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Approved Plans OWP19/0242 · OPW19/0242
Plans and drawings: the text below has words only, no drawings.
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NOOSA COUNCIL
APPROVED PLAN
OPW19/0242 31 MAR 2020
[OCR of page images]
GENERAL NOTES
The works that are the subject of these plans are structurally adequate for anticipated usage as detailed and W E T B E R T H E D V E S S E L S 40500 3000 10500
certifiedon these plans.
All structures depicted have been designed to comply withl relevant regulations as set by statutory authorities _
and The Prescribed Tidal Works Code (Schedule 3 of the Coastal Protection & Management Regulation 2017} MAXIMUM VESSEL LENGTH - 19.95m REFLECTIVE TAPE FOR | Aca eRe ery
All structures depicted herein have been designed in accordance with Australian Standards AS1170.0; AS1170.1; MAXIMUM VESS M - 7.15m
AS1170.2; AS11704: AS4997; — AS1720.1: AS2159; AS3600; AS3962; Relevant local covenants, where applicable, M VESSEL BEA ‘
have been considered in the design.
Anchorage piles where applicable have been designed assuming independence from any adjacent revetment
LEASE BOUNDARY
structures. - / / MAXIMUM VESSEL LENGTH - 10.4m yu 26.0m 88° 46"
Where applicable, the existing revetment wall appears (to the best extent that could be reasonably determined via MAXIMUM VESSEL BEAM - 5.0m :
|
|
|
!
non-destructive inspection) to be adequate for typical service loads (such as live, dead and impact) that may be .
imposed by the proposed gangway/abutment connection. T
ip uy TT
The following design parameters form the basis for the design of the ] |
structure/s depicted herein ~ MAXIMUM VESSEL LENGTH - 8.0m 10.4 x 5.0m
16a Gangways - Multiple user Structure Design Live Load - 4.0 kPa - Concentrated load of 4.5Kn poy
166 Pontoon - Multiple user piled Structure Design Live Load - 3.0 kPa - Concentrated load of 4.5Kn MAXIMUM VESSEL BEAM - 2.5m i
16c¢ (Deck or Jetty) Multiple user piled Structure Design Live Load ~ 5.0 kPa ~- Concentrated load of 4.5Kn NOTE: FOR MOORING
16d Design Wave height - 0.6 m NU ORIN
16e Design ultimate wind velocity - 34 m/s - Nil mooring where Ws exceeds 215 m/s. _ PILE LOCATIONS
16f Max stream velocity (2% exceedance probability) <0.5m/s maximum MAXIMUM VESSEL LENGTH - 8.0m REFER DRG. No. DO9
169 Anchorage, Mooring, Boardwalk or Jetty (where applicable) to be installed in accordance with AS2159 to MAXIMUM VESSEL BEAM - 2.5m
ensure
the following minimum (working) design loads are achieved (Unless Noted Otherwisel :
(etary Cooaciy 80 tomes MAXIMUM VESSEL LENGTH - 4.8m
MAXIMUM VESSEL BEAM - 185m
4
ON CP 907410
8.0x25m 4
!
2
38.0m 178° 46°
--~- EXISTING STRUCTURES
TO BE REMOVED
i All steelwork to comply with AS4100. All welds to be 6mm continuous fillet welds UN.O.
All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.
Stainless steel restraint cables to be min 8mm diam, Grade 316 and in accordance with AS 2837 where MAXIMUM VESSEL LENGTH - 4.8m
applicable.
concre re MAXIMUM VESSEL BEAM - 1.85m EXISTING STRUCTURES ExigTINe |
a 1
31° All concrete work to comply with AS3600. TO BE REMOVED t BUILDING |
32 Pontoon concrete strength to be S40MPa marine grade. U.N.0. wel |
33 Insitu pile concrete 32 MPa & Abutment Block concrete S40MPa marine grade. UN.O. 4
3.4. Minimum cover to the reinforcement - 50mm U.N.O. |
ALUMINIUM
4.1 All aluminium to comply with AS1664 and to be {minimum} Grade 6063 T5 UNO. N OOSA co U N Cc I L
4.2. Butt welds, where specified, to have full penetration.
43. Surfaces between aluminium and concrete separated by bituminous membrane. AP P ROVE D P LAN
OPW19/0242 31 MAR 2020
1000—~ 22090
415m 358° 46"
14.0m 268° 46°
). FLOTATION
5.1 Design stability load applied across half the width of the floating pontoon and on the entire gangway will
produce a maximum tilt not exceeding 15 degrees and will not cause any corner to emerge from the water.
The minimum freeboard under such loading will not be less than 75mm at any point on the pontoon. TER RAC E
. (CAPRI SERIES) flotation modules are manufactured using rotationally moulded medium density polyethylene, and
form a complete seal impervious to marine organisms known to attach to such structures under typical conditions. SITE PL. AN SCALE 1:400
NOTE: 6150-200 x 7.2m (MAX. LENGTH) HS TREATED
, net All timber work f ly with AS 1720.1 to be minimum F17 hardwood. HARDWOOD MOORING PILES WITH PVC CASINGS NOT SHOWN
. en wore Fo Comply To Be mining) : N ELEVATION FOR CLARITY. ENSURE 3.0m EMBEDMENT
6.2. All bolted timber connections, where specified, to be galvanized (or stainless steel equivalent). ° OR CLA ENSU m EDME
. FIXINGS & FINISHINGS ‘ RE-USE EXISTING ee"
ae . 7.5m x 320m GANGWAY
7.1 All fixings to be 316 Grade Stainless Steel UNO. 4.0m x 3.0m FLAT \ pst v
IT 1S THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY _ DECK PONTOONS I fet was wo?
VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS
EXISTING BUILDING
DO NOT SCALE DRAWINGS.
APPROX. SEABED. ]
|
9400 x 275kN |
SPUN CONC. PILE —
THE WORKS THAT ARE THE SUBJECT OF THESE PLANS $400 x 275kKN
ARE STRUCTURALLY ADEQUATE FOR ANTICIPATED USAGE SPUN CONC. PILE
AS DETAILED AND CERTIFIED ON THESE PLANS. ELEVATION | scate 1:200
DATE | REVISION BRAWN BY) (171 4S MARINE INTERNATIONAL (oare (7*°*T PROPOSED PONTOON CERTIFIED
08.10.2019 | AMENDED LAYouT MED. TRADING AS © SUPERIOR? 25/07/19 ora. rite SITE PLAN, ELEVATION AND GENERAL NOTES MARK WICHLINSKI
16.12.2019 | MOORING PILES ADDED M.ED. SUPERIOR JETTIES CENT CONSULTING ENGINEERS PTY LTD
DRAWING No: CATALINA
M.F.D. ADDRESS et
17.02.2020 1 MOORING PILES REVISED AND RELOCATED Sarre ean aieewarionat pry, ur. Mail Address: P.0. Box 202 Labrador 4215 ||16394-D01 172 GYMPIE TERRACE ‘Gi dhe
\
i
i
400 x 275KN i
SPUN CONC. PLE
'EMBEDMENT
10/03/20 RETRO REFLECTIVE TAPE ADDED TO MOORING PILE. DG NO PART OF THIS DOCUMENT MAY BE COPIED,
REPRODUCED, STORED N ARETRIEVABLE SYSTEM | | 4 55) co) gong REVISION NO: NOOSAVILLE
IN ANY FORM, OR TRANSMITTED BY ANY MEANS: e iN
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5596 8222 DRAWN BY zz CHECKED BY "APER SIZE SCALE NPE
ATLAS MARINE INTERNATIONAL PTY, LTD, Email:info@superior jetties.com MW. A3 AS NOTED _) RPEQ: 1643, RPB: EC36234
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Page 2
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0242 31 MAR 2020
[OCR of page images]
L500 >t 3013 3013
25 x 25 x 3 ANGLE GATE
TRACK SUPPORTS x 80
LONG, 5mm DOWN FROM
TOP OF FRAME (TYPICAL)
CAST ALUMINIUM ROUNDED
CORNER BRACKETS THS §~T] [Typ wap 500 MAX. 8 HEAVY DUTY
En U.N.O.
END (2 No.} MOORING CLEATS
se YE
j~— 200
J
430~|
46
LONGITUDINAL STRENGTHENING BEAM
L
460
\ Gn FRAME TIE BOLTS x 300 LONG TO TLAYER OF
FULL PERIMETER OF FRAME AT 500 SL82 FABRIC
CRS. U.N.O. TIE FABRIC TO BOLTS Lo
2N16 EDGE BARS x 2600
46
990 ELBOW THROUGH DECK
He #90 TEE THROUGH DECK
Ul #90 CONDUIT
760
HHH FRAME TIE BOLTS
AT 250 CRS, FRAME TIE BOLTS AT
PLL. 250 CRS. ON HINGE END =
| |-—— anie EDGE Bars
x 1600 LONG 2N16 EDGE BARS x 1250 LONG
LONGITUDINAL STRENGTHENING BEAM
= Se a sey
460 |
60 Lan
|
460
~
| os ea tm ma
A [ FRAME TIE BOLTS AT a CRS. WAR
bW
l= 430
200 -=|
CAST ALUMINIUM SQUARE CORNER
BRACKETS THIS END (2 No.)
10300
PONTOON P11 PLAN - scate 1:40
3000
ELITE SERIES ALUMINIUM 50 MPa CONCRETE DECK
PONTOON FRAME M16 TIE BOLTS x 300 LONG TO FULL
'
PERIMETER OF FRAME AT 500 CRS. SL82 FABRIC,
UNO. TIE OR WELD FABRIC TO BOLTS 50mm TOP COVER
'
a
= =
R10 LIGS AT 300 CRS. 30 COVER
300] 150 4N16 LONGITUDINAL BARS
500
FREEBOARD
w
WATER LEVEL) &
NOOSA COUNCIL
APPROVED PLAN
OPW19/0242 31 MAR 2020
”
\_
SL CLASS POLYSTYRENE WRAPPED IN
1.6mm POLYETHYLENE EXTERNAL SKIN
SECTION A _ A SCALE 1:25 WITH CONTINUOUSLY WELDED JOINTS
No: | DATE REVISION DRAWN B ATLAS MARINE INTERNATIONAL (Dare PROCT — PROPOSED PONTOON CERTIFIED
TRADING AS S SUPERIOR® 25/07/19 ore. rire PONTOON P1 CONSTRUCTION DETAILS MARK WICHLINSKI
SUPERIOR JETTIES CLIENT CONSULTING ENGINEERS PTY LTD
DRAWING NO: CATALINA
copyRiGHT © 2019 . ‘ADDRESS
ATLAS me INTERNATIONAL PTY, LTD. Mait Address: P.O, Box 202 Labrador 4215 16 3 9 4 7 D 0 2 172 GYMPIE TERRACE
NO PART OF THIS DOCUMENT MAY BE COPIED,
REPRODUCED, STORED IN A RETRIEVABLE SYSTEM REVISION NO: NOOSAVILLE
JN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: {07) 559% 8200 CHECKED BY PAPER SIZE SCALE
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222
ATLAS MARINE INTERNATIONAL PTY, LTD. Email:info@superior jetties.com AB AS NOTED _} \_ RPEQ: 1643, RPB: EC36234
Page 3
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0242 31 MAR 2020
[OCR of page images]
25 x 25 x 3 ANGLE GATE
TRACK SUPPORTS x 80
LONG, Smm DOWN FROM
TOP OF FRAME {TYPICAL] Le 500 MAX.
UNO
CAST ALUMINIUM
8 HEAVY DUTY ROUNDED CORNER
MOORING CLEATS BRACKETS THIS
END {2 No.)
[— 200
|__|
£ t t
x
daca
t t t i t I
| 3013
+ i
|
P30]
7
LONGITUDINAL STRENGTHENING BEAM
M16 FRAME TIE BOLTS x 300 LONG TO
TLAYER OF FULL PERIMETER OF FRAME AT 500
SL82 FABRIC CRS. UN.G. TIE FABRIC TO BOLTS
FRAME TIE BOLTS AT
250 CRS. ON HINGE END #90 CONDUIT
460
T
46
760
$90 TEE THROUGH DECK
90 TEE THROUGH DECK
2N16 EDGE BARS
x 2600 LONG 2N16 EDGE BARS x 1500 LONG
LONGITUDINAL STRENGTHENING BEAM
Zz
oe
460 |
460
=
“+
[
be 4
A ie FRAME TIE BOLTS AT 250 CRS.
200
CAST ALUMINIUM SQUARE CORNER
BRACKETS THIS END (2 No.)
3013
10300
PONTOON P2 PLAN - scaLe 1:40
ELITE SERIES ALUMINIUM 50 MPa CONCRETE DECK
PONTOON FRAME M16 TIE BOLTS x 300 LONG TO FULL
t
PERIMETER OF FRAME AT 500 CRS. SL82 FABRIC,
UNO. TIE OR WELD FABRIC TO BOLTS 5mm TOP COVER
t
n
Loa
- 300——| 150 it 4N16 LONGITUDINAL BARS
ee
=
3
R10 LIGS AT 300 CRS. 30 COVER
500
FREEBOARD
A
WATER LEVEL D&S
NOOSA COUNCIL
APPROVED PLAN
OPW19/0242 31 MAR 2020
_
\_
SL CLASS POLYSTYRENE WRAPPED IN
1.6mm POLYETHYLENE EXTERNAL SKIN
WITH CONTINUOUSLY WELDED JOINTS
SECTION A-A | scate 1:25
Nor} DATE | REVISION DRAWNEY) | ATLAS MARINE INTERNATIONAL (are (7° PROPOSED PONTOON CERTIFIED
TRADING AS S SUPERIOR® 25/07/19 orG. 17 PONTOON P2 CONSTRUCTION DETAILS MARK WICHLINSKI
SUPERIOR JETTIES CLIENT CONSULTING ENGINEERS PTY LTD
DRAWING No: CATALINA
ADDRESS
SILAS AMY eRWATIONAL Pr LTD Mail Address: P.0, Box 202 Labrador 4215 | |16394-D03 172 GYMPIE TERRACE
NO PART OF THIS DOCUMENT MAY BE COPIED,
REPRODUCED, STORED IN A RETRIEVABLE SYSTEM REVISION NO: NOOSAVILLE
IN ANY FORM, OR TRANSMITTED BY ANY MEANS. Ph: (07) 5594 8200
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) $594 8222 DRAWN BY DESIGNED CHECKED BY PAPER SIZE SCALE NPER No 832296
ATLAS MARINE INTERNATIONAL PTY, LTD, Email: info@superior jetties.com \_ MED. Mw, A3B 4: 100 RPEQ: 1643, RPB: EC36234
Page 4
- NOOSA COUNCIL APPROVED PLAN OPW19/0242 31 MAR 2020 [OCR of page images] 9150-6200 HS TREATED HARDWOOD MOORING PILE WITH PVC CASING (5 No.) TO BE FITTED WITH RETRO REFLECTIVE TAPE FOR NAVIGATIONAL SAFETY 9400 x 275kN SPUN CONC. PILE LEASE BOUNDARY 9400 x 275kN SPUN CONC. PILE 415m 358° 46" 400 x 275kN SPUN CONC. PILE EXISTING BUILDING PILE SET OUT PLAN | scate 1:50 240m 88° 46° 38.0m 178° 46° NOOSA COUNCIL APPROVED PLAN OPW19/0242 31 MAR 2020 DATE 16.12.2019 REVISION DRAWN BY) MOORING PILES ADDED MF.D. 17.02.2020 MOORING PILES REVISED AND RELOCATED M.F.D. 10/03/20 RETRO REFLECTIVE TAPE ADDED TO MOORING PILE. OG ATLAS MARINE INTERNATIONAL TRADING AS SUPERIOR JETTIES COPYRIGHT © 2019 ATLAS MARINE INTERNATIONAL PTY, LTO. No PART OF THIS DOCUMENT MAY BE COPIED, REPRODUCED, STORED IN A RETRIEVABLE SYSTEM IN ANY FORM, OR TRANSMITTED BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF ATLAS MARINE INTERNATIONAL PTY, LTO. © SUPERIOR’ Mail Address: P.O. Box 202 Labrador 4215 Ph: (07) $594 8200 Fax: (07) 5594 8222 Email: info@superior jetties.com DATE 25/07/19 (PROT PROPOSED PONTOON ore. rie PILE SET OUT PLAN PILE DRAWING No: 16394-D09 REVISION NO: GENT CATALINA 112 GYMPIE TERRACE NOOSAVILLE ADDRESS LOCA TION DETAIL DRAWN BY DESIGNED CHECKED BY PAPER SIZE \_ MED. MW. A3 SCALE AS NOTED _)
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