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Tod Eng Part1 · OPW16/0021

Attached to the e-mail OPW16/0021 - Operational Works Application 4 of 4.

of 6

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STAGE 6 PROCEDURE :

* EXCAVATE BEYOND THE LEVEL 1 WORKING
PLATFORM TO FORM THE RAMP DOWN TO A
LOWER TURNAROUND PLATFORM AT RL 41.00.

*_ EXCAVATE TO FORM ANOTHER RAMP DOWN
TO THE POOL LEVEL WORKING PLATFORM

* CUT/FILL PLATFORM AREA AND USE
TEMPORARY SANDBAG RETAINING
STRUCTURES TO RETAIN FILL

* STABILISE CUT BANKS WITH URETEK OR
APPROVED SIMILAR AS REQUIRED.

 

 

IT ARRARSATE 20mm PLATE WALINGS WITH 3 x 150 UB
cee e es es STRONG BACKS WELDED TO PILES AS SHOWN.

 

 

SCREW PILE

 

 

 

 

 

 

SCREW PILE

TEMPORARY RETAINING
STRUCTURE. VARIES BETWEEN
1.0m AND 2.0m HIGH.

 

ETS EE

r

y

 

 

EARTHWORKS - STAGE 6

10 UNREDUCED AT A
10 UNREDUCED AT At

 
  
       

LEVEL 1 WORKING
PLATFORM AT RL 44.50

 

aad 50

ree 00

  

43.00
nt TEMPORARY RETAINING
< STRUCTURE DETAIL

UNREDUCED AT AS
UNREDUCED AT AT

pL 42.00

 

 

 

     

PROVIDE 4 x RV2 SCREW PILES
UNDER RAINWATER TANK

      

PROVIDE 6 x RV2 SCREW-PILES
UNDER STORMWATER TANK

  
 

STRONG BACKS WELDED TO’PILES AS~
SHOWN ON THE ADJACENT DETAIL. ~

 

75mm SHOTCRETE TO STABILISE AND
RESHAPE BANK FOR TEMPORARY
WORKING PLATFORMS.

  
      

 

@219 SCREW PILES AT 2.0m MAX.
CRS. PILES TO BE 6.0m LONG.

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

~ ° >
POOL LEVEL WORKING 30° SLIPLINE &
——PEATFORM AT RL.37.00 9
- _ TEMPORARY RETAINING 5
\ STRUCTURE. VARIES BETWEEN epnck 9
won | 1.0m AND 2.0m HIGH. <>
aru 2
POOL LEVEL WORKING = TEMPORARY RETAINING
PLATFORM AT RL 37.00 STRUCTURE. VARIES
BETWEEN 1.0m AND
1 2.0m HIGH.
a) J
5
§
me SECTION
“5 a TEMPORARY RETAINING ‘Ho WREDUGED AT At
STRUCTURE. VARIES BETWEEN
4.0m AND 2.0m HIGH.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size]
UNIVERSAL PROPERTY A VENESS S. PRYSTUPA PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN! A1
signe erie
COMPANY H. GRAY s.prysturpA _|71 SEAVIEW TCE, SUNSHINE BEACH STAGE 6 Drawing Number
ESTABLISHMENT engineers & project managers Approved RPEQ No RDP RPA97117 14517-OP26
Noosa: 07 5489 9600 S.PRYSTUPA — 1137 LOCAL AUTHORITY NOOSA
- [email protected]  wiw.todconsuking.com ¥ blll)
revision description Rev] Date [Revision Description Drawn " 9 00898 ° DECEMBER 2015 | cow APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm 5 of 12 A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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