Council archive · source document
21.101_16_31 Saltwater Ave Jetty · 132002.220261.1
SALTWATER AVENUE NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
LOT: 331 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
RP: 883849
AREA: 831 m² 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
DO NOT FIX JETTY "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
TO EXISTING
REVETMENT WALL 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
EXISTING 1500 MARINE GRADE 316.
REVETMENT
ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
WALL 150 AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
1300
6.231 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
199°07'30" B1
P1
P1
KAYAK HANDRAIL TO DETAIL. 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
2350
STEP TO RIGID HANDRAIL TO
1500 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
DJ1
8.03 DETAIL. COMPLY WITH NOOSA
O/A 21°0 7
7000
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
PROJECTED
BOUNDARY
2'30
"
COUNCIL REGULATIONS.
.
CONSTRUCTION WORKS.
EQ
P1
2/ B1
P1
32x140 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
TJ
MERBAU FLOOD LEVEL RECORD FROM BOM DATA.
.
EQ
P1
3200
O/A
DECKING.
DJ1
3000 DJ2 8. C.O.S. DENOTES CONFIRM ON SITE.
7000
P1
P1
B2(u)
150
320 150
4600
4600 JETTY LOADING CRITERIA:
JETTY LIVE LOADS: = 2.0 kPa
NOOSA WATERS MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
N
JETTY SITE PLAN JETTY FRAMING PLAN BERTHING VELOCITY: = 0.5m / Sec.
1:100 1:100
FRAMING SCHEDULE:
PIERS:
P1 - 150Ø HWD PIER, H5 (MIN.) JACKETED WITH 225Ø PVC
SLEEVE TO MIN. 300mm SEABED EMBEDMENT.
BEAMS:
B1 - 150 x 75 F14 HWD BEARER, H4 TREATED.
B2 - 2/200 x 75 F14 HWD BEARER, H4 TREATED.
(S.S. COACH-SCREW LAMINATED PER AS1684)
TJ - 150 x 75 F14 HWD TRIMMER BEAM, H4 TREATED.
JOISTS:
DJ1 - 150 x 75 F14 HWD JOISTS AT 700 MAX. CRS, H4 TREATED.
DJ2 - 150 x 75 F14 HWD JOISTS AT 500 MAX. CRS, H4 TREATED.
HANDRAIL TO DETAIL. 3200
RIGID HANDRAIL TO
COMPLY WITH NOOSA
COUNCIL REGULATIONS. TOP OF WALL TOP OF WALL
RL 1.0m AHD RL 1.0m AHD
DECK
DECK RL 1.0m AHD
RL 1.00m
RL 0.44m AHD
P1
P1
P1
P1
P1
P1
P1
P1
EXISTING
SEABED REVETMENT WALL
SEABED
2500
STONE PITCHING
2500
2500
3000
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 SERVICES
Email: [email protected]
Phone: 0408 137 526
Long View EXISTING JETTY REPLACEMENT
31 SALTWATER AVENUE, NOOSAVILLE, 4566, QLD
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE
1 CONSTRUCTION ISSUE C3 F.M.
Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers DRAWN CHECKED APPROVED DATE SCALE BAR DRAWING SCALES DRAWING SIZE
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 1 CONSTRUCTION ISSUE C2 F.M. V Post: PO Box 963 Cooroy QLD 4563
N.N. N.N. 21/07/2026 1:100, 1:50 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
Email: [email protected]
21.101-016 S03 C3
DESCRIBED AS "CONSTRUCTION
ISSUE". No. DESCRIPTION REV. APP. Internet: www.longviewconsulting.com.au F.M. F.M. 19951
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