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20.001-004 Construction Issue C2_SARA Revisions · MCU21/0037
LOT: 9 LOT: 8 LOT: 7
JETTY LOADING CRITERIA: NOTES:
'
64.4
62°10
RP: 47488 RP: 47488 RP: 47488
56°19'
66.4
AREA: 1147.33
JETTY LIVE LOADS: = 2.0 kPa 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
EXISTING CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
7000 12512 REVETMENT
1500 MOORED VESSEL (MAX.)
(CONFIRM ON SITE) (CONFIRM ON SITE) WALL 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
LENGTH: = 5.0m
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
21.1 WEIGHT: = 1500 Kg.
320°
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
BERTHING VELOCITY: = 0.5m / Sec.
3000 EB
3000 EP 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
EP
1500 MARINE GRADE 316.
1500 1500 1500 ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
EB
EP
EP
EXISTING JETTY
7500
7500
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
TO REMAIN AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
EB
EP 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
EP
12000
12000
MERBAU TIMBER 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
DECKING (140 x 25) ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
EB BY BUILDER CONSTRUCTION WORKS.
P
EP
EP
D
EXISTING JETTY HEAD P
D 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
TO BE REMOVED
2800
P
TYP.
P FLOOD LEVEL RECORD FROM BOM DATA.
150
P
D D
D
J1
P1 P1
P1
BOUN CTED
B1
DARY
22500
P1
WAA
J2 NOTE:
J2
2000
1700
E
WAA
PROJ
B1
B1
B1
B1
WHERE PILE HEIGHT (Hp)
J1
J1
DECK ABOVE SEABED
P1 EXCEEDS 3.0m CONTACT
24790
P1
P1
P1
1500 ENGINEER TO PROVIDE PILE
TED
150 1200 2750 2750 150
RY
7000 BRACING.
WAA
BOUNDA
TYP. TYP.
PROJEC
WAA
PROPOSED JETTY
REFER DETAILS
FOR DESIGN ELEMENTS
JETTY FRAMING PLAN
1:100
PB PB
PB
P1
P1
P1
P1
Hp
FRAMING SCHEDULE
PIERS:
EP - EXISTING PILE TO BE REMAIN.
DP - EXISTING PILE TO BE DEMOLISHED.
P1 - 200Ø HWD. PIER, H6 TREATED. SEABED
BEAMS:
EB - EXISTING BEARER TO BE REMAIN
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
TYP.
3000
WAA
NAVIGAT JOISTS:
ION COR
RIDOR
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
3000
J2 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
WAA PILE BRACES:
NAVIGATION CORRIDOR
NOOSA RIVER PB - CONTACT ENGINEER IF REQUIRED.
JETTY RIVER ELEVATION
2000
FISH ALL TIMBER SHALL BE H6 TREATED.
1:50
FISH
EXISTING HANDRAIL
RIGID HANDRAIL TO
COMPLY WITH NOOSA
JETTY SITE & WATER ALLOCATION PLAN COUNCIL REGULATIONS.
1:100 PROPOSED PORTION OF TOP OF WALL
EXTENSION EXISTING TO RL 0.62 AHD
N
DECK REMAIN
RL 0.62 m AHD
RL 0.42m H.A.T.
EP
LEGEND
EP
EP
EP
P1
P1
WAA DENOTES PROPOSED WATER ALLOCATION AREA EXISTING
BASED ON EPP/2016/2088.V.5.01 RULES REVETMENT WALL
NOTE:
WHERE PILE HEIGHT (Hp) STONE PITCHING
AWAA DENOTES ADJACENT PROPERTY WATER DECK ABOVE SEABED
ALLOCATION AREA PRESERVED. EXCEEDS 3.0m CONTACT
ENGINEER TO PROVIDE PILE
FISH DENOTES FISH HABIT MANAGEMENT AREA BRACING.
BED
SEA
TYP.
3000
JETTY SIDE ELEVATION
1:50
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: 1284
Address:
Long View PROPOSED EXTENSION TO EXISTING JETTY
15 NOOSA RIVER DRIVE, NOOSA NORTH SHORE
SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 15 NOOSA RIVER DRIVE,
USE IS GRANTED UNDER THE NOOSA NORTH SHORE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. LOT 8 ON RP47488 V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
20/10/2020
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Client: JULIAN & CHELSEY DRAKE Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. Email: [email protected] DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
ISSUE". Internet: www.longviewconsulting.com.au
No. DESCRIPTION REV. APP. F.M. F.M. 19951 20.001-004 S03 C2
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