Skip to the record
For the highest quality transcripts.

Council archive · source document

Development Application - Part 2 of 2 - Plans · OPW11/0172

of 2

Check the original when the exact wording matters.

Plans and drawings: the text below has words only, no drawings.

Log in to see the plans as drawn
SCRC CORRESPONDENCE

 

 

 

$0045500

Place Barcode here aaa
—

THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD

Part Of 2

Application number: _ © C2v 4! /o/72.

TAIZAM\BCS [AMUINFORMATION MANAGEMENT\RECORDS MANAGEMENT\Control of Records\EDRMS\Muhti Part Record Cover Sheet FIRST PART. doy

 

 

/OOE
Box: APS e. RE LO ooo cccsce

 

 

 

 

 
Full text of the other 1 page

Page 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

180 x 78 | HEADSTOCK 1°"

yo

sm =

JETTY USE:

SINGLE USER, PRIVATE Sao (2200 TREATED
NO VEHICULAR ACCESS 28 NOM INTO PILE

3 \
ROAD mS ONE Me 8/8
sg ON 0 VERTICALLY
G\8 ee 180 x 78 STRINGER
1016 88
i ° ! p—— U6 BS :

 

 

 

 

 

 

 

 

 

TYPICAL SECTION SPLICE JOINT DETAIL

WALKWAY DECK VERTICAL as «
Rie :
120
--HANDRAL:

DESIGN LIVE LOAD - 2.0 kPa 2 A
> = 120

RIGID HANORAR. TO COMPLY

WITH COUNCIL REGULATIONS

 

 

 

 

 

 

MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 misec
mate

 

 

 

 

 

 

 

 

 

PILES:
ALL PILES SHALL BE APPROVED

HARDWOOD AND TREATED

TO HAZARD 6.
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159

* PILING CODE u
4% wr rl
: = ei

Y~ uu SIDE ELEVATION 10

FRONT ELEVATION 10
JETTY USE:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PILES: SINGLE USER, PRIVATE
ALL PILES SHALL BE APPROVED NO VEHICULAR ACCESS
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED WALKWAY DECK VERTICAL
IN ACCORDANCE WITH AS 2159 DESIGN LIVE LOAD - 2.0 kPa
PILING CODE
tao MAXIMUM MOORED VESSEL - 5m
; ese. 12800 = L278" sv ap BERTHING VELOCITY - 0.5 m/sec
\ av a E>-prgeosep wOTes:
\ 5 = | SR Rae a ate
REAL PROPERTY 5 ; Si | Tt Sezer Te econ
DESCRIPTION ” = 5 aan} AND ENGINEERING STANDARDS FOR TIDAL WORKS."
LOT 63 \ — | 4 = 3. ALL STAINLESS STBEL BOLTS, RODS, ETC. SHALL BE APPROVED MARINE
RP 885310 7335 am FS GRADE 346. ALL OTHER STEBLWORK INCLUDING NUTS, BOLTS, WASHERS,
PARISH WEYBA \ om fae SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED OR even.
COUNTY MARCH | OA | | a” yao x = F . | 4. TOP OF PRES SHALL BE SEALED AOE) PULLY CAP FLARHED OR RINGED WITH
aOyA 1 t+ \ sy 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
FRAMING LAYOUT t:0
soprcorroparesennoes Tracer | a ShnNorden [ve
PROPOSED JETTY NOOSA JETTY & Associates [=
LOT 63 BUILDERS nce, |
(No.26) ‘oraowane saunmane | WORKING DRG
SUNSEEKER CLOSE = |eimat ate carom came oom
NOOSAVILLE ores earrme wetare ewan aa
| manoomanne 1 11/63-T

 

 

 

 

 

 

Used in these records

About this file

File size
144 KB (small file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Development Application - Part 2 of 2 - Plans.pdf · 144 KB (small file)

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.