OPW15/0114 Approved Plans

Page 2

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0114 14 JUL 2015


[OCR of page images]
 

STANDARD PIANO PIANO
HINGE BRACKET FIXED TO
FACE OF NEW ABUTMENT

ALIGNED WITH FRONT
FACE OF REVETMENT WALL

R.C LAND ANCHOR
CAST INTO EXISTING
PATH ee \

 

APPROX. R.L.1.5

32@ TUBE HANDRAIL
EXTENSIONS WITH SECURITY
MESH INFILL

PROPER BOUNDARY

f—~1259

 

 

 

 

 

 

 

 
   

  

 

  

 

 

 

 

TOP OF PILE R.L 3.0m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Loocopeetewewnne
1 amen i
i
LAND ANCHOR . HAT R.L 0.68m
FOOTING EXTENDS TO TOP OF WALL
REVETMENT roe APPROX, | MHWS R.L 0.36m
hewe = PONTOON AHD RL. 0.0
NS —F LEVEL DATUM
“ MLWS R.L. -0.25m
so LAT R.L. —0.42m
PONTOON [email protected]
REVETMENT WALL —~
-
9
>
315¢ B3kNm_ e845
R.C. INSITU PILES By?
Got
Zab
Fes
£ Zz
+
NOOSA COUNCIL
APPROVED PLANS
OPW15/0114 14 JUL 2015
THE MARINA SPECIALIST Sard (CUENT: BODY CORPORATE FOR 7 NOOSA PARADE] TLE: ELEVATION >
TRADING AS ACN 010633119 2 INDUSTRIAL AVE BP ELFLE sen: 57 051 074 992 LOT 0 (7) NOOSA PDE
Sa OLD. AUSTRAuA a5s1 | fe fat ens St Pave tes, Co) 89 872 ates en: DRAWING NO:
eplig) PHONE (07)5492 5925 4006, Fortitude Voley Qis 4006 _Emaik [email protected] | PROJECT: PROPOSED PONTOON & CATWALK : JSP-SJ- 28051
B 22/6/15 HANDRAIL EXTENSIONS ADDED __CLIEN Fax (07) 5492 6699 RPEO. DRAWN SSE A3
AREY DATE AMENDMENT RE SPECIALIST f67 MA MILLIMETERS B J

 

 

 

     

  

  
   

  

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0114 14 JUL 2015


[OCR of page images]
 

 

+———70'
G445A GALV MESH TOP & BOTTOM OF ALUM TUBES. e
LAYER G4454 MESH BENT TO SIT UNDER ALUMINIUM TUBE S00-
TYPICAL PIVOT PIN i IN y
258 S.S PIN 150
N12 COG BARS @ 300 CENTRES TIED 70 TOP }

 

 

 

 

 

 

 

 

 

 

 

 

CATWALK

JSP—009 ANGLE EACH CORNER

 

FASTENED TO WALL,
BOLTS OR USP 003 LEG TO PATH

 

usp—208 or!
JSP~008 co 903

STARTER JETTY ee
WITH 2 M12 SS DYNA OR NT] 4

X

mm HOLE !N EACH END OF HINGE PIN

40MPo REINFORCED CONCRETE FOOTING EXTENDS FROM TOP
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE

OF REVETMENT WALL AND THE BACK FACE TO FINISH LEVEL 300mm
WITH INSIDE OF ANCHOR FRAME. MASS CONCRETE FODTING

TO HAVE 2 VERTICLE LAYERS G445A MESH 50mm MIN COVE
WHERE NO REVETMENT TOE, FOOTING DEPTH TO BE 1500 MINIMUM

FOR @kPa CATWALK LIVE LOAD
OR 1700 MINIMUM FOR 4kPo CATWALK LIVE LOAD

LAYER OF G445A MESH & BACK
VERTICAL LAYER OF G445A MESH

 

600

2 / 75 X MI2 SS DYNA 7 |

  
 
   
 
   
 

PIANO HINGE TO FINISH LEVEL

WITH FRONT OF REVETMENT WALL

(WHEN JSP-CO8 CATWALK FRAME IS USED
NSURE FACE OF FRAME IS LEVEL WITH
FACE OF REVET WALL FOR

CLEARANCE TO REVETMENT WALL)

 

 

MIN—

10mm COMPRESSIBLE MATERIAL
BETWEEN FOOTING AND REVETMENT WALL

 

 

 

 

 

     
 
  

  

 

 

  

ft

 

  

 

 

 

 

 

 

 

CONCRETE PATH

75 X M12 S.S DYNA mee

al

 

REVETMENT WALL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

400 TYP Tr +s
PP epee OER ae vel
_——1 NO SS N REVETMENT WALL JSP-003 OR
41 oo 460 x 10 FE KASS SSS PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS 4 ta JSP-203 LE My oog Sunt
146
USL TU el el ANCHOR FOOTING ELEVATION Os ic
P-so ‘OOT WITH M12. SS
“| 4480 200 GAP LE DYNA BOLT
2 / 50 ¥ 6 BRCES WELDED To Jf Lge 0s coannen 192 TUBE LEN} “i HS) rp
4 / M16 SS BOLTS Ev SSS 1480+} 7
Qasr, CHEMSET JSP-206 TUBES 50mm = 3000 NG
OR DYNA BOLTS LONG ON ENDS t 0B RHS FRAME 2000 TO
4480 O. mm PLATE GUSSET | 7 08 LONG
| 1 200 L UNDER EACH CORNER J 3000 MAXIMUM LENGTH
mm END r STARTER | | JETTY
GUSSET- “ ‘(pepo JSP-002 ANGLE INTERNAL FRAMING
JSP-206 TUBES 192mm LONG LENGTH TO SUI SI space at 600mm MAX. CRS
TYPICAL STITCH WELDED TO JSP SUPPORTING 4mm AL, PLATE
008 & JSP 205 3 / 20 WES ia 2 ° sp_208 TUBES S0mm ch ep OR HWD DECKING
CATWALK WELDED BETWEEN FRAWE ~~ f. L ‘LONG ON ENDS
“ pe 100 X 6 BRACKET OVER
CATWALK TO CONCRETE SLAB OR WALL FINGE elle ees ets —— — TUBE EACH SIDE
150 x 50 x 6 ANGLE,
SCALE 1:25 x 50+ 6 ANGLE es".
JSP—206 TUBES 192mm LONG 1 a talent Samer Wee
NOOSA COUNCIL ‘ TYPICAL. STITCH WELDED ING TYPICAL STITCH WELDED
ek CATWALK
PROVED PLANS ALK

 
  

6mm END GUSSET
JSP 008 CHANNEL:

15/0114 14 JUL 2015

 

 

CONCRETE STRUCTURE

50 X 6 F.B UNDER Lee
EACH HINGE JUBE———_[
i

  

 

 

 

CATWALK eo Nthor FOOTING HINGE

 

SCALE 1:25

   

 

 

 

150 x 50 x 6 ALUM ANGLEX_ 40 X 3 TUB
>

 

 

 

 

 

 

 

 

 

 

CATWALK TO ST. JETTY HINGE
ee

LIVE'DECK LOAD — 2kPa

   
     

 

   

  
    
     

 

 

 

   

 

 

 

   

 

     

 

END GUSSET | @ hee
M16 SS DYNA BOLT } tt
oo i STARTER JETTY
vote SCAE 15 i
ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664,
ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351-15,
ALL ALUMINIUM TO BE IN CONTACT WITH CONCRETE TO BE COATED WITH ZINC CHROMATE.
ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STAINLESS STEEL SCALE 1:5 SCALE 1:5 JSP-006
. THE MARINA SPECIALIST cardno CENT: Bomy CaeP fee mo 7 NtoSA Mf TILE: STANDARD PIANO HINGE OPTIONS ‘)
1 W3/a/a2 lec crows Note abocD ep | | AOC AS ACN 0106331192 INDUSTRIAL AVE Seo meus AEN: 081 078 982 LoT & (7) NdoSA DRaroe STARTER JETTY & CATWALK LAND ANCHOR DET
G 21/2/07 |DETAILS AS PCR ENGINEER ENG. THE CALOUNDRA 9 (2k) Pry Ph (07) 3369 9822 Noss fe:
F P9/9/06 |UPDATED DETAILS JSP QLD. AUSTRALIA 4551 Level 1. 5 Gardner Close, Milton 4084 Fox (07) 3369 9722 ‘OOS. AOS CALE: WING NO:
D fii/3/05 |UPDATE TO_NEW EXTRUSIONS W/SH P.0. Box 388, Toowong 4066, Email; [email protected] | PROJECT: AS SHOWN JSP-SJ—005
C [13/1/03 |STARTER JETTY DETAILS ALTERED PM Rap PHONE (07)5492 5925 : * STANDARD
B_b7/6/02 JUPDATE_LAND ANCHOR DETAILS FAX (07) 5492 6699 EA wire DATE: _ DRAWN ISSUE A3
(Rey DATE ‘AMENDMENT REQD SPECIALIST ra uN | 667 jo-6-15 DRAWINGS MA MILLIMETERS | ay,

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

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   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0114 14 JUL 2015


[OCR of page images]
 

  
 
  
    

70, SECTION’ A STANDARD SIDE PROFILES.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
 
  
    

 

 

EXTERNAL
JSP-203 210 TYPICAL ALL CATWALKS" SCALE 1:100
TOP CHORD / HANDRAILS INTERNAL SCALE 1:26
Jsp—209 7 : 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
2 2 CRS WITH 4mm AL. RIVETS & COVERED WITH NOTE: BENT END OPTION CAN BE
UPRIGHTS & DIAGONALS | COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA USED ON ALL SIZED CATWALKS
TREATED é& ORESSED F17 HARDWOOD PLANKS FIXED
OPTIONAL 4 WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
50 X 4 TUBE TOE RAlL 9 lb — | EACH PLANK.
TO &mm PLATE TO EACH 840 * FOR UNRESTRICTED ACCESS.(ALL SITUATIONS OTHER
UPRIGHT THAN PRIVATE MARINA FACILITIES FOR 1 OR 2 BOATS)
- L USE 125 X 35 F17 CCA TREATED HARDWOOD PLANKS
JsP-201 “a OR 4mm AL PLATE
BOTTOM CHORD / BASERAILS °
/ st BO a 7
— —— FOR 4kPa LOADING TO CATWALK
150 — Ih ™ USE JSP-006 RHS BOTTOM CHORD / BASE RAILS.
cg was | 700 ——\\_ 9.8 2 8s sovenonas
BERS
JSP-202 RHS SERVICES
BRACKET WELED URIBER oe FOR caTWALKS WITH TIMBER DECKING
BEAMS @ 1800 CRS .
3
NOTES: 1 “MAXIMUM CATWALK LENGTHS
© AL FRAMING MATERIL TO BE ALUMINUM *TLIVE DECK LOAD] 1.5 kPa 2kPa 3kPa 4kPa_-
* AL ALUMINIUM wane IN ACCORDANCE wm AS. 1665 3 UPRIGHTS 7.5m 6.5m 6.0m 5.0m
*
° Al WAS 9H OE imn CPM Oko 5 UPRIGHTS tim 10.0m 9m 8.5m
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15. 7 UPRIGHTS 13m 12.2m 11.5m 10.5m UPRIGHT r
* DIMENSION TOLERANCES U.N.O. SHALL BE: : : = : F ro “TT “tT an VG
FABRICATION ~ 2 2.0 NACHINNG - UP TO 10mm 40.1 ‘9 UPRIGHTS 15m _13.9m | 12.5m 11.5m" 7 SPACING) 8S
> ron ne *2 [11 UPRIGHTS 17m 16.0m 14.5m 13.0m a

 

 

 

 

 

 

 

 

 

 

 

ALL ANGLES 1°
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN LOW WATER, : |
* REMOVE ALL SHARP CORNERS, '

W'S UPRIGHT

 

BURRS & WELD SPATTER. WELDED
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION Tica, ait SANE 4 OT cco Genoinee
ROLLER DETAIL NOOSA COUNCIL SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 0 TURE
SCALE 18 APPROVED PLANS Ze

   
  

 

oT 200 GAP

OPW15/0114 14 JUL 2015 _'f

 

 

 

 

50 X 2 SHS @ EACH UPRIGHT & AT 1/3 X

(UPRIGHT SPACING), WITH 600 CRS MAX: PICAL BASE DETAIL

ee OR 400 CRS WITH 3mm OR 4mm PLATE SCALE 1:100

 

fr HINGE TUBES

0 X 6 FLAT BAR WELDED TO
HINGE TUBE & CATWALK END

 
 
 
 

lémm SS P

 

 

 

 
  

LL BAR
0 CHANNEL

SL
PIANO HINGE DETAIL

 

970 NYLON ROLLER TO
SIDE OF CATWALK.

 

 

 

    
 

 

SCALE 1:5 |
THE MARINA. SPECIALIST (CuENT: Bop'y Ca2P fC NO.7 NoosA Ps&] Tm STANDARD CATWALK CONSTRUCTION
TRADING AS ACN 010633119 2 INDUSTRIAL AVE ECardne xo ons ict o( TD) Noth Poe
THE CALOUNDRA Carne (KN PEYLEE. bs (9) 569 gan2 , -

 

 

 

 

 

 

 

H/10/97 howd TABLE, de NOTES ALTERED ENG QLD. AUSTRALIA 4551 | |sevet 1, 5 Gartner Close, lion 4064 Fax (Qf) 3369 9722
MMBER DECKING SI7F CHANGED WISP - ;
Bb) 739/04 dio. LOADING ADDED NSP Pa PHONE (07)5492 5925 z ae _____Emali: carino®cardne.com.
E RAIL & HINGE SECTIONS CHANGED SP FAX (07) 5492 6699 : £0. DATE:
DATE. AMENDMENT R SPECIALIST : GP |2p/207

 

 

 

 

 

oe

 

 

 

 

Ntcsa  ¢tEA05 SCALE: ‘TE: DRAWING NO: “
“PROJECT: STANDARD DRAWING AS SHOWN 12/3/03 | JSP—GW-006
DRAWN —] CHEGKED [ONENSIONS Se
\ NHW ak MILLIMETERS E A3)

 

 

 

Page 5

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0114 14 JUL 2015


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

          

  
 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOOSA COUNCIL
APPROVED PLANS
OPW15/0114 14 JUL 2015
R6 HELIX |i)
6 / N20 BARS : “= @ 65 PITCH “wo
FULL LENGTH 4 R6 HELIX an Lede
6 7 NIG BARS [iy 40mm COVER ed @ 65 PITCH [f+ ad
FULL LENGTH I ae a me
40mm COVER N17 rob ci PVE FORMER. itd
is R6 HELIX oT 315¢ HUMES me tT}
R6 HELIX es @ 65 PITCH Nt UPVC FORMER |} |
@ 65 PITCH {71 “Ty to 6 / N20 BARS [i714
7 et t+ FULL LENGTH [iu iit.
TE 315@ HUMES at 6 / N20 BARS) {itt & 3 / N20 BARS! 1
315¢ HUMES 4 UPVC FORMER \|[7 1-4 FULL LENGTH § |jt TO 3m OF TOP " |
UPVC FORMER) Nii) i & 3 / N20 BARS |!+4-4 40mm COVER [¥tT)
a as TO 2m OF TOP Niel mi
rc RN 4 40mm COVER He 1 thes AN
a ce cc ORE
ae ET Ep NO EEE
GRADE N32 Wr GRADE N32 17} GRADE N32 ++ GRADE N32 | HIT
MASS CONCRETE J i--/-- MASS CONCRETE |i MASS CONCRETE |) MASS CONCRETE | } 177!
TO BASE OF PILE 777 TO BASE OF PILE ‘ict TO BASE OF PILE “itt TO BASE OF PILE Wty)!
bit Po HE rh
co he Hey sae
a4 mad ete rrr
4 mt] wt eT 4
+7] br ne ery
fT] me nae Lites
REINFORCING TO EXTEND he REINFORCING TO EXTEND co REINFORCING TO EXTEND ry REINFORCING TO EXTEND [iT ti)
TO WITHIN 300 FROM |-t7} TO WITHIN 300 FROM TO WITHIN 300 FROM eH TO WITHIN 300 FROM] iii
BOTTOM OF PILES NCI) BOTTOM OF PILES fe BOTTOM OF PILES TeH BOTTOM OF PILES Nii
315@ DECK PILE 315@ PONTOON PILE 3156 PONTOON PILE 4006 PONTOON PILE
46kNm 61kNm 83kNm 130kNm
THE MARINA SPECIALIST c CENT: Bony Co@P No.7 Nosh foe. | IME 345 & 400 DIAMETER REINFORCED
TaN AS ACN ONO MUTA. AE Saree ae wi males Lot © (7) Noosa POE CONCRETE INSITU PILE CONSTRUCTION
ar QLD. AUSTRAUA 4551 | |Level 1, § carchar Clos, lton 4084 Fa anise tae Naga Ess SCALE: DATE: DRAWING NO:
5 Ie errvh._ Fa (on) a9 THERE ~~ creo DATE: PRONECT” STANDARD DRAWING Sa D pais Sr Se
y -PE.Q. 5 DRAWN C ED |DIMENSIONS 1
f AMENDMENT a iia ee UPB | 667 (24/4/06 wa | MILUMETERS CSAS)

 

 

Page 6

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0114 14 JUL 2015


[OCR of page images]
 

RECTANGULAR PONTOONS

U SHAPED PONTOON

 

L SHAPED PONTOON

 

 

 

[-———— 8000 TO 10000 ———_—-

J —

500——|

 

 

 

 

 

 

 

so S005 =| = | op 8000 TO 18000 — Sj +00 sof f= £000 10 18000 19
eS SS eeeeSseqr =s2eEr ope Ag Tee eee! Of
ge gu’ 8% S Lt 3 ge 93

erecreree==-Ff OT" OL £3) - 4g = === == sooo b >

 

 

 

 

rT 2040
aE
MAX.

 

 

 

re

=]

 

=
il 28
YT

50

 

NOTE:
BEAMS NOT REQUIRED FOR PONTOONS
LESS THAN 8000 IN LENGTH

- 3500-4500 —

} iL
83 38
a

i=

2-N12_ BARS IN TOP - 1 LAYER G445A MESH 40mm
OF ALL BEAM
one COVER TO EXPOSED SURFACES

JSP—208 PERIMETER FRAME.
TYPICAL TO ALL PONTOONS

TYP BEAM DETAIL
R6 LIGS — 300 CRS 499 | | SCALE 1:20
fn MESH 2-N12
ANY JOINS
Jor

100 THICK CONCRETE DECK

 

 

 

 

 

 

1—N24 BAR IN BOTTOM
L} 1 [--~ OF ALL BEAMS 25 COVER

Ty

| TA

 

 

 

450mm MIN.

 

foco> =

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

380 simon FREEBOARD
FOR FLA PONTOONS
a WATER LINE

 

 

 

 

 

 

 

 

 

STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS 4
EQUAL NOT TO SCALE
500-1 [space “| 500 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSMIONS, PONTOON DESIGN & ORIENTATION mm THICKENING ALONG ALL
| i | Ny T SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETALS SIDES WITH 200 WIDE SLB
Pera Sy 22 3 NOOSA COUNCIL STRIP UNDER ANCHOR WEB arr
ae ys! RS g APPROVED PLANS Le ni ao
Ta a 32 ae F . OPW15/0114 14 JUL 2015 —_
< = | All concrete work to comply with AS3600. All concrete to be 50 MPa.
© —— SS ===>] Comer to ronfrcment to exposed suraces to be 40mm minimum.

— ; TYPICAL X 120 TRANSVERSE END 7 forcing to | minimum o! rs mm centres in eac
ae | ere | BEE ewer ae
LENGTH | 3.5m — 4.5m 3m MINIMUM JSP—208 C bial i a /———— | ee L___|LLA All aluminium work to comply with AS1664. Alt welds to be Smm CFW.

. . FR Apes me On ROGOH A — er -rvmwmonT Se TSS EA--- KK 4 All butt welds to be full penetration. Aluminium to be grade 6351-15.
15 3.5t 2.9t CONNECTIONS ARE. REQUIRED i 1 1 A si RAMP. FORMED INTO Surface of aluminium in contact with concrete to be coated with zinc
im : - 1 FLOAT A BOA : cromate primer or equivalent.
14m 3.25t 2.75t Wyo ° , g Fabrication tolerance  Smm. ;
12m 3.0t 25t ; \ = oh ; All bolts and fittings to be 304 or 316 stainless steel.
10m 2.75t 23 gz rh ae ay } a? 1 Flotation to comprise of grade SL expanded polystyrene foam with
9 2.4t i J 12-80 = = protective coating. The approved protective coating for the E
in sat aa = 1 ~ ~ pontoon hate an impervious a to water & marine organisms; and "|
/m . ae 1. 1 6 + is sui for the marine environme! co)
| | PLAN VIEW
im 1.84. 1st be a Pf] oo, Pontoons with Floct-A-Boat ramps to have dry stored boat fully winched
6m 1.5t 1.3t ] sol ir ee ee onto pontoon with 1m clear at rear.
dSP-207
om 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY | | This pontoon facility has been designed to comply with all relevant
REQUIRING FENDERING TO BE ATTACHED | Australian Standards. The pontoon will be stable at all times. The pontoon
| has been designed so that when the specified stability live load is
de - ee LLL EE Le ee ___d distributed over half the width of the pontoon and over the walkway; there >
— fs not less than 75mm of reserve freeboard; the bottom corer of the <

 

70 STANDARD OVERALL
[ 450 STANDARD FREEBOARD
1

 

 

  

oo

 

FLOAT A BOAT RAMP OPTION
SCALE 1:50

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

    

pontoon dees not emerge from the water, and the angle of tilt will not
exceed 15°,

MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation) oR
1.5 kPa (Stability unrestricted access)
2.0 kPa (Stobility restricted access) 7

 

 

 

 

 

 

 

| WATER ALINE fe - ee Te ee ee ee eR eT ee ee gd ee eee ee ee ee | le ee af ee SUT TTT TT eee ¥ a _ ee oo
150 ‘OAM FLOTATION UNIT PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 2
ee RAMP DEPTH WAKIMUM WAVE, HEKGHT: 300mm, z
7 im.
RAMP END VIEW nit Beers ARMM WIND VELOCTY: 41 n/'s a
THE MARINA SPECIALIST CUENT: Rary CazP N©.7 NeeSA e< [IME PONTOON CONSTRUCTION DETAILS ‘
TRADING AS ACN 010633119 2 INDUSTRIAL AVE lot c (7) NoaSA POE
THE CALOUNDRA .
D |30/4, J STABILITY NOTES ADDED ENG sve = oe — AS SHOWN et /8/05 | JSP—SD—100
REPLAC! > —Stj—
5 ae bat MLAS I BS REMIND it 2M Jem FAX Gh saan 00 CHECKED: STANDARD DRAWING DRAWN | CHECKED [OMENSIONS A3
\NOf DATE " AMENDMENT I SPECIALIST a MA {MILLIMETERS D JD}