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Approved Plan - MCU22 0027 & OPW22 0054

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   APPROVED PLAN
MCU22/0027 & OPW22/0054
   NOOSA COUNCIL
      19 MAY 2022


[OCR of page images]
 

J

aM

i}

Noosa = River

PROPOSED
JETTY NAVIGATION CORRIDOR _

EXISTING EXISTING
/ [18800] tb 14710 very
ee — QUAY LINE | —
Ca OE 7 Tg
Ser e! 1) 3B | pad
‘| | | lig Ti 4!

1 | mk | i!
| | ey Tip

j 1
i i le | L Lt

 

LOT 110 7

LOT 109 BE cp Neves

<WITTA CIRCLE>

SITE PLAN &
WATER ALLOCATION
SCALE 1:500
NOTES:
Existing structures shown in approx position
DESIGN LOADINGS: BERTHING:
LIVE LOAD: Maximum wet vessel length
Jetty — 2.0kPa Maximum wet vessel beam

2 LOT 111

— 8.0m
- 3.4m

 

 

 

 

 

 

 

»GE

 

 

 

 

 

 

 

 

  
 
 
 

 

 

 

 

 

 

 

 

 

 

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

 

 

 

3B CHECKED:

B_| REVISED JETTY PROFILE SHAPE PER CLIENT | IDB [19/11/21

 

 

 

 

 

 

 

REV, DESCRIPTION BY | DATE _|APPD

hy

RPEQ:

 

 

 

 

 

 

 

 

 

 

 

 

k 8347 3500
| wo 5400 RS 750 x AL. CHANNEL BEARER’S
78 x 76 x 6.35 x 3500 LG
VERTICAL FENDERS ee *
(REFER eo 300 QUAY LINE
i PN fp se =|
| | WATER | |
ALLOCATION
| | o AREA |
e 7
| | 5 g | |
| “ |
! | |
| | + | |
| | 7 x CAST ALUMINIUM | |
| MOORING CLEATS | 2 ji |
oO
| 7 x 0315 46kNm R.C | ol 4 3 i |
INSITU UNDERDECK PILES ; 1 g |
| |
| 4 x JOISTS @ 500 | Hon | 7 : |
| | 150 x 50 x 3 AL. RHS ths 4 i 5 | |
= :
| 4500 water | DECKING 135 x 32 HWD FL g 3 | 1500 waTER |
ALLOCATION ~ + > 1 Ss : ALLOCATION
| ‘Bounpary | DIRECTION OF PLANKS I i in § | sounpary |
x 7 S 1 |
| 3 x AL. CHANNEL BEARERS S |
| 178 x 76 x 6.35 x 1500 LG t—}— i +} g : |
| : E44 I | |
| | i: | | |
| | “Ii | |
| 6 Hou |
| 28 Io | 2 i |
| , 5 ¢ Iolo 3 | |
| JETTY DECK ze Vd gz |
: 2 |
AREA 26.3m2 oy el
| | iO} | |
| fa 3 REVETMENT WALL PB |
| |
t
10347 I~ 1500 _
1 APPROVED PLAN i
MCU22/0027 & OPW22/0054
LAYOUT PLAN LOT 110 NOOSA COUNCIL
SCALE 1:75 CP N21845 19 MAY 2022 |
Crichton EDGE Consulting Ingineers] = THE MARINA SPECIALIST SURVEY DATA} |“ "RJ & ML DELANEY TM SITE PLAN, LAYOUT PLAN
Wocllongabba, OLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES DATUM iS LOT 110 (43) WITTA CIRCLE & WATER ALLOCATION
Ph: 461.7 3367 3570 pe HORT, i NOOSA HEADS
od [email protected] ae ett QLD 4551 AUSTRALIA | "gip® ha DATE: UNITS SCALE: SHEET: A3
ABN e828 997 905 [email protected] PHONE(O7) S490 5905 {RECHT lop pereweph vol OT: 05/11/2021 | wm \1:500 1:75 |1
DATE: SPECIALIST ORIGIN <t PROPOSED PONTOON & CATWALK FORAWNE ogc APPRD: [DRO No: REV:
5496 10/01/2022 | =" paved | TB JSP-SJ-35550 B

AV
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Page 2

   APPROVED PLAN
MCU22/0027 & OPW22/0054
   NOOSA COUNCIL
      19 MAY 2022


[OCR of page images]
 

PROPERTY
BOUNDARY

 

10 GAP

 

LEAVE 10mm GAP
(TO PREVENT NO LOAD
APPLIED TO WALL)

*RL 1.2m

 

12000

HAND RAIL LHS ONLY
REFER DETAILS

150 x 50 x 3 RHS JOISTS @ 500 CRS

FIXED TO BEARERS WITH 2 x M8 S.S BOLTS

TO EACH 150 x 50 x 6 ANGLE BRACKET
r- 347

QUAY LINE

DOUBLE FASCIA BOARDS

(REFER DETAILS)
JETTY #R.L_1.2m

 

 

 

RETAINING 4
WALL

 

 

 

 

**NOTE
JETTY R.L TO BE ADVISED

 

 

 

 

 

 

DECK CONSTRUCTION NOTES:

SAND AREA

 

 

 

 

 

ee
APPROX CANAL

 

 

 

PROFILE

 

 

 

ELEVATION
SCALE 1:50

 

|
|
|
|
|
|
NOT SHOWN FOR CLARITY
|
|
J
|

 

 

 
 

9315 46kNm ec |

INSITU PILES

 

 

 

 

 

 

APPROX 520

Ye HAT: R:L: 0.68m
178 x 76 x 6.35

AL. CHANNEL BEARERS FIXED

TO PILES WITH 2 x M16 SS BOLTS

CAST INTO PILE TOP OR CHEMSET

sess -MHWS R.L 0.36m
AHD R.L 0.0m

— LEVEL DATUM
“MLWS R.L 025m

oReis > © +» Rauaisaceie © ayite oj + + + > > pres apres + + - LAT R.L 0.42m

 

3000 MIN EMBEDMENT

INTO DENSE SAND OR

3500 MIN EMBEDMENT
INTO STIFF CLAY

 

APPROVED PLAN
MCU22/0027 & OPW22/0054

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* — Aluminium bearer & joist extrusions to be grade 6351-15
* Bearers to be 178 x 76 x 6.35 Aluminium channel NOOSA COUNCIL
* — Decking to be 135 x 32 HWD
* — Decking fixed to joists with 2 x 12 gauge SS screws at each joist 19 MAY 2022
* — Joists ot 500 crs from 150 x 50 x 3 Aluminium RHS with 3mm welded end Plates
* — Joists are fixed to Bearers with 150 x 50 x 6 Angle supports welded or M8 SS bolts
* — Fix bearers to top of insitu Piles with 2 x M16 SS—316 bolts cast or chemset 200mm into concrete
: TITLE:
D Crichton EDGE Consulting Hogineers| = THE MARINA SPECIALIST SURVEY DATA | JEN" RJ & ML DELANEY * ELEVATION
_ - | Woollpgebbe ap 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES | paTUM = LOT 110 (43) WITTA CIRCLE
Ph: +61 7 3367 3570 HE CORA et PT ain | HORI T=} NOOSA HEADS re TNS [SCN a
[email protected] Q GRID __| | \A3
HON 06 ow BT 98 SE PROVECT: 05/11/2021 | MM |1:50 1:20 1:5 |2 |
PHONE(O7) 5492 5925]HEGHT aun peRRiven|U2 TWALK - -
“B| REVSED_JETTY PROFILE SHAPE PER CLIENT | TOB [19/1721] SB|MECKE: PEG DATE: = SPECIALIST ORIGIN < PROPOSED PONTOON & CATW. DRAW — APPRD: JORG Not REV:
JOB | | SB_| ff 4 SURVEY
REV: DESCRIPTION BY | DATE [APPD GW 5496 10/01/2022 BOOKS TDB . JSP—SJ-35551 B

 

 

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

                       APPROVED PLAN
                    MCU22/0027 & OPW22/0054
                       NOOSA COUNCIL
                          19 MAY 2022




5496   02/02/2022


[OCR of page images]
 

DOUBLE FASCIA BOARDS

A WIDE x 25 THK

 

 

 

 

 

are

—

FASCIA DETAILS

SCALE 1:20
(SIDE VIEW OF JETTY)

ALUMINIUM MOORING CLEATS

fo TO 100 x 50 x 10 ANGLE

Kp

 

 

 

 

 

 

Nn SS STUD BOLTS

 

 

 

Fh WELDED TO INSIDE ANGLE
MN x M12 SS BOLTS
BOLTED TO JOISTS
ito x 50 x 10 ANGLE

x 300mm LC

 

 

 

ALUMINIUM CLEAT

SCALE 1:5

 

 

 

 

 

 

 

 

  

HANDRAIL 1000 HoH
bh 450 —4}

182

150 x 150 x 8 PL
BRACKET BOLTED
TO JOISTS USING

M12 SS BOLTS

363 363

|
[— CRS ~T~ CRS a ers CRS 7]

TOP RAIL & MID RAIL
FROM ALUMINIUM 50 x 50 x 2 SHS

1500

363 363

 

 

 

 

 

 

 

 

 

 

 

 

 

18

178

M16 SS CHEMSET BOLT

END

—

VIEW

SCALE 1:20
(LEFT HAND SIDE OF JETTY)

M16 SS CHEMSET BOLT

[7 crs ors] RSP cS

 

VERTICAL FENDERS; FROM

ALUMINIUM SECTION JSP—305 \

363 363 363 363

 

 

=

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lg) L563

1200

 

 

 

 

980-006 BULL BAR
WELDED TO JSP—305
& 10mm END PL

VERTICAL FENDER DETAILS

SCALE 1:20
(QUANTITY 3-OFF)

 

RUNNING FULL 1200mm

WELDED TO BEARER

 

VERTICAL FENDERS

VERTICAL HEIGHT

r
SECTION JsP-305_[ |

 

 

 

 

 

 

END VIEW

SCALE 1:20

 

MCU22/0027 & OPW22/0054

APPROVED PLAN

NOOSA COUNCIL
19 MAY 2022

 

 

 

bis ABN 66 099 997 985

Crichton EDGE Consulting Engineers|
P.O Box 6148

Woollongabba, QLD 4102

Ph: +61 7 3367 3570

[email protected]

 

 

 

REV|

 

 

DESCRIPTION BY | DATE _|APPD|

 

 

 

 

 

RPEQ:

 

DATE:

5496 02/02/2022

 

 

TRADING AS

“letty

THE MARINA SPECIALIST

ACN 010633119

=> SPECIALIST

18 RON PARKINSON CRES

CORBOULD PARK
QLD 4551

AUSTRALIA
PHONE(07) 5492 5925

CLIENT:

 

 

TITLE:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SURVEY DATA RJ & ML DELANEY JETTY DETAILS

DATUM 8S LOT 110 (43) WITTA CIRCLE

oO = NOOSA HEADS DATE: UNITS. SCALE: SHEET: A3
PROJECT: 05/11/2021 | wm |1:20 1:5 3

Bay [HHO DERAVED]LAL" PROPOSED PONTOON & CATWALK [Cpt 1/2021 [ ww [1:20 7

SURVEY 108 JSP-SJ=35552 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 4

   APPROVED PLAN
MCU22/0027 & OPW22/0054
   NOOSA COUNCIL
      19 MAY 2022


[OCR of page images]
 

 

 

APPROVED PLAN
MCU22/0027 & OPW22/0054
NOOSA COUNCIL
19 MAY 2022

 

 

 

 

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

R6 HELIX —

@ 65 PITCH = -\_| _
eal

315¢ HUMES ~

UPVC FORMER o™~, ca

GRADE N32 --
MASS CONCRETE
TO BASE OF PILE

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

 

 

 

 

 

 

315 DECK PILE

 

 

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
7 1
|

6 / N20 BARS 4-1
FULL LENGTH 4-

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

 

 

R6 HELIX
@ 65 PITCH oN

400% HUMES

UPVC FORMER Ny |

 

6 / N20 BARS
FULL LENGTH

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

 

 

 

 

 

 

 

ICABLE

R6 HELIX
@ 65 PITCH NN

400% HUMES

UPVC FORMER Ny |

6 / N24 BARS
FULL LENGTH

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

 

 

 

L-—T

 

NOT APP

 

 

 

 

 

 

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

 

 

 

 

-4

4

-4

=

 

 

 

315¢ PONTOON PILE
83kNm

 

 

 

 

 

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

 

 

TRADING AS ACN 010633119

THE MARINA SPECIALIST

18 RON PARKINSON CRES

CuENT: RY @ ML DELANEY

LOT 110 (43) WITTA CIRCLE

TITLE:

CONCRETE INSITU PILE CONSTRUCTION
315 & 400 DIAMETER REINFORCED

 

 

 

 

 

46kNm 61kNm
fa Crichton EDGE Consulting Engineers|
D 1st Floor, 28 Balaclava St
Woollongabba, QLD 4102
Mob +61 447 950 427
ABN 66 099 997 985 [email protected]
CHECKED: RPEQ: DATE:
E ISSUED FOR EDGE ENGINEERS MA | 9/9/20 | TC
REV: DESCRIPTION BY | DATE |APPD 5496 17/09/2020

 

 

 

 

 

 

 

 

 

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

=> SPECIALIST ™

NOOSA HEADS

 

 

PROJECT:

STANDARD DRAWING

AS_1100

 

 

 

 

 

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

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

4

: B

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