N13078 - 2014.10.17 - 1 Of 2

 

SHAPE VERGE LOCALLY TO TIE
IN WITH EXISTING FOOTPATH

  
  

ROTATE CROSS FALL TO -2%, 3.0m

LINE

 

   

EITHER SIDE OF CHAINAGE 316.755

EXISTING CONCRETE FOOTPATH \ \

 

h68m_—3.25m 3.25m 5.83m
30mm AC. SURFACING
3.0% 3.0% 13%

 

 

 

  

N EXISTING KERB AND CHANNEL

AND ROAD TO BE DEMOLISHED

 

   

 

 

 

 

 

 

 

 

 

 

 

 

AND REMOVED
CH 320.000 DATUM RL_5
FINISHED RL 8.507
ROTATE CROSS FALL STEEL BEAM GUARDRAIL
TO -2%, 3.0m EITHER SIDE TO TMR STD. DRG 1474
OF CHAINAGE 316.755 PAVEMENT o 1.2m HIGH POOL TYPE FENCE TO
WIDENING a tac ARCHITECTS DETAILS
=2. b% 2.0% 2.0% 3.0% 3.0% I 0.3%
_ BIO BASIN 'C’. REFER DRG
ag N13078-130 FOR DETAILS.
As rm
z
©
S
3
TYPE ‘B1' KERB AND CHANNEL
CH 300.000 TO IPWEAQ STD DRG R-0080. DATUM RL 5
™ SUBSURFACE PAVEMENT DRAIN FINISHED RL 8.703
TO IPWEAQ STD DRG R-0140.
1.00m_, 2.00m 338m PAVEMENT
1.2m HIGH POOL TYPE FENCE TO WIDENING
LANDSCAPE ARCHITECTS DETAILS |
2b 2.0% |2.0% | 3.0% | - INTERSECTION TWIGRUSH COURT -
gal
9 8
,& L
2.0m CONCRETE FOOTPATH
CH 280.000

DATUM RL_5

 

LE; N1B078-122.dwg_DATE: 16-10-2014 TIME: 1450
prefs; X-NBO78-TIT X-NBOI8-ROADS USR: Curtis Boorman

CONTROL

 

FINISHED RL 9.398

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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