Skip to the record
Noosa's #1 Council Tracker.

Original source · versioned page text

Gibson - Plans

Attached to the e-mail Combined Application MCU22/0050 & OPW22/0092 - Cover Letter - Owners Consent - DA Form 1 - Certificate of Design - Certificate of Title - Plans - 38 Saltwater Ave, Noosaville.

of 4

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
 

 

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

315@ HUMES

UPVC FORMER ON “4

6 / N20 BARS 4-1
FULL LENGTH 4-

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

 

 

 

 

 

 

 

NOT APPLICABLE

 

 

L--1

L--1

R6 HELIX
@ 65 PITCH Ng

L-—T

KR L--T

 

400% HUMES

UPVC FORMER Ny | ft

6 / N24 BARS
FULL LENGTH Peo

& 3 / N24 BARS fd
TO 3m OF TOP 4

40mm COVER er
NT

 

 

 

 

 

 

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

=

 

Ta

pee: tin Wiel: ee ween te Suenu:Svl: oeveuie-Wuii Wiel Wie et

 

 

315¢ PONTOON PILE

REINFORCING TO EXTEND

 

NOT APPLICABLE

 

 

 

 

Lp
| !

GRADE N32
MASS CONCRETE
TO BASE OF PILE

WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

400% PONTOON PILE

REINFORCING TO EXTEND 44

GRADE N32
MASS CONCRETE rrr t
TO BASE OF PILE

7

TO WITHIN 300 FROM
BOTTOM OF PILES ATT

 

 

 

 

 

 

 

400% PONTOON PILE

 

 

 

 

 

 

 

 

 

 

 

 

61kNm
#6kNm 83kNm 130kNm 172kNm
8 ~ Crichton EDGE Consulting Baines THE MARINA SPECIALIST CENT SJ & JV GIBSON CONCRETE INSITU PILE CONSTRUCTION
ester eS ic2 | rRAOING AS AON 010655119 18 RON Parunson cres|S} LOT 922 (88) SALTWATER AVE 315 g 400 DIAMETER REINFORCED
en CORBOUND PARK = NOOSAVILLE
Mob +61 447 950 427 THE DATE: UNITS : ‘SHEET:

ABN 66 099 997 985 [email protected] | Y¥. QLD 4551 AUSTRALIA |= PROJECT: 20/4/99 MM 15 ‘ A3
E ISSUED FOR EDGE ENGINEERS WA_| 9/9/20 | 1 _|°RECKED: RPEQ: DATE: = SPECIALIST Fax “tc 3482 6699 < STANDARD DRAWING DRAIN: CHECKED: APPRO: ORE No REV:
REV DESCRIPTION BY | DATE |APPD 5496 11/09/2020 | — MA Tc | JSP-SD-045 E

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
Log in to download the original file

Gibson - Plans.pdf · 1.8 MB (small file)

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

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”.