Approved Plans MCU22-0065 OPW22-0103

Page 2

   NOOSA COUNCIL
   APPROVED PLAN
MCU22/0065 & OPW22/0103
      6 JUN 2022


[OCR of page images]
 

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0065 & OPW22/0103

 

 

 

 

  

 

 

 

 

 

  
 
     
  

 

 

    

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

6 JUN 2022
f 12000 |
>
ES ly
ee &
a|a Is
PIANO HINGE CONNECTION | TOP OF PILES RL 3.2m |o
TO STANDARD LAND ANCHOR | |
| |
REMOVE/CUT BACK WALL SO | |
THAT LAND ANCHOR IS. FLUSH | CATWALK AT MAT |
~RL 1.95m J |
ne oo '
Lo oS |
I if! :
i f i 8 |
{ | ae |
Litt 4 ~- PONTOON @ HAT!
a 1 ee CATWALK AT LAT \ O22 07
to 4 — 65 CS :
sore be eee meee ee eee ween | . “HAT. RL 0. 68m
EXISTING |
RETAINING WALL DRY SAND LL s ese ccee sesso CTSA Pee QT <a FREEBOARD 7777 MHWS RL 0.56m
AREA PONTOON @ LAT; AHD R.L 0.0m
111 p LEVEL DATUM
Lovett tts te eetee fests eeeeeeeeeee eee afie “MLWS RL. 0.25m
Se i “LAT RL 0.42m
|
APPROX CANAL > |
PROFILE 28 |
a i
ae _
2a ee
Se ——
or ae
a ~
~ Zz
ag PN
aa
2a
ELEVATION DETAILS gs 315 83 kNm R.C INSITU PILES
DLEVALIUIN UE TAM 2
Zz
SCALE 1:50 2s
=8
Ss
63 ac
oO
5 PE PM crichton ce consuting Engineers] THE MARINA SPECIALIST SURVEY DATA] [cL CARTER ELEVATION
wl Viooloncebbe QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES IDATUM Ss LOT 222 (32) COORAN CRT
: , CORBOULD PARK =
Pr ‘61 7 3367 3570 THE QLD 4551 AUSTRALIA HOR. = NOOSA HEADS DATE: UNITS [SCALE: SHEET:
ABN 66 099 997 985 [email protected] GRID PROJECT: : A3
PHONE(Q7) 5492 5925 | HEIGHT w : 21/01/2021 | wm |1:50 2
CHECKED: — [RPEQ: DATE: SPECIALIST oricin |AHD_DERRIVED| 2? PROPOSED PONTOON & CATWALK — prawns CHECKED: APPRO: TORO No: REV:
REV DESCRIPTION BY | DATE. |APPO! 5496 02/02/2022 = oors TOB SB JSP-SJ-35851 A

 

 

 

 

THIS 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 JETTY SPECIALIST

 

 

Page 3

   NOOSA COUNCIL
   APPROVED PLAN
MCU22/0065 & OPW22/0103
      6 JUN 2022


[OCR of page images]
 

 

REINFORCING 1970 EXTERNAL STANDARD SIDE PROFILES P= aro
FRAME 19-203 | sata TERNAL SECTION A seu tt 2} JNOT APPLICABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TOP CHORD /- SCALE 1:25 >
FOR 16.0m - 17m LONG HANDRAILS NOTE: BENT END OPTION CAN BE I
1210 INT. CATWALKS ONLY I USED ON ALL SIZED CATWALKS 3 UPRIGHT
SCALE 1:25 7.5m MAX:
JSP—202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
r CRS WITH 4mm AL. RIVETS & COVERED WITH
3 REINFORCED FRAMES TO BE iit [Noa 4 COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10°
LOCATED AT APPROXIMATELY 9 lo TREATED & DRESSED F17 HARDWOOD PLANKS FIXED {
EQUAL SPACING ALONG 17m 840 WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS — 5 UPRIGHT
CATWALK EACH PLANK. tr iim MAX.
JSP-205 xy BENT END OPTIONAL ON ALL CATWALKS
BOTTO 4 xo
CHORDS x —_ t 1 t |
° NOT APPLICABLE
JSP—-002 ANGLE CROSS BEAMS AND LONGITUDINALS > I NSE I
EXTRA JSP—202 FRAME WELDED BETWEEN ALL CROSS MEMBERS FOR 7 UPRIGHT
STITCH WELDED TO CATWALKS WITH TIMBER DECKING. | 1000 be
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) 13m MAX:
EQUAL 965
MAXIMUM CATWALK LENGTHS UPRIGHT
_ |
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa . —j seacng =“ TINOT APPLICABLE |
3 UPRIGHTS 7.5m 6.7m 6.0m 5.0m ef
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m | 9 UPRIGHT J !
7 UPRIGHTS 13.0m 42.2m 11.5m 10.5m | 15.7m MAY: |
9 UPRIGHTS 152m 13,9 12.5m 11.0m
965
NOTES: 11_UPRIGHTS {7.1m 76.0m__[) 12.7m 11.0m ~ ,; :
* ALL FRAMING MATERIAL TO BE ALUMINIUM na NOT APPLICABLE r
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH A.S. 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: I 17.7m MAX: 1
FABRICATION 2.0 MACHINING ° y eto +£0.2 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 HING!
ALL ANGLES ET" CATWALKS REQUIRING 11 uPRIHTS\ SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 490 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN = {
LOW WATER. zi SI
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. SS > “Pa ¥ S| } Fp GAP.
P| Pela - tT
| ROLLER DETAIL Pil M aL) £ !
SCALE 1:5 TIMBER DECK
T f TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL

en SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)

ALUMINIUM DECK

145
i | | JSP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
| 4 eS / (NO LONGITUDINAL REQUIRED)
Va Ny

64 | 1 lh ’ I
12mm SS PI . La 19 |\ © 3 — 5 (OC

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i Z H 0 X 6 FLAT BAR WELDED TO NOOSA COUNCIL
4 | HINGE TUBE é& CATWALK END
es A APPROVED PLAN
, ihe BULL BAR —
100 |\.670 NYLON ROLLER TO 75 Ne CHANNEL ——_— PIANO HINGE DETAIL MCU22/0065 & OPW22/0103
127 EACH SIDE OF CATWALK. 70 SCALE 1:5 6 JUN 2022
EE: BEE Conuting Bngneer] §=— THE MARINA SPECIALIST “8 GL CARTER TM STANDARD CATWALK CONSTRUCTION
Ee “alD 4102 | TRADING AS ACN 010633119 18 RON PARKINSON cRrES|S] LOT 222 (32) COORAN CT
; CORBOUND PARK [=
ABN 66 099 997 985 enpneeringderichtonedge. com “iletty. QLD 4551 AUSTRALIA |=— NOOSA HEADS DATE: UNITS | SCALE: SHEET: A3
M MAX LENGTHS AMENDED. MA_| 14/1/21 | TC_teecKe: RPEQ: DATE: PHONE(Q7) 5492 5925 Q ree STANDARD DRAWING 12/3/03 [om {AS SHOWN ! REV.
L ISSUED FOR EDGE ENGINEERS MA | 9/9/20 | TC . ~ * * = : : : : :
REV DESCRIPTION BY | DATE |APPD| 5496 14/01/2021 SPECIALIST M.A JSP-GW-006 M

 

 

 

 

 

 

 

 

 

 

 

 

 

THIS 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 JETTY SPECIALIST

 

Page 4

   NOOSA COUNCIL
   APPROVED PLAN
MCU22/0065 & OPW22/0103
      6 JUN 2022


[OCR of page images]
 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

M20 SS BOLTS SECURING
PILE BRACKET TO
PONTOON FRAME TRACK

SECTION-A
SCALE 1:10

100 x 12 FLAT BAR BOLTED
TO PONTOON FRAME WITH 2
x M20 SS BOLTS

| 750 |

 

CLEAT FROM
100 x 12 FLAT BAR

JSP-208
PONTOON FRAME

ENCLOSED 6 ROLLER
CAGE BRACKET

 

 

 

 

 

 

 

 

 

 

 

 

 

rT PFT
allel
go ep ee
ip
JSP—208
PONTOON FRAME
SIDE VIEW

100 x 12 FLAT BAR

M20 SS THREADED BAR
TAPPED & FULLY WELDED INTO
40 x 10 REINFORCING PLATE

OVERLAPPED BOLTED CONNECTION WITH
M20 SS BOLT THROUGH BOTH BARS &
INTO PONTOON FRAME

 

 

 

 

 

 

 

 

   
 
 
 
 
  
  

 

6mm PLATE GUSSSET
TO BOTTOM CORNER
BOTH SIDES

700
500

20mm_ CLEARANCE
TO PILE

 

 

 

 

 

 

 

 

6 ROLLER BRACKET
FIXED WITH 12 x M12 SS BOLTS

 

665 1

PLAN VIEW

 

[ 400

50 x 6 PL LUGS WELDED TO TOP
EDGE OF FRAME TO FIX 6mm AL.
TREAD PLATE INFILL WITH M12 SS
BOLTS TO EACH LUG

JSP-209 FLAT BAR
SURROUND FRAME

SNAP IN FENDER

R300 ROLLED FRAME CORNERS

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0065 & OPW22/0103
6 JUN 2022

 

 

 

ENCLOSED 6 ROLLER
CAGE BRACKET

   
 

6mm ALUMINIUM TREAD PLATE

 

 

SECTION-B PILE WALL

SCALE 1:5

ALL ALUMINIUM WORK TO COMPLY WITH AS1664
ALUMINIUM TO BE GRADE 6351-15
ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665
ALL WELDS SHALL BE 8 CFW UNO
ALL BUTT WELDS TO BE FULL PENETRATION
ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL
BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR
LANOCOTE APPLIED TO ALL CONTACTING SURFACES
* — DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION — + 2.0 MACHINING — UP TO 10mm +0.1
> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +.05°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

NOTES:
*

x KKK KH

ULTIMATE LOAD CAPACITY = 26kN

THIS 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 JETTY SPECIALIST

 

 

 

Mob +

 

 

~~ Crichton EDGE Consulting Engineers
p ist Floor, 28 Balaclava St
Woollongabba, QLD 4102

ABN 66 099 997 985 [email protected]

THE MARINA SPECIALIST

TRADING AS ACN 010633119 18 RON PARKINSON CRES
CORBOUND PARK

61 447 950 427 AUSTRALIA

 

CHECKED: RPEQ:

5496

 

 

 

 

 

 

 

 

 

 

REV) DESCRIPTION BY | DATE _|APPD|

a
“jetty.
“™T PHONE(O7) 5492 5925

w= SPECIALIST (07) 5492 6699

DATE:
14/09/2020

 

 

AS 1100

CHT: GL CARTER

TITLE:

PILE BRACKET CONSTRUCTION TO SUIT

 

 

 

 

 

 

 

 

 

LOT 222 (32) COORAN CT 9315 PILES & 6 ROLLER BRACKET
NOOSA HEADS DATE: UNITS. [SCALE: SHEET: A3
PROJECT: 23/09/2019 | MM 1:10 1:5 1 OF 1
STANDARD DRAWING 3/0 (2018 APPRD: |DRG No: REV:
TDB Pc. | JSP—SD-102-1 A

 

 

Page 5

   NOOSA COUNCIL
   APPROVED PLAN
MCU22/0065 & OPW22/0103
      6 JUN 2022


[OCR of page images]
 

 

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0065 & OPW22/0103
6 JUN 2022

 

 

 

 

6 / N16 BARS 4-1
FULL LENGTH --4
40mm COVER N. --4

R6 HELIX ——t

@ 65 PITCH = -\_| +4
Ms J

315¢ HUMES ~

UPVC FORMER ONG “v4

 

 

6 / N20 BARS
FULL LENGTH
40mm cover \

R6& HELIX

@ 65 PITCH _w

315% HUMES

UPVC FORMER oN

 

 

 

 

 

 

 

R6 HELIX
@ 65 PITCH
tt
315 HUMES tt
UPVC FORMER ON Teed
tt
4
——T I
tt
_-4
——T I
1

6 / N20 BARS 4-1
FULL LENGTH 4-

& 3 7 N20 BARS 4-4
TO 2m OF TOP 4-4
40mm COVER

 

 

 

 

 

 

 

 

GRADE N32 <1" 4
MASS CONCRETE den
TO BASE OF PILE --4

REINFORCING TO EXTEND ~
TO WITHIN 300 FROM —
BOTTOM OF PILES at

 

 

 

 

 

 

315 DECK PILE

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

  

 

 

 

3158 PONTOON PILE

 

GRADE N32
MASS CONCRETE TT
TO BASE OF PILE 4-

REINFORCING TO EXTEND i:
TO WITHIN 300 FROM ~
BOTTOM OF PILES qo

 

 

 

 

 

TIA Ya

 

 

 

315¢ PONTOON PILE
83kNm

 

 

R6 HELIX
@ 65 PITCH oN

400% HUMES

UPVC FORMER Ny |

 

6 / N20 BARS
FULL LENGTH

& 3 / N20 BARS
TO 3m OF TOP
40mm COVER

 

 

 

R6 HELIX
@ 65 PITCH NN

400% HUMES

UPVC FORMER Ny |

6 / N24 BARS
FULL LENGTH

& 3 / N24 BARS tt dd
TO 3m OF TOP 4

40mm COVER er
NT

 

L-—T

 

NOT APP

 

 

 

 

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

   
  

 

 

400% PONTOON PILE

130kNm

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

7

 

 

 

 

 

 

 

400% PONTOON PILE

172kNm

 

 

 

 

 

Crichton EDGE Consulting Engineers|
1st Floor, 28 Balaclava St

TRADING AS ACN 010633119

THE MARINA SPECIALIST

18 RON PARKINSON CRES

cuENT GI CARTER

LOT 222 (32) COORAN CT

TITLE:

CONCRETE INSITU PILE CONSTRUCTION
315 & 400 DIAMETER REINFORCED

Woollongabba, QLD 4102
Mob +61 447 950 427

aie 66 099 997 985 [email protected]

 

 

 

 

 

 

46kNm 61kNm
E ISSUED FOR EDGE ENGINEERS WA | 9/9/20 | TC _|CHECKED: RPEQ:
REV DESCRIPTION BY | DATE |APPD

 

 

 

5496

 

DATE:
17/09/2020

 

a CORBOUND PARK
THE etty. QLD 4551 AUSTRALIA
“m™™ PHONE(O7) 5492 5925
(07) 5492 6699

=> SPECIALIST ™

 

AS_1100

NOOSA HEADS

 

 

 

PROJECT:

STANDARD DRAWING

 

 

DATE: UNITS | SCALE: ‘SHEET:
20/4/99 | MM | 1:25

DRAWN: CHECKED: APPRD: |DRG No:
MA Tc | JSP—SD-045

 

4

: B

 

 

Page 6

   NOOSA COUNCIL
   APPROVED PLAN
MCU22/0065 & OPW22/0103
      6 JUN 2022


[OCR of page images]
 

 

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0065 & OPW22/0103
6 JUN 2022

 

 

 

 

CAST ALUMINIUM MOORING
CLEATS BOLTED TO DECK
QUANTITY PER CLIENT PLAN DRG

PILE GUIDE BRACKETS

GRADE SL POLYSTYRENE FLOTATION BLOCK FULLY ENCASED WITH 1.5mm HDPE SHEETING

ALL SEAMS TO BE FULLY WELDED TO SEAL POLYSTYRENE
AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK

 

 

 

FOR PIVOTING ROLLER BRACKET TYPE
REFER CLIENT PLAN DRAWING

    

 

FIT FLOTATION BLOCK TO FRAMEWORK 375 FOAM
100 x 75 x 2 AL. RHS
FREEGCuRD _ PRIOR TO FITTING a DECK THICKNESS | TRANSVERSE BEAMS 104
) en —
Z Oo Be gos Geo
| pote por] 8 i
= 1}
a 4880 es FE so |____ 9g —__|
REAR ELEVATION END ELEVATION
SCALE 1:50 SCALE 1:50
5000 TO 12000 LG ** NOTE

** LONGITUDINAL BEAMS @ 2405 CRS

JSP—400 RHS PONTOON FRAME 100 x 75 x 2 AL. RHS

TO FRONT & BOTH Ns

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

. * 2405 CRS WA t
3 ([ (2405 PLATE LENGTH) {I ‘°
re | inane =F
' Po
gi ! Rint
as 1 I nH
o = haba
SQ . ! ; HH
» tT I
oo r a — {Prenrer] ay
| 7 _t
se ea
N I 1 Oo
— oO 1 | Se
[ iy g |
1 = 1 —— 6
\ 100 x 75 x 2 AL. RHS f

TRANSVERSE BEAMS @ 400 cRS | (
1

FIXED TO PONTOON FRAME \ v JSP=305 RHS PONTOON FRAME \
WITH 2 x M20 S.S BOLTS ao TO BACK SIDE ONLY ~
coo Le PLAN VIEW
SCALE 1:50

ALUMINIUM CLEATS
BOLTED TO 50 x 10 ANGLE
(ANGLE WELDED INSIDE EDGE)

-

 

 

 

 

 

M12 SS STUD BOLTS

WELDED TO INSIDE ANGLE COMMERCIAL OUTDOOR CARPET

ADHERED TO 4mm ALUMINIUM DECKING \

 

 

 

N

7

 

 

 

 

 

100 x 75 x 2 AL. RHS
LONGITUDINAL BEAMS

 

 

 

100 x 75 x 2 AL. RHS
WELDED BETWEEN
LONGITUDINAL BEAMS

 

 

 

 

 

   

MAXIMUM LONGITUDINAL BEAM CENTRES @ 2405mm
BASED ON STANDARD PLATE SIZES & AVAILABILITY

4mm ALUMINIUM DECKING PLUG WELDED OR
RIVETED @ 250 CRS TO FRAMEWORK & COVERED
WITH COMMERCIAL OUTDOOR CARPET

 

STITCH WELD DECK
& JSP—303

PvC SNAP IN
FENDER

CONSTRUCTION NOTES:

ALL ALUMINIUM WORK TO COMPLY WITH AS1664

EXTRUDED ALUMINIUM TO BE GRADE 6351-15 OR 6063

PLATE ALUMINIUM TO BE GRADE 5083

ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665

ALL WELDS SHALL BE 4 CFW UNO

ALL BUTT WELDS TO BE FULL PENETRATION

ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL BE GRADE 316
ALL WELDING SHALL BE IN ACCORDANCE WITH 1554

BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC
APPLIED TO ALL CONTACTING SURFACES

* DIMENSION TOLERANCES UNO SHALL BE: FABRICATION; + 2.0

* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER

KH RH HH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OO * MAX. WAVE HEIGHT = — 0.5m
i SeDMRSN CC ~\ 1 dV * PONTOON LIVE LOAD — 3kPa
100 x 75 x 2 AL. * CONCENTRATED LOAD — 4.5kN OVER 300mm DIAMETER DECK SURFACE AREA
WELDED WELDED BETWEEN ox 100 «2 AL. RES * PILE BRACKET MAXIMUM ULTIMATE LOAD; 15kN
100 x x .
SECTION-A a LONGITUDINAL BEAMS SECTION-B JSP—400 RHS
SCALE 1:5 & ENDS SCALE 1:5 PERIMETER FRAME
be gee met conuing gues] = THE ~MARINA SPECIALIST | ["'GLCARTER ™E 3mm WIDE ALUMINIUM DECK PONTOON
| i TRADING AS ACN 010633119 18 RON PARKINSON CRES LOT 222 (32) COORAN CT
Weollonanebes pan) ste a CORBOUND PARK 9 NOOSA weaos Sm TO 12m LENGTH
ABN 66 099 997 985 adiinterichtonedge com ls ett QLD 4551 AUSTRALIA |-— DATE: UNITS: [SCALE: SHEET: A 3
: MEY PHONE(7) 5492 5925 | PROJECT: 109/08/2021 MM }1:50 1:5 |

|__| (CHECKED: Al, _ ]RPEQ: DATE: SPECIALIST < STANDARD DRAWING DRAWN: CHECKED: ~APPRD: [ORG No: REV:
REV DESCRIPTION BY | DATE _|APPD Hue 5496 11/08/2021 = 108 JSP-SD-206/8 A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THIS 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 JETTY SPECIALIST