Council archive · source document
Approved Plans - MCU22-0017 · MCU22/0017
Plans and drawings: the text below has words only, no drawings.
JETTY LOADING CRITERIA:
JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Second
EXISTING
REVETMENT WALL P1 B1
P1
NOTES:
DO NOT FIX JETTY TO
J1
J1
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
REVETMENT WALL. CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
J1
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY
HANDRAIL TO DETAIL. WITH THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL
POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL
WORKS".
P1 B1 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE
P1
LOT: 267 APPROVED MARINE GRADE S16. ALL OTHER STEEL WORK,
9000
INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS SHALL BE HOT
RP: 856191 DECKING TO
DIP GALVANIZED OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR
107°20'00"
107°20'00"
AREA: 730 m² CLIENT SPEC.
N
J1
J1
41.498
41.498
RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS STEEL BAND.
BY BUILDER. 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE
J1
DRAWINGS.
P1 B1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
P1
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR
TO CONSTRUCTION WORKS.
150 2675 2675
7. TIDAL LEVELS REFERENCE MARITIME SAFTY QLD. PUBLISHED TIDE
J2
DATA. FLOOD LEVEL RECORD FROM BOM DATA.
J1 J2 JOIST
P1
J1
P1
FRAMING SCHEDULE
1500
BLOCKING
P1 P1
B1
B1
J1 B1 BEAMS:
P1
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
17.600
P1
17°20'00" 5500 1500
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
DECKING TO
J2 - 2/150 x 75 F14 HWD. DOUBELING JOISTS.
CLIENT SPEC.
FIXED WITH 1-M12 GR316 S.S. THROUGH BOLTS,
File: C:\- A Projects\00 - Black & More\7882 - 19 The Peninsula Jetty\ 7882-S004C(P1) - Site Plan, Framing Plan & Jetty Elevations.dwg
BY BUILDER
JETTY PLAN 100 FROM ENDS AND AT 450 MAX. CRS IN BETWEEN,
9000
PROJECTED
CENTRAL TO JOIST VERTICAL AXIS.
BOUNDARY
PROJECTED
1500
BOUNDARY
1:100
PIERS:
1500
P1 - 200Ø HWD. PIER, H6 TREATED.
NOTE: ALL EXPOSED TIMBER SHALL BE H6 TREATED.
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT
EXCEED THE PILE DEPTH IN THE NATURAL GROUND. APPROVED PLAN
6600 7000 4000
MCU22/0017
NOOSA COUNCIL
01 MARCH 2022
PROPOSED JETTY RECORD FLOOD LEVEL
REFER DETAILS FOR DESIGN RL 2.0 AHD
ELEMENTS
DECK RL 1.2 AHD
MAXIMUM WATER
JETTY DECK TO BE AT RL1.0M AHD OR RL 0.6 AHD B1 B1
LEVEL WITH THE TOP OF THE
P1
P1
P1
P1
P1
P1
SEABED
REVETMENT WALL SEABED
TYP.
TYP.
3000
3000
SITE PLAN
1:200
JETTY "RIVER VIEW" ELEVATION JETTY EXTENSION L "END" ELEVATION
Printed: 08 November 2021, 12:25 PM
1:100 1:100
FOR CONSTRUCTION
R.P. DATA © Black & More Client Project Drawing Title
LOT: 267 This document is and shall remain
Black & More
ABN 19 609 960 232
ANDREW HAY PROPOSED JETTY
RP: 856191 the property of Black & More. Address
19 THE PENINSULA NOOSA WATERS SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
19 THE PENINSULA NOOSA WATERS
for the purposes for which it was
commissioned and in accordance
Noosa Heads QLD. 4567
PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 12/11/21
AND JETTY ELEVATIONS
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check JB
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE RPEQ 23058
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
JB
Design
Check SS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7882 - S004 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Document Set ID: 21816074
Version: 1, Version Date: 10/02/2022
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