Council archive · source document
21.101-010 2-1 Sunseeker Cl Jetty_Structural_[C1] Engineering Plans · MCU25/0034
From the archive 2-1 Sunseeker Cl Jetty_DA.zip, inside Combined Application MCU25/0034 & OPW25/0048 - DA Form 1, Owners Consent, Engineering Plans, Form 15. File date in the archive: 2025-02-05 14:39.
Attached to the e-mail FW Owners Consent proposed new jetty at Unit 21 Sunseeker Close Noosa Waters.msg, inside Combined Application MCU25/0034 & OPW25/0048 - DA Form 1, Owners Consent, Engineering Plans, Form 15.
Plans and drawings: the text below has words only, no drawings.
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
213°00'00"
40°00'00"
LOT: 1 LOT: 2 LOT: 920
27.39
25.41
GTP: 102778 GTP: 102778 RP: 845981 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
DO NOT FIX JETTY MARINE GRADE 316.
AREA: 207.88 m²
TO EXISTING ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
REVETMENT WALL AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
EXISTING 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
1000
REVETMENT AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
3220 3220 WALL. 1500
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
7.94
129°00'00" 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
B1 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
P1
P1
CONSTRUCTION WORKS.
2325
HANDRAIL TO DETAIL.
RIGID HANDRAIL TO J1 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
COMPLY WITH FLOOD LEVEL RECORD FROM BOM DATA.
B1
PROJECTED
NOOSA COUNCIL
BOUNDARY
PROJECTED
P1
BOUNDARY
P1
8000
8000
REGULATIONS. 8. C.O.S. DENOTES CONFIRM ON SITE.
2325
J1
HARDWOOD
B1 DECKING BY OTHERS
P1
FIXED TO MANUF. SPEC.
P1
2200
~2380 ~3080 J1
JETTY LOADING CRITERIA:
MOORING POST TO DETAIL.
B1 JETTY LIVE LOADS: = 2.0 kPa
P1
P1
1500 MOORED VESSEL (MAX.)
TYP.
150 1200
150
LENGTH: = 5.0m
TYP.
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
NOOSA WATERS N
JETTY SITE PLAN JETTY FRAMING PLAN
1:100 1:100
FRAMING SCHEDULE
PIERS:
P1 - 200Ø HWD. PIER, H5 TREATED W/ PVC TIDAL ZONE COLLAR.
BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H4 TREATED.
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H4 TREATED.
ALL EXPOSED TIMBER SHALL BE MINIMUM H4 TREATED.
HANDRAIL TO DETAIL.
RIGID HANDRAIL TO COMPLY WITH
MOORING POST MOORING POST
NOOSA COUNCIL REGULATIONS.
TO DETAIL. TO DETAIL.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m
RL 0.44m AHD
P1
P1
P1
P1
EXISTING
REVETMENT WALL.
P1
P1
SEABED STONE PITCHING TO BE SEABED
RECTIFIED
POST-INSTALLATION OF
PILES TO COUNCIL
TYP.
3000
APPROVAL CONDITIONS.
TYP.
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 SERVICES
Email: [email protected]
Phone: 0408 137 526
Long View PROPOSED NEW JETTY
2/1 SUNSEEKER CLOSE, NOOSAVILLE 4566 QLD
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS Client: PAUL & DEBBIE BIRSS
NAMED HEREIN. EXCLUSIVE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
V Post: PO Box 963 Cooroy QLD 4563
DRAWN
N.N.
CHECKED
F.M.
APPROVED DATE
05/02/2025
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 21.101-010 S03 C1
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