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St Baker - Plans · MCU22/0007

of 7

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

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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
FULL LENGTH

& 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

 

 

 

 

 

NOT APP

 

LICABLE

 

 

R6 HELIX
@ 65 PITCH NN

400% HUMES

UPVC FORMER Ny |

6 / N24 BARS
FULL LENGTH

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

40mm COVER er
NT

 

L--1
L--1

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

 

 

 

 

Ta

1
pie Wi: tun wl: ek ween ue: Sn Wie: pe vlen veWui Suiels Siee eee e

 

 

 

315¢ PONTOON PILE

REINFORCING TO EXTEND

 

 

 

 

 

Lp
| !

GRADE N32
MASS CONCRETE
TO BASE OF PILE

WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

400% PONTOON PILE

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

7

 

 

 

400% PONTOON PILE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

61kNm
#6kNm B5kNm 130kNm 172kNm
B GE foowuting renee] = THE MARINA SPECIALIST |)" re & See SIRCLE ME CONCRETE INSITU PILE CONSTRUCTION
; TRADING AS ACN 010633119 18 RON PARKINSON CRES 92 (7
all Woollongabba, QLD 4102 CORBOUND PARK ° NOOSA HEADS 315 & 400 DIAMETER REINFORCED
Mob +61 447 950 427 THE DATE: UNS . SHEET:

ABN 66 099 997 985 £[email protected] | Y¥. QLD 4551 AUSTRALIA |— — 0/4/99 “ sire :
E ISSUED FOR EDGE ENGINEERS WA | 9/9/20 | TC |OMECKED: RPEQ: DATE: = SPECIALIST ee No oe ree g STANDARD DRAWING DRAWN CHECKED: APPRD--TDRG No:
REV DESCRIPTION BY | DATE _|APPD 5496 17/09/2020 || — MA Te | JSP—SD-045

 

 

 

 

 

 

 

 

 

 

 

 

 

A3
.

 

 

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