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Approved Plans MCU21 0186 & OPW21 0301 · MCU21/0186

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           -
   NOOSA COUNCIL
   APPROVED PLAN
MCU21/0186 & OPW21/0301
      15 NOV 2021


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

 

 

 

 

 

   

 

  
   

 

 

 

 

 

WRITTEN PERMISSION OF THE JETTY SPECIALIST

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE

 

 

 

 

 

 

 

 

 

 

 

 

wo,
PROPOSED EXISTING
PONTOON - 22000 : PONTOON
Po _NAVIGATION. CORRIDOR - NOOSA COUNCIL
QUAY LINE APPROVED PLAN
p= SaaS See 71 _ [oa So Tk
. i. ca MCU21/0186 & OPW21/0301
g 2) 15 NOV 2021
| | 7 | poe 5000 - 3000 1
f tort | | CAST ALUMINIUM FENDER RUBBER |
H i HRY MOORING CLEATS TO ALL SIDES
a op ae Ge ~- Hg - ~ === ep
| ' | ALUMINIUM DECK an |
1 1 1 TYPE \
! LOT 228 i LOT 220 LOT 230 | e PONTOON \\_MOORNG PILE; #315 |
! if N 218.57 3 L—1808—+ B3kNm R.C INSITU PILE
gs ah ee 1
! Sih gr | | I
"5 “s
|
! } ~
H 1 Ss. 2 x 9315 83kNm
! | | RC INSITU. PILES I
! 1 | WITH 6~ROLLER SWIVEL |
| i 20117 TYPE PILE BRACKETS
ae i ies | (ORG No. JSP-SD~187) |
| i TAP & 2 HOSE ! | |
3s HOLDERS { t
+COORAN CRT> Z i
S
2 i |
SITE PLAN & | g ON :
7 ‘ 1 t EXISTING JETTY
WATER ALLOCATION TO BE REMOVED |
SCALE 1:500 | ' \ |
\ | LAND ANCHOR & PIANO HINGE | |
P1570 CONNECTION TO EXISTING WALL =}
| | (TOP SURFACE TO BE FLUSH H |
| GARDEN BED i WITH TOP TILED AREA) ' I
| RETAINING WALL { ' |
4 ' REVETMENT WALL P.B. :
a ; +
DESK , |
sop) 1480-41 | | | '
TED AREA —| \
4920 BACK EDGE i
NOTES: PT | i
Existing structures shown in approx position i
i
DESIGN LOADINGS: BERTHING: LAYOUT PLAN LOT 229 '
LIVE LOAD: Maximum wet vessel length  - 10.0m SCALE 1:100 N 218.57 '
Pontoon ~ 3.0kPa Maximum wet vessel beam — — 4.0m '
Hinged Catwalk — 1,5kPa
[ - > = Grin AE Costing veer] — THE ~MARINA SPECIALIST [Survey Data] [**" owarosa Pry LID = SITE PLAN, LAYOUT PLAN
Ko + Wollongosbo, aL0 4102 J TRIONG AS AGN 10639119 UE RON PARAISON CRES TATUM S| LOT 229 (18) COORAN CRT & WATER ALLOCATION
= aa Ph: +61 7 3367 3570 THE i etty QLD 4551 AUSTRALA | POR: I NOOSA HEADS DATE: UNITS [SCALE SHE. A3|
samin@ctchtonede,com ; PROUT ~\19/07/2021 | ww |1:500 1:100_ |1
ame, mE SPECIALIST ne fase > DERED]-Z) PROPOSED PONTOON &e CATWALK a von a re |
REY] DESCRIPTION By_| DATE _|APPO| HY. 5496 03/08/2021 | = Eee 708 JSP-SJ-34990 A
Full text of the other 4 pages

Page 2

           -
   NOOSA COUNCIL
   APPROVED PLAN
MCU21/0186 & OPW21/0301
      15 NOV 2021


[OCR of page images]
 

GARDEN BED
WIDTH 508

TILED aN

 

PROPERTY
BOUNDARY

LAND ANCHOR & PIANO HINGE
CONNECTION TO EXISTING WALL
(TOP SURFACE TO BE FLUSH
WITH TOP TILED AREA)

 

    

RETAINING wa ~~

GARDEN BED WALL

 

 

 

 

 

|

 

 

o
u

GARDEN BED GAP 367

 

‘
4 —
oe
RETAINING WALL GRASS AREA

    

12000

CATWALK AT LAT
SLOPE 1:5.1
eo

/\ TOP OF PILES R.L 3.2m

    
 
 

D2 272 M22 ODF

QUAY LINE

PONTOON @ HAT

wtheon HAT RL 0.68m
serch MHWS RL 0.36m

 

 

 

 

 

 

 

 

 

 

THS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JElTY SPECIALIST

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CARDEN BED WALL APPROX CANAL ~ Be batt
PROFILE “MLS R.L 0.25m
AT RL 0.42m
5 ——
Boe
2585 ——
B83 ee
2yee
S2ze
Za=5 IM
zose 9315 83kN
3 232 RC INSTU PLES
oe
&
NOOSA COUNCIL
APPROVED PLAN
MCU21/0186 & OPW21/0301
ELEVATION DETAILS 15 NOV 2021
SCALE 1:50
> Crichton EDGE Consulting Bogineers] ='THE MARINA SPECIALIST SURVEY DATA | |" oMAROSA PTY LID ELEVATION
— Z Hooker, alo 4102 TRADING AS ACN 010633119 18 fon PARKINSON CRES | DATUM iS} LOT 229 (18) COORAN CRT
Ph: +61 7 3367 35/0 TH Oe ANeTRALA i =] NOOSA HEADS ae TS [SE er
‘[email protected] 6 089 87 0s ventonedse.com i y PHONE(O7) 5492 5925 [HECHT ip pemenenl af em 19/07/2021 | ww |1:50 2 [a3
HERE: _ |e DATE: SPECIALIST ORIGIN =| PROPOSED PONTOON & CATWALK — [ opawn: —cygeKeD: —APPRO: [ORG No: Fev
Rev DESCRIPTION BY | DATE _[APPD| 5496 03/08/2021 | bead OB JSP-SJ-34991 A

Page 3

           -
   NOOSA COUNCIL
   APPROVED PLAN
MCU21/0186 & OPW21/0301
      15 NOV 2021


[OCR of page images]
 

 

TYPICAL

250 S.S PIN

 

mm HOLE IN EACH END OF HINGE PIN

400 TYP

PIVOT PIN

G445A GALV MESH TOP & BOTTOM OF ALUM TUBES,

LAYER G445A MESH BENT TO SIT UNDER ALUMINIUM

N12 COG BARS @ 300 CENTRES TIED TO TOP
LAYER OF G445A MESH é& BACK:
VERTICAL LAYER OF G445A MESH

40MPa 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 MIN:
WITH INSIDE OF ANCHOR
TO HAVE @ VERTICLE LAYERS G445A4 MESH SOmm MIN COVER

a

WHERE NO REVETMENT TOE, FOOTING DEPTH TO BE 1500 MINIMUM

FRAME. MASS CONCRETE FOOTING

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

ry” TYP
re TYP
_———100 x 80 x 10 FB
le] le] o

 

4

p50

 

 

1480
2 / 50 X 6 BRACES WELDED TO,
EACH HINGE TUBE

 
 
  
  
 
  
  

6mm END
GUSSET-

 

SP 008 CHANNEL

JSP—206 TUBES 50mm
LONG ON ENDS

JSP-206 TUBES 192mm LONG
TYPICAL STITCH WELDED TO JSP
008 & JSP 205

CATWALK TO CONCRETE SLAB OR WALL HINGE

SCALE 1:25

6mm END GUSSET-

JSP 008 CHANNEL

CONCRE STRUCTURE.

 

50 X 6 F.B UNDER re

EACH HINGE TUBE——|

 

4

 

 

M16 SS DYNA BOLTS

 

NOTE:

 

SCALE 1:5

150 x 50 x

      
  

CATWALK

0 X 6 FLAT BAR

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.

3 / 250 TUBES__}]
WELDED BETWEEN FRAME

 

 
  

TUBE

{

150

 

t

  
 
 
 
 

 

 

  
 

 

200 GAP LE!

192 TUBE LEN4-—{

JSP—009 ANGLE EACH CORNER
FASTENED TO WALL.

WITH 2 M12 S.S DYNA OR CHEMSET ——~1__ =
BOLTS OR USP 003 LEG TO PATH

2 / 75 X M12 SS DYNA sours |

CATWALK

PIANO HINGE TO FINISH LEVEL

WITH FRONT OF REVETMENT WALL

(WHEN JSP-008 CATWALK FRAME IS USED
ENSURE FACE OF FRAME IS LEVEL WITH
FACE OF REVET WALL FOR

CLEARANCE TO REVETMENT WALL)

10mm COMPRESSIBLE MATERIAL
BETWEEN FOOTING AND REVETMENT WALL

REVETMENT WALL
PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS

ANCHOR FOOTING ELEVATION

la

3

pt Ooo ke
—4 200

6mm PLATE GUSSET
UNDER EACH CORNER

 

 

 

| —“|

0
JSP—206 TUBES 50mm
{LONG ON ENDS

 

 

 

 

 

 

 

 

 

 

6 ANGLE

cS cS a

 

FRAME

 

 

CATWALK TO ANCHOR FOOTING HINGE
1:25

150 x 50 x 6 ALUM ANGLES

 

SCALE

  
  

 

 

 

 

40 X 3 a

END GUSSET |

 

Fe] at tt
\ soa TUBES 192mm LONG

TYPICAL STITCH WELDED

 

I

CATWALK,

 

 

JSP-205 ort
= JSP—-006

X

 

 

 

STARTER JETTY mo

[sp 203

 

 

 

 

 

 

 

 

 

LENGTH TO SUI

 

 

 

 

 

 

 

 

 

 

 

 

CONCRETE. PATH T
REVETMENT WALL
75 X M12 S.S DYNA BOLT
H ——T Le | —
cle JSP-003 OR
4 USP-203 LEGS le
TO SUIT
100 X 100 X 10
‘OOT WITH M12 SS
DYNA BOLT
0
148 JSP-205 RHS FRAME UP TO
2000 LONG
ISP-006 RHS FRAME 2000 TO
a LONG
3000 MAXIMUM LENGTH
STARTER | | JETTY
JSP-002 ANGLE INTERNAL FRAMING
SPACED AT 600mm MAX. CRS
SUPPORTING 4mm AL. PLATE
OR HWD DECKING

 

 

|
NOT APPLICABLE

 

 

 

| | CATWALK,

SCALE 1:25
E DECK LOAD — 2kPa

 

 
  
 
 

OSA COUNCIL

 

TMICU21/018
15 NOV 2021

 

PPROVED PLAN——4
OPW21/93911

 

 

 

 

 

  
 

100 X 6 BRACKET OVER
NO TUBE EACH SIDE

LONG TYPICAL STITCH WELDED

| \_JSP-206 TUBES 192mm

CATWALK TO STARTER JETTY HINGE

   
 
  

 

 

 

 

ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STAINLESS STEEL. SCALE SCALE 1:5 JSP-006
D = Gichon DEB Consulting gine THE MARINA SPECIALIST " OMAROSA PTY LTD ME CTANDARD PIANO HINGE OPTIONS
Woollongabbo, OLD 4102 | TRADING AS ACN 01063311918 RON PARKNSON cRES [3 LOT 229 (18) COORAN CT STARTER JETTY & CATWALK LAND ANCHOR DETAI
Mob +61 447 950 427 s CORBOUND PARK | NOOSA HEADS
eri ry THE QLD 4551 AUSTRALIA |] DATE: UNITS | SCALE: ‘SHEET:
ABN 66 099 997 965 £[email protected] jetty. PROJECT: 12/2/97 ww (AS SHOWN A3
PHONE(07) 5492 5925]U)) ¢
| ae FEE ES ym 1 (SEO Fe Pe nena | SE SPECIALIST (0) se ox2e|<] STANDARD DRAWING a Ca
REV DESCRIPTION BY | DATE {APO aul MA Te_| JSP-SJ-005 J

Page 4

           -
   NOOSA COUNCIL
   APPROVED PLAN
MCU21/0186 & OPW21/0301
      15 NOV 2021


[OCR of page images]
 

 

REINFORCING #970 EXTERNAL STANDARD SIDE PROFILES re 1

FRAME JSP-203 SECTION A SCALE 1:100 ° NOT APPLICABLE
FOR 16.0m - 17m LONG TOP CHORD 1210 INTERNAL: SCALE 1:25 NOTE: BENT END OPTION CAN BE D _— NX

1210 INT. CATWALKS ONLY

 

 
 
 
 
  
 

 

 

 

 

 

 

 

 
 
 
 
 
   

 

 

 

 

USED ON ALL SIZED CATWALKS 3 UPRIGHT
SCALE 1:25 _____.|
JSP-202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm 7.5m MAX:
. UPRIGHTS CRS WITH 4mm AL. RIVETS & COVERED WITH
3 REINFORCED FRAMES TO BE oN NA COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10° NOT APPLICABLE
EOUAL SPACING ALONG 7h TREATED & DRESSED F17 HARDWOOD PLANKS FIXED {
m WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
CATWALK TT 5 UPRIGHT
EACH PLANK. |
Tim MAX:
ss705 ow (BENT END OPTIONAL ON ALL CATWALKS)
CHORDS x Se
°
JSP-002 ANGLE CROSS BEAMS AND LONGITUDINALS =

 

 

 

 

 

 

 

EXTRA JSP—202 FRAME

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STITCH WELDED TO CATWALKS WITH TMBER DECRG —+|1000 + 7 UPRIGHT |
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) coum 13m MAX: 1
MAXIMUM CATWALK LENGTHS UPRIGHT - g 965
LIVE DECK LOAD 7.5 _kPa 2kPa 3kPa 4kPa 71 SPACING FF NOT APPLICABLE +r
3. UPRIGHTS 75m 6.7m 8.0m 5.0m 2
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m — ERG =
7_UPRIGHTS 13.0m 12.2m__| 11.5m 10.5m | 157m MAX:
9_ UPRIGHTS 152m _|_13.9m _| 12.5m 14.0m
NOTES: {1_UPRIGHTS 7.7m ¥6.0m__[) 12.7m 14.0m 965

 

 

 

 

 

 

 

 

 

 

 

* ALL FRAMING MATERIAL TO BE ALUMINIUM nw. F + ans T NOT APPLICABLE na ~~ +r

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS, 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1554
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15, | 11 UPRIGHT (BASE BRACING REQUIRED)
* DIMENSION TOLERANCES U.N.O. SHALL BE: k 17.7m MAX:
FABRICATION - + 2.0 MACHINING - UP TO 10) ‘£0.17
> 10 10 100mm 40.2 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP—206 PIANO HINGE TUBES WELDED TO CATWALK END
> 100mm + 0.5 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HINGI
ALL ANGLES 1° CATWALKS REQUIRING 11 UPRIGHTS SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS
E 490 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN = £4
LOW WATER. LAT
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER 1 KA ~T 00 ae
NS {
ROLLER DETAIL aL A aL) =
SCALE 1:5 TIMBER DECK
7 7 TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
PSS SSS SSea i SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
5 \ ALUMINIUM DECK
| JSP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
[ (NO LONGITUDINAL REQUIRED)
Ft ® IO
; ; 3VOO—s———S sd
12mm SS PI HH © (0 X 6 FLAT BAR WELDED TO NOOSA COUNCIL
TWALK EN
[ / HINGE TUBE & CATWALK END APPROVED PLAN
hes BULL BAR
100—+ 479 NYLON ROLLER TO rs CHANNEL —————————" PIANO HINGE DETAIL MCU21/0186 & OPW21/0301
12 EACH SIDE OF CATWALK
SCALE 1:5 15 NOV 2021
D yn Grito EDGE Consating gees) §— THE MARINA SPECIALIST MN" OMAROSA PTY LTD NE STANDARD CATWALK CONSTRUCTION
Ot ee OLD TRADING AS ACN 010633119 18 RON PARKINSON crEs |S LOT 229 (18) COORAN CT
Woollongabba, QLD 4102 }O}
Mob +61 447 950 427 THE Gast SUSTRAUA | NOOSA HEADS ATE: UNITS. SCALE: SHEET:
AGN os 099 oer 96s [email protected] 'Y. 5 fl
W WAX_LENGTHS_AWENDED WA TA//21 TO heen EO: owe: = PHONe(o7) 5492 5925]09 Hee STANDARD DRAWING 12/3/05 mm |AS SHOWN 1 A8
L ISSUED_FOR EDGE ENGINEERS WA) 9/9/20 TC fy ; Sk ‘ovz01 | <7 SPECIALIST DRAWN: CHECKED: APPRO: [ORG No: Ra
REV DESCRIPTION BY | DATE_|APPD| 5496 MA JSP—GW-006 M
THIS DRAWING IS-SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TOA THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

Page 5

           -
   NOOSA COUNCIL
   APPROVED PLAN
MCU21/0186 & OPW21/0301
      15 NOV 2021


[OCR of page images]
 

 

 

NOOSA COUNCIL
APPROVED PLAN
MCU21/0186 & OPW21/0301 4

 

 

 

 

 

 

 

 

 

 

 

 

 

15 NOV 2021 R6 HELIX R6 HELIX
@ 65 PITCH @ 65 PITCH
6 / N20 BARS >
FULL. LENGTH - to
R6 HELIX
6 / N16 BARS 40mm coves \ | @ 65 PITCH
FULL LENGTH
40mm COVER 4000 HUMES 400@ HUMES
UPVC FORMER Sg | UPVC FORMER Sg |
315d HUMES

 

R6 HELIX

@ 65 PITCH” UPVC FORMER NS

R6 HELIX
@ 65 PITCH ~_]

6 / N20 BARS
FULL LENGTH
~ & 3 / N20 BARS
6 / N20 BARS ai TO 3m OF TOP
FULL LENGTH it 40mm COVER h

6 / N24 BARS
FULL LENGTH

& 3 / N24 BARS
TO 3m OF TOP
40mm COVER

  

315% HUMES

UPVC FORMER NS

   

3154 HUMES

UPVC FORMER NY

 

& 3 / N20 BARS |
TO 2m OF TOP 1. ed
40mm COVER

- cf + NOT APP
[NOT APPLICABLE | TL INOT APPLICABLE | |

 

   

 

 

 

 

 

 

 

INOT APPLICABLE

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

GRADE N32
MASS CONCRETE
TO BASE OF PILE

GRADE N32 GRADE N32 LL. GRADE N32
MASS CONCRETE - MASS CONCRETE “1 MASS CONCRETE
TO BASE OF PILE Io" TO BASE OF PILE | TO BASE OF PILE

y
t
i

Tie y

 

  

OP

 

Torey
\

 

   

REINFORCING TO EXTEND - REINFORCING TO EXTEND REINFORCING TO EXTEND I REINFORCING TO EXTEND de REINFORCING TO EXTEND be
TO WITHIN 300 FROM - TO WITHIN 300 FROM TO WITHIN 300 FROM rr TO WITHIN 300 FROM 1 TO WITHIN 300 FROM L.
BOTTOM OF PILES BOTTOM OF PILES BOTTOM OF PILES r BOTTOM OF PILES 7 BOTTOM OF PILES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3 315¢ PONTOON PILE FE
thaw etm 5159 PONTOON PILE 4009 PONTOON PILE 4000 PONTOON PILE
B3kNm 130kNen 172kNen
EE: mak eeu THE MARINA SPECIALIST PT OMAROSA PTY LTD TNE CONCRETE INSITU PILE CONSTRUCTION
oolloccbbe OLD. 4 TRADING AS CN 010633119 18 RON PARKINSON Cres {2 LOT 229 (18) COORAN CT
| See ain 402 MONG AS 18 RON PARKS CRES 1 NOOan Weaoe 315 & 400 DIAMETER REINFORCED _
ABN 66 099 997 965, [email protected] ™ietty. QLD 4851 AUSTRALIA Jf DATE: UNS SCALE SHEET: A3
even 0 OE PHONE(O7) 5482 592510)" STANDARD DRAWING lo 4/99 | wu 1:25 me
E ISSUED FOR EDGE ENGINEERS MA | 9/9/20 | TC f = FAX (07) 5492 6699 v : °
REV! DESCRIPTION BY be APPO ; ; 5496 1709/2020 SPECIALIST MA Te | JSP—SD-045 E

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