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Gibson - Amended plans · MCU22/0050.01

Attached to the e-mail Minor Change to DA MCU22/0050.01 & OPW22/0092.01 - 38 Saltwater Ave Noosaville.

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        5496   21/10/2022


[OCR of page images]
 

 

 

 

 

OF
Za
PROPOSED
JETTY
EXISTING poy 10750 EXISTING
JETTY JETTY
ro ---77 wer ---4
boop | | g | fo) |
luz Ss i
| if | fs Sy tt |
pt pe fel isa fT |
! posi !
| se LOT 3e2 ee |
| LOT 323 88 RP 880346 S18 LOT 321 |
Po Lo tete Po
19310
<SALTWATER AVE>
SITE PLAN &
WATER ALLOCATION
SCALE. 1:500
NOTES:
DESIGN LOADINGS:
LIVE LOAD: BERTHING:
DECK — 2.0kPa MAXIMUM WET VESSEL LENGTH — 8.0m
MAXIMUM WET VESSEL BEAM — 3.4m

EXISTING STRUCTURES SHOWN IN APPROX POSITION

SPECIFICATIONS:
DECKING -
DECK PILES -

IRON BARK
OYSTER GREY

 

 

 

 

 

 

 

REDUCED JETTY WIDTH LANDWARD TO 1.4m | TDB [05/05/22] SB

t 3000

 

AL. DOUBLE CHANNEL = _, |

2975

7000

 

BEARER BACK TO BACK
178 x 76 x 6.35 x 1950 LC

i _

700 ["

a 2975 =| pe 350
6 x CAST ALUMINIUM | 6 x VERTICAL FENDERS
MOORING CLEATS a (REFER DETAILS)

 

rT 4
So

| rR

 

 

 

 

 

 

 

 

S — a OF
Ql og

 

 

 

| N

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4

 

 

 

 

 

 

 

 

10000

PO 2885 CRS rn 2885 CRS
a
=

LENGTH 4000 LG

 

 

 

 

 

 

 

 

SL SL

2885 CRS
HANDRAIL

OQ

 

 

 

 

 

AL.
178 x 76 x 6.35 x 1500 LG

DECKING 140 x 32 HWD
+ DIRECTION OF PLANKS
(AT HORIZONTAL JETTY SECTION)

JOISTS @ 500 CRS
150 x 50 x 3 AL. RHS

CHANNEL BEARERS

DECKING 140 x 32 HWD
DIRECTION OF PLANKS>
(AT VERTICAL JETTY SECTION)

JETTY DECK
AREA 23.3m2

Cy REVETMENT WALL PB

Z

8118

QUAY LINE

\, x 0315 46kNm R.C

INSITU UNDERDECK PILES

10000 QUAY LINE

 

7 89

400 __|
|_____ 59) ___]

JETTY POSITIONED IN
BETWEEN 2 x TIMBER PILES

LAYOUT PLAN LOT 322

SCALE 1:75

RP 880346

a

 

aE

Crichton EDGE Consulting Engineers}

THE MARINA SPECIALIST

 

 

ola

MOVED HAND RAIL TO LHS PER CLIENT REQUEST| TDB [16/02/22| SB

 

 

 

 

 

 

 

REV] DESCRIPTION BY_| DATE _|APPD

 

 

P.O Box 6148
Woollongabba, QLD 4102 TRADING AS ACN 010633119 18 RON PARKNSON CRES
= adminOcrchionedge.c THE QLD 4551 AUSTRALIA
ABN 66 099 997 985 [email protected]
PHONE(07) 5492 5925
” RPEQ: DATE:
q is _——
(nM. Mo 5496 21/10/2022 | ==" SPECIALIST

 

 

CLIENT:

SURVEY DATA SJ & JV GIBSON

 

 

TITLE:

SITE PLAN, LAYOUT PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

DATUM 5 LOT 322 (38) SALTWATER AVE & WATER ALLOCATION

HORI. - NOOSAVILLE DATE: UNITS SCALE: SHEET: A3
PROIECT 10/01/2022 | wm |1:500 1:75 |1

‘orton (AND DERIVED) PROPOSED PONTOON & CATWALK O/C [2022 oo a

SURVEY 108 JSP—SJ—35790 C

 

 

 

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
Full text of the other 1 page

Page 2

5496   21/10/2022


[OCR of page images]
 

RY F

PROPERTY
BOUNDA\

10 GAP

a

may

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

4000

 

10000

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

DOUBLE FASCIA BOARDS
NOT SHOWN FOR CLARITY
(REFER DETAILS)

347
3 JETTY R.L_1.295m

_t

QUAY LINE

APPROX 515

 

 

 

 

ae tim ff ” ‘4 “(
NY .
RETAINING 4 y
WALL

 

 

 

 

 

 

DECK CONSTRUCTION NOTES:

 

 

 

 

 

 

  

 

ROCK REVETMENT

 

 

 

 

 

 

   

 

 

APPROX CANAL
PROFILE

0315 46kNm R.C |

INSITU. PILES

ELEVATION

 

 

 

 

SCALE 1:50

 

 

 

 

 

APPROX WATER LEVEL

AL. CHANNEL BEARERS FIXED
TO PILES WITH 2 x M16 SS BOLTS
CAST INTO PILE TOP OR CHEMSET

3000 MIN EMBEDMENT
INTO STIFF CLAY

INTO DENSE SAND OR
3500 MIN EMBEDMENT

 

>GE

ABN 66 099 997 985 [email protected]

Crichton EDGE
P.O Box 6148

Consulting Engineers|

Woollongabba, QLD 4102

Ph: +61

7 3367 3570

 

 

 

 

RPEQ:

DATE:

* Aluminium bearer & joist extrusions to be grade 6351-TS

* Bearers to be 178 x 76 x 6.35 Aluminium channel

* Decking to be 140 x 32 HWD

* — Decking fixed to joists with 2 x 12 gauge SS screws at each joist

* Joists at 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
t

8 AS_ CONSTRUCTED Tos |i9/to7z2,_sB_| CHECKED:

REV] DESCRIPTION BY_| DATE _|APPD

 

 

 

 

 

 

5496

 

21/10/2022

 

CLIENT:

 

 

TITLE:

 

 

 

 

 

 

 

 

THE MARINA SPECIALIST SURVEY DATA SJ & JV GIBSON ELEVATION
TRADING AS ACN 010633119 18 RON PARKINSON CRES 1DATUM 8 LOT 322 (38) SALTWATER AVE
THE jetty OLD #551 AUSTRALIA eg — NOOSAVILLE DATE: UNITS. SCALE: SHEET: AB
ae SPECIALIST PHONE(07) 5492 5925 en AHD DERRIVED| Y ae BROPOSED PONTOON & CATWALK 10/01/2022 J 1:50 2 ar
BOOKS TDB JSP—SJ-35791 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

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