Engineering Drawings Part 2 - OPW14/0197

 

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=
oS

20.00m ROA

D_RESERVE

PB

 

 
 

3.00m

3.00m 432m.

 

  

30mm AC.

SURFACING

3.0%. 3.0% 2.0%

 

 

 

NX EXISTING KERB AND CHANNEL

AND ROAD TO BE DEMOLISHED

 

    
  
   
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

I
AND REMOVED
CH 320.000 | DATUM RL_5
! FINISHED RL 8.507
I
ROTATE CROSS FALL STEEL BEAM GUARDRAIL
TO -2%, 3.0m EITHER SIDE TO TMR STD. DRG 1474
OF CHAINAGE 315.000 2 1.2m HIGH POOL TYPE FENCE TO
eC ca ARCHITECTS DETAILS
‘ =i BIO BASIN 'C'. REFER DRG
N13078-130 FOR DETAILS.
' TYPE ‘B1’ KERB AND CHANNEL
CH 300.000 | TO IPWEAG STD DRG R-0080. DATUM RL 5
| ™ SUBSURFACE PAVEMENT DRAIN FINISHED RL 8.703
| TO IPWEAQ STD DRG R-0140.
a@
o &
® 5
Z|
gl
' - INTERSECTION TWIGRUSH COURT -
I
CH 280.000 | DATUM RL_5
| FINISHED RL 9.398
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|
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