Engineering Drawings Part 2 - OPW14/0197

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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2 2
al a
© : ©
. a & 20,00 ROAD RESERVE e
2 2
- LOT 125 - 4.90m 4.28m 4.25m 4.50m
. 30mm AC. SURFACING - LOT 136 -
4 MAX
v 7 . varies - UN
CH 160.000 u DATUM RL_13, 2% 3% 3% ae | saees
FINISHED RL 14.405 BI Ly
2 ra - LOT 124 -
CH 260.000 | DATUM RLS
Tt FINISHED RL 9.964
| - -
CH 140.000 \ DATUM RL_14 a \ 2 tor 35
FINISHED RL 15.440 ©
|
t
NS
2 2 nb 19 gl
- LOT 124 -
TYPE ‘MI’ KERB AND CHANNEL
<a \ TO IPWEAG STD DRG R-0080,
Ns TNS SUBSURFACE PAVEMENT DRAIN
vino 10 T r CH 240.000 JO IPWEAG STD DRG R-0140, DATUM _RL_7
! FINISHED RL 10.403
CH 120.000 | DATUM RL_14
T FINISHED RL 16.261
|
a 20.00m woh RESERVE 2 ~ LOT 134 -
2 2
4.50m 5.50m, | 5.50m 4.50m
|
“torn - 40mm AC. SURFACING 0.90m - Lot 126 -
2% 3% 3% 2%. T
CH 100.000 fe C DATUM RL_16
TYPE M1” KERB AND CHANNEL ww L FINISHED RL 17.057 CH 220.000 DATUM RL 8
TO IPWEAQ STD DRG R-0080. — © 1.2m CONCRETE FOOTPATH TO FINISHED RL. 10.893
SUBSURFACE PAVEMENT DRAIN & |P.W.E.A.Q STD. DRG. R-0065
TO IPWEAG STD DRG R-0140, — 1
wy
- LOT 123 - S|
~ INTERSECTION MORINDA CIRCUIT - a
|
1 IN 4 MAX.
©
CH 80.000 DATUM RL_16 \
FINISHED RL 17.667
\ my ~ INTERSECTION MULBERRY CLOSE -
|
CH 200.000 DATUM RL_10
2 2 FINISHED RL 11.793
- LOT 122 -
CH 60.000 o ' DATUM RL_17
FINISHED RL 18.033
©
2
|
- LOT 75 - 2 2 = INTERSECTION MULBERRY CLOSE -
0.50m - LOT 121 -
CH 180.000 el DATUM RL 12
FINISHED RL 13.103
CH 40.000 T e | DATUM RL_17
FINISHED RL 18.175 2
2.0m CONCRETE FOOTPATH TO =
|.P.W.E.A.Q STD. DRG. R-0065 S
=
- LOT 120 -
T
RI
CH 20.000 | DATUM RL_17
al FINISHED RL 18.276
3
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FILE: N13078-121.dwq DATE: 29-01-2014 TIME: 14:57
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