Engineering Drawings Part 1 - OPW14/0197

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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- LOT 155 -
- INTERSECTION DODONAEA CLOSE -
CH 140.000 \ DATUM RL_9
| FINISHED RL 12.154
I
- LOT 156 -
6.00m, 400m 1 3.00m | 3.00m 450m, |
F 0.90 | 301 Ac. SURFACING
90m mm AC.
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CH 120.000 : DATUM _RL11 - LOT 149 -
FINISHED RL 13.877 ~ LOT 154 -
I
CH 220.000 DATUM RL_15
. FINISHED RL 16.009
- LOT 156 - *
- INTERSECTION CARISSA PLACE -
2 2
- LOT 148 -
- LOT 155 -
CH 200.000
CH_100.000 DATUM RL FNERED Rt 150
FINISHED RL 15.600 :
ws ws
5 - LOT 155 - © e
e 5 2 = LOT 162 - a
REFER N13078-109 FOR
RETAINING WALL NS | - BASIN ACCESS -
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- LOT 156 - \
CH 180.000 \ DATUM RL_8
CH 80.000 \ DATUM RL13 | FINISHED RL 11.883
FINISHED RL 17.306
I
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© © ~ LOT 161 - - LOT 155 -
— LOT 157 - a a ROTATE CROSS FALL
TO -2%, 3.0m EITHER SIDE
OF CHAINAGE 162.000
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CH 60.000 | DATUM _RL16 TYPE ‘B1’ KERB AND CHANNEL
I FINISHED RL 18.624 ' TO IPWEAG STD DRG R-0080.
| CH 160.000 | DATUM RL 8
& 16.50m ROAD RESERVE a 3, FINISHED RL 11.225
&
VARIES 3.75m | 3.75m 1 4.50m VARIES 3|
- LOT 158 - 30mm AC. ‘SURFACING | S
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LING ta awe
aa 3% | 3% 2%
1.2m CONCRETE FOOTPATH TO L B
CH 40 000 |.P.W.E.A.Q STD. DRG. R-0065 DATUM RL18
al TYPE ‘M1’ KERB AND CHANNEL FINISHED RL 19.407
g TO IPWEAQ STD DRG R-0080.
5 SUBSURFACE PAVEMENT DRAIN
S| TO IPWEAQ STD DRG R-0140,
FILE: N13078-114.dwg DATE: 11-04-2014 TIME: 09:11
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
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