11363 Council IR Response · OPW14/0239

Page 2

12696 5000

WET BERTHED VESSEL

MAXIMUM VESSEL LENGTH - 8.0m |
MAXIMUM VESSEL BEAM - 2.6m QUAYLINE _ __ __

 

 

    
  
  
 

 

 

 

 

 

 

t i oe
MAXIMUM VESSEL MASS - 3000 Kg | S Os
EXISTING MOORING a “a
J STRUCTURE ! | —
wo oN

1.0. GENERAL NOTES
1.1. The works that are the subject of these plans are structurally adequate for anticipated usage as E |

detailed and certified on these plans. yews ° s PROPOSED 5m x 3m SS
1.2. All structures depicted have been designed to comply with relevant regulations as set by the local authority, S CONCRETE PONTOON ee

Queensland Transport and the Prescribed Tidal Work Code (Schedule 4A of the Coastal Protection & | ~ M4,

Management Regulation 2003) Sng Jos
13. All structures depicted herein have been designed in accordance with Australian Standards AS1170.1

(structural design actions) AS1170.2 (wind loads) AS1664.1 (Alum structures) AS1720.1 (timber structures) oye S

AS2159 (piling) AS3600 (concrete structures) AS3962 (design of marinas) AS4100 (steel structures). Relevant EXISTING REVETMENT WALL EXISTING MOORING

local covenants, where applicable, have been considered in the design. /- STRUCTURE Lo
1.4. Anchorage piles where applicable have been designed assuming independence from any adjacent revetment Q

 

     
 

structures.

1.5. Max water level used in the design of any piles shown in the structure is RL +2.05 AHD under normal in-service
conditions. The piles have not been designed for Q100 flood conditions in excess of RL +2.05 AHD nor scour of
the soil around the base of the piles.

1.6. Where applicable, the existing revetment wall appears (to the best extent that could be reasonably determined
via 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

24.63m 331° 29" Timber Deck

   
  

  

Edge Pool Coping Edge of Paving approx RL 1.51

15400

 

 
 
 
  

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1.7. The following design parameters form the basis for the design of the structure/s depicted herein - L 0 T p 5 0 &
17a (Pontoon & Gangway) Single user piled Structure Design Live Load - 2.0 kPa a
1.7b (Pontoon & Gangway) Multiple user piled Structure Design Live Load - 2.0 kPa N ON BUP4114
1Ic (Deck or Jetty) Single user piled Structure Design Live Load - 2.0 kPa N
1.14 (Deck or Jetty) Multiple user piled Structure Design Live Load - 3.0 kPa ©
‘le Design Wave height - 0.5 m 2
11F Design ultimate wind velocity - 41 m/s =
1.19 Max stream velocity (2% exceedance probability) <1.8/s maximum
1.7h Anchorage, Mooring, Boardwalk or Jetty (where applicable) to be installed in accordance with AS2159
to ensure the following minimum (working) design loads are achieved (Unless Noted Otherwise) : .
Bearing Capacity - 5.0 tonne SITE PLAN (1: 250)
Lateral Capacity - 5.0 tonne
2.0. STEEL
2.1. All steelwork to comply with AS4100, All welds to be 6mm continuous fillet welds U.N.O. 12000
2.2. All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.
2.3. Stainless steel restraint cables to be min 8mm diam, Grade 316 and in accordance with AS 2837 where
applicable. 3000 9000
3.0. CONCRETE
3.1. All concrete work to comply with AS3600.
3.2. Pontoon concrete strength to be SOMPa with 80mm slump U.N.O. /\
33. Pile concrete 40 MPa & Abutment Block concrete 32 MPa. TOP OF PILE | RL: +3.40m AHD — 9.70m x 1.32m ALUMINIUM
3.4. Minimum cover to the reinforcement - 40mm U.N.O. HINGED GANGWAY

CONCRETE ABUTMENT
4.0. ALUMINIUM
4.1. All aluminium to comply with AS1664 and to be (minimum) Grade 6063 TS U.N.O. SAND DREDGING TO BE DONE BY PROPERTY OWNERS |
4.2. Butt welds, where specified, to have full penetration.
4.3. Surfaces between aluminium and concrete separated by bituminous membrane.

 

 

 

 

 

 

 

 

 

 

 

  

 

   
  

 

 

 

    
 

 

   

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

5.0. FLOATATION HA.T.| RL: +1.16m AHD — H -
5.1. Design stability load applied across half the width of the floating pontoon and on the entire gangway will p=
produce a maximum tilt not exceeding 15 degrees and will not cause any corner to emerge from the water. The MH.W.S. | RL: +0.66m AHD
minimum freeboard under such loading will not be less than 75mm at any point on the pontoon.
5.2. Polystyrene SL grade foam to be encased in high density polyethylene membrane fully welded at the corners RL: 0.00m AHD ——
and joins to form a complete seal impervious to marine organisms known to attach to such structures under
typical conditions. M.L.W.S | RL: -0.74m AHD —+— EXISTING REVETMENT WALL
6.0. TIMBER LAT. | RL: -112m AHD "7 \ LT,
6.1. All timber work to comply with AS 1720.1 to be minimum F17 hardwood. AS eo |
6.2. All bolted timber connections, where specified, to be galvanized (or stainless steel equivalent). 26 ae La
7.0. FIXINGS & FINISHINGS 277 CURRENT SURVEYED 5\5 Pa
“14. All fixings to be 316 Grade Stainless Steel UNN.O. —2S 7 CANAL PROFILE =|
“ 9S To be et 2\5 I | SAND RELOCATION TO BE DONE BY PROPERTY OWNERS |
a
ao
ORIGINAL DESIGN CANAL PROFILE & 5 ! |
m
IT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY ea SPUN
VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS THE EXISTING REVETMENT WALL APPEARS (TO THE BEST EXTENT THAT COULD BE REASONABLY I |
DETERMINED VIA NON-DESTRUCTIVE INSPECTION) TO BE ADEQUATE FOR TYPICAL SERVICE LOADS 4 4
DO NOT SCALE DRAWINGS. {SUCH AS LIVE, DEAD AND IMPACT) THAT MAY BE IMPOSED BY THE PROPOSED GANGWA Y / ABUTMENT CONNECTION. ELEVATION \
1: 100
(o ~ (7
| No: | DATE | REVISION DRAWN BY) {ati as MARINE INTERNATIONAL PATE PROIECT PROPOSED PONTOON AND GANGWAY CERTIFIED
A | 28/08/16 | PONTOON LENGTH REDUCED TO 5.0m DG TRADING AS @||28/04/14 ore. TIlE SITE PLAN, ELEVATION & GENERAL NOTES
SUPERIOR JETTIES E SUPERIOR CENT MARK WICHLINSKI
DRAWING NO: PISCES APARTMENTS
ADDRESS
eae INTERNATIONAL PTY, LTD. Mail Address: P.0. Box 920 Nerang 4211 11 3 6 3 ma D 01 7 PEZA CT pe
NO PART OF THIS DOCUMENT MAY BE COPIED, j
REPRODUCED, STORED IN A RETRIEVABLE SYSTEM REVISION NO: NOOSA HEADS, QLD 4267 MM,
IN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: (07) 5594 8200
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 DRAWN BY DESIGNED CHECKED BY PAPER SIZE SCALE
ATLAS MARINE INTERNATIONAL PTY, LTD. Email: info@superior jetties.com AW MW. A3 1 : 100

 

 

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5000
500 2000 2000 500
8 ONLY CLEATS
A 1 LAYER OF SL-82
r FABRIC
VF 1 t
2 | 7
ON STE tH
| N I
| M16 TIE BOLTS - 300 LONG TO FULL H [|
\! PERIMETER OF FRAME @ 1000mm CRS - LONGITUDINAL STRENGTHENING Te
\! U.N.O. TIE FABRIC TO BOLTS BEAM
el ©
s| $s
s| s
al &
200 200
PROVIDE EXTRA FRAME TIES
BEHIND EACH PILE BRACKET
(250mm CRS) #90 CONDUIT
i
1250 2500
PLAN (1:40)
40 mPa CONCRETE DECK
ALUMINUM PONTOON M16 TIE BOLTS - 300 LONG TO FULL
FRAME PERIMETER OF FRAME @ 1000mm Crs. UNO SL-82 FABRIC.
TIE OR WELD FABRIC TO BOLTS | 50mm TOP COVER
" E i TI
a
| LONGITUDINAL
STRENGTHENING BEAM
° #90 CONDUIT
2 wn
3 2 ONLY N16 BARS
RM aaah oy FULL LENGTH OF BEAM SL CLASS POLYSTYRENE WRAPPED IN
1.6mm POLYETHYLENE EXTERNAL SKIN
WITH CONTINUOUSLY WELDED JOINTS

 

 

 

 

 

 

SECTION A-A (1:20)

 

 

 

 

 

 

(0 ‘PROJECT
x DATE REVISION DRAWN BY ATLAS MARINE INTERNATIONAL 38 / 04/14 SON AENUEORSTHOTRNURTRS ) CERTIFIED
28/08/14 | PONTOON LENGTH REDUCED TO 5.0m DG TRADING AS ¢ ® DRG, TITLE
SUPERIOR JETTIES 5 SUPERIOR = MARK WICHLINSKI
ORAWING NO: PISCES APARTMENTS CONSULTING ENG.
ADDRESS —~ \

ee INTERNATIONAL PTY, LTD. Mail Address: P.0.Box 920 Nerang 4211 11 3 6 3 - D 0 2 7PEZA CT Z a N ~
REPRODUCED, STOREDIN A RETREVASLE SYSTEM REVISION NO. NOOSA HEADS, QLD 4267 WAV U4

IN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: (07) 5594 8200 ' of =< LU
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 ORAWN BY DESIGNED CHECKED BY PAPER SIZE SCALE

 

 

 

 

 

 

 

ATLAS MARINE INTERNATIONAL PTY, LTD. Email: info@superior jetties.com AW MW. A3 AS SHOWN RPEQ: 1643
SEEERETGISEEEE See ESSE TET ————

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IS RES Sa a SEE ES SS a SS ‘
GANGWAY | NUMBER HANDRAIL CAP STIFFENER |BOTTOM CHORD |50x50x3.0 SHS |PRE-CAMBER
LENGTH OF BAYS — |SUPPORTS 50x50x3.0 SHS |THICKENER LACING So it eLbISHs 30 x 50 x3
x x
100x50x3.0 RHS 50x6 FLAT BAR ACUMMNILM POSTE. — ue
OP 1G 1.0m [AS DIRE ED | eam Le «OCLC 50 x50 x 16 ALUMINIUM) anh ¢ oe re \
BOX CROSSMEMBERS CFWTO LS
100 x 60 x 2.5 TRUSS BOTTOM y | 3
S 100 x 60 x 6
CHORD @ 400mm CENTRES — | EL ATEAR CHD:
—S0x50x20SHS rr =
ALUMINIUM POSTS. + 60+ a + TFon {= \
40 x 10 FLAT BAR 7 4404
100 x 60 x 2.5 RHS (1 LEG)
DETAIL 1 DETAIL 2 DETAIL 3
SCALE 1:5 SCALE 1:5 SCALE 1:3
_
POSTS & LACINGS. 50 x 50 x 3.0 EQUAL SPACED BAYS. 10 10
ALUMINIUM SHS. (UNO) Xr MAXIMUM 1300 ye ir
pe \
[ ¥ Py ge ro
sos 100 x 60 x 2.5 —— |
iz, RHS (1 LEG) —| gi in
er ee rT TTT
S “I iv
. 50 x & BUSHED TUBE HINGE xk - 965 x 95 HDPE ROLLERS | i oti BT Ir
x
| 9700 SS EES | 40 x 10 FLAT BAR. 4 nee sere na )
ELEVATION nTSs [ \
— 65 x 95 HDPE ROLLERS. 104 x 54 x 4.0 RADIUS LEG
400mm % 16 S/S AXLES. CHANNEL END MEMBER.
o CENTRES MAX 90 x 50 x 50mm LONG SHS 100 x 60 x 2.5 104 x 54 x 4.0 RADIUS LEG
s
e+ SADDLES @ 800 CRS ALONG 1 SIDE. RHS (1 LEG) CHANNEL END MEMBER.
+k OTT TS 1 uw uw a i) uC uw ou u 7 fi DETAIL 5
I I |
I Il UI SCALE 1:3
wn ll I il il
N Hon od
| il (|| lV TOP CHORD
Joy i . =
~Ss 0 LACINGS m
3 | corner 2.5mm ALUMINIUM PLATE DECK 50 x 50 x 16 SHS ee oetADe ROLLER CORNER J 50 x 50 x 2.0
SEE DETAIL 3. WITH MARINE GRADE CARPET CROSS MEMBERS. SEE DETAIL 5 ALUMINIUM SHS (UNO) HANDRAIL SUPPORTS
PLAN NTs K 1205 100 x 50 x 3 ALUMINIUM RHS
7 (WHERE REQUIRED - SEE TABLE)
2.5mm ALUM SHEET DECKING 7
WITH CARPET GLUED TO TOP
___ BOTTOM CHORD LD
re aap-sa5e-nneeeee $684 y-104 x 54 x 4.0 LU 100 x 60 x 2.5 ALUMINIUM RHS CJ
| || Tp _ RADIUS LEG CHANNEL. S 7A i of ALO |)
2.5mm FLAT SHEET. + S S
2 $i 7 IV 2 = =
J i (Loy yu CROSSMEMBERS, 100 x 50 x 3 ALUMINIUM RHS
50 x 50 x 1.6 SHS BOX. 60x 40 FLAT BAR N 50 x 50 x 1.6 ALUMINIUM SHS. BEARER WELDED UNDER FRAME
x 1325 -
TAPERED END - DETAIL4 CUT 68mm LONG mf eabed (WHERE REQUIRED - SEE TABLE)
SCALE 1:5 ROLLER SUPPORTS. SECTION _X-X — SCALE 1: 20 |
(No: | DATE | REVISION DRAWN BY) (~ 971 as MARINE INTERNATIONAL DATE >) (PFET PROPOSED PONTOON AND GANGWAY >) ( ceRTIFIED
A SUP NSS eg © SUPERIOR® 28/04/14 ma GANGWAY CONSTRUCTION DETAILS MARK WICHLINSKI
DRAWING NO PISCES APARTMENTS CONSULTING ENG. .
ee Fe natal avi Mail Address: P.0. Box 920 Nerang 4211 11363-D03 teens a PEZA CT TY) - ,
REPRODUCED, STOREDIN A RETREVABLE SYSTEM REVISION NO NOOSA HEADS, QLD 4267 LCA WA
IN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: (07) 5594 8200 ~ / AN
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 6222 DRAWN BY DESIGNED CHECKED BY PAPER SIZE SCALE <
ATLAS MARINE INTERNATIONAL PTY, LTD. Email: info@superiar jetties.com L D aw Mw. A3 AS SHOWN _)

 

 

 

   

 

 

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AMENDED ABUTMENT DETAIL

 

@ 50 TUBE WITH
POLY BUSHES

 

1600mm
1440mm BOLT CENTRES.

 

ell r
100 x 50 x 6 ALUM. ANGLE |
GANGWAY BRACKET
M16 S/SNUT___,
& WASHER |

REVETMENT WALL

 

 

 

   

N12 HORIZONTAL BARS
@ 300 CRS. MAX.

1 LAYER OF SL-82 FABRIC

 

 

 

 

 

 

 

 

 

 

 

 

 

DRAWN BY

 

 

 

 

 

SCALE 1:20
M16 x 400 S/S BOLTS 30 25 MPa CONCRETE
75 COG DOWN
100 x 50 x 6 ALUM. ANGLE No 600 SL-82 FABRIC
GANGWAY BRACKET xo 50 Min. COVER
| { TOP OF ABUTMENT TO BE
a] —-S}—-—-— pS a FLUSH WITH TOP OF PAVERS
j = : Z
4 =
: : E
| E
4 Ss
= Ps u wn
& ‘a
= {
oc
a N12 HORIZONTAL U-BARS
= @ 300 CRS. MAX.
REVETMENT WALL ELEVATION
SCALE 1:20
ATLAS MARINE INTERNATIONAL Date ) (°°T PROPOSED PONTOON AND GANGWAY CERTIFIED
DG TRADING AS @!|28/04/14 ore. Tite ABUTMENT CONSTRUCTION DETAILS
SUPERIOR JETTIES oS SUPERIOR ae MARK WICHLINSKI!
DRAWING NO: PISCES APARTMENTS CONSULTING ENG.
ADDRESS ~
carve © INTERNATIONAL PTY, LTD, Mail Address: P.0.Box 920 Nerang 4211 1 1 3 6 3 - D 0 4 7 PEZA CT A
Ho FART OF, Ths DOCUMENT HAY, BE COPED me inisvoune REVISION NO: NOOSA HEADS, QLD 4267 \
NINWUTERUR WRETENPERHISSON GE Fax: (07) $594 8222 DRAWN BY DESIGNED PAPER SIZE SCALE RPEQ: 1643
ATLAS MARINE INTERNATIONAL PTY, LTD. Enail: info@superior jetties.com ) aw MW. A3 1: 100 s