTING "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
31.260 REVETMENT WALL
REFER TO ELEVATION
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
FOR H.A.T. AT
MARINE GRADE 316.
REVETMENT WALL
'00"
EXISTING ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
74°15 2
3.08
1000
REVETMENT AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
9042 8500 WALL 1500
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
15.944
3.285 0" 150°58'50"
AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
8'4
137°5 B1
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
P1
P1
HANDRAIL TO DETAIL.
RIGID HANDRAIL TO 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
2770
J1 COMPLY WITH NOOSA ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
COUNCIL REGULATIONS. CONSTRUCTION WORKS.
2/B1
P1
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
P1
FLOOD LEVEL RECORD FROM BOM DATA.
1500 J1
2770
8. C.O.S. DENOTES CONFIRM ON SITE.
2/B1
WAA
P1
BOU CTED
P1
Y
15000
15000
NDAR
ACCOYA DECKING
PROJECTED
BOUNDARY
WAA
2770
BY OTHERS
E
J1 JETTY LOADING CRITERIA:
PROJ
~17500
FIXED TO MANUF. SPEC.
WAA
2/B1 JETTY LIVE LOADS: = 2.0 kPa
P1
1500
P1
J1 MOORED VESSEL (MAX.)
2770
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
P1 2/B1 BERTHING VELOCITY: = 0.5m / Sec.
P1
2770
J1
B1
FRAMING SCHEDULE
~483 PIERS:
0
P1
P1
P1 - 200Ø HWD. PIER, H6 TREATED.
~9220 150 1200
TYP.
1500
150
TYP.
BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
WAA JOISTS:
NAVIGATION CORRIDOR J1 - 150 x 75 F14 HWD. JOISTS AT 480 CRS, H6 TREATED.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
NOOSA WATERS JETTY FRAMING PLAN
1:100
JETTY SITE PLAN
1:100
N
LEGEND
HANDRAIL TO DETAIL.
WAA DENOTES PROPOSED WATER ALLOCATION AREA RIGID HANDRAIL TO
BASED ON EPP/2016/2088.V.5.01 RULES 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
P1
EXISTING
REVETMENT WALL
P1
P1
SEABED
STONE PITCHING
SEABED
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: 1334
Address: 11 RAVENWOOD DRIVE,
Long View PROPOSED NEW JETTY
11 RAVENWOOD DRIVE, NOOSAVILLE.
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS NOOSAVILLE 4566
NAMED HEREIN. EXCLUSIVE LOT: 2 RP: 281580 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. Client: MICHAEL WILKES V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
07/04/2021
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 20.001-016 S03 C2
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