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7550B_39 The Anchorage Jetty_Construction Issue · OPW19/0099
Attached to the e-mail Operational Works Application OPW19/0099 - DA form 1 - Plans - Form 15 - 39 The Anchorage Noosaville.
EXISTING 1500 JETTY LOADING CRITERIA:
1000
REVETMENT WALL
JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
B1
2000
BERTHING VELOCITY: = 0.5m / Second
DO NOT FIX JETTY TO
REVETMENT WALL.
P1 TIE-UP RAIL BY OTHERS
J1 J1
AS SHOWN ON JETTY EDGE
NOTES:
2200
J1
KAYAK STEP
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE
TO DETAIL. RIGID HANDRAIL TO
P1 B1
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
COMPLY WITH NOOSA STRESS GRADE OF F14.
29°29'10"
3000
42.452
COUNCIL REGULATIONS. 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL
N COMPLY WITH THE ENVIRONMENTAL PROTECTION
J1 J1
187°32'10"
AGENCY'S OPERATIONAL POLICY - "BUILDING AND
2250
LOT 795
42.102
J1
ENGINEERING STANDARDS FOR TIDAL WORKS".
RP 9910421 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL
P1 BE APPROVED MARINE GRADE S16. ALL OTHER STEEL
AREA: 774m² B1 TIE-UP RAIL BY OTHERS
WORK, INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS
AS SHOWN ON JETTY EDGE
P1 SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED
J1 J1
OR RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS
2200
HANDRAIL TO DETAIL.
STEEL BAND.
J1
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM
THESE DRAWINGS.
B1
P1
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550B - 39 The Anchorage, Noosaville. QLD\ 7550B -S004(C1) - Site Plan, Framing Plan & Jetty Elevations.dwg
P1
TREX COMPOSITE FRAMING SCHEDULE
2200
DECKING BEAMS:
J1 J1
J1
FIXED TO MANUF. SPEC. B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
2.033
P1 B1 P1 JOISTS:
277°24'15" J1 - 150 x 75 F14 HWD. JOISTS AT 750 CRS, H6 TREATED.
150 1200
TYP.
PIERS:
150
5.026 TYP.
14.618 P1 - 200Ø HWD. PIER, H6 TREATED.
272°09'55" 266°55'40"
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
JETTY PLAN
1:100
NOTE: RIGID HANDRAIL TO TOP OF WALL
10000
COMPLY WITH NOOSA RL 0.00 AHD
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT COUNCIL REGULATIONS T.B.C.
EXCEED THE PILE DEPTH IN THE NATURAL GROUND.
DO NOT FIX JETTY TO
REVETMENT WALL
RECORD FLOOD LEVEL KAYAK STEP
RL T.B.C. BEYOND
10000 1500
DECK RL T.B.C.
PROPOSED JETTY EXISTING JETTY MAXIMUM WATER
REFER DETAILS FOR TO BE RL T.B.C.
P1
P1
P1
P1
DESIGN ELEMMENTS DEMOLISHED EXISTING
P1
P1
REVETMENT
P1
SEABED WALL
SEABED STONE PITCHING
TYP.
3000
TYP.
3000
TYP.
3000
SITE PLAN
SCALE 1:200
JETTY FRONT ELEVATION JETTY SIDE ELEVATION
1:100 1:100
CONSTRUCTION ISSUE
Printed: 18 April 2019, 3:32 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1166 This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
39 THE ANCHORAGE, NOOSAVILLE. QLD 4566 SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 93 Digger St Cairns North QLD 4870
39 THE ANCHORAGE, NOOSAVILLE
LOT 795 ON 9910421
for the purposes for which it was
commissioned and in accordance
PO Box 999N Cairns North QLD 4870
Drawn Drawing Approved Date 18/04/19
AND JETTY ELEVATIONS
Telephone (07) 4031 9944 ST FM
Client: with the Terms of Engagement for Check
the commission. Unauthorised use Email [email protected] Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 18/04/19 S & J HARRIS RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Internet www.blackm.com Designed
FM
Design
Check JB Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550B- S004 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
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