Operational Works Application OPW19-0033 · OPW19/0033

 

 

          

[DRIVEWAY CROSSOVER TO|
NC STD OWG 9005

[EXISTING ENERGEX LOCATED
AT 0.8en-1,0m COVER

 

 

EXISTING TELSTRA TO BE|
LOWERED TO ACHIEVE MINIMUM|

0.3m COVER}

 

 

CURVE TO NC

 

   

NATURAL SURFACE]

[BATTER BACK TO NATURAL.
SURFACE AT 4,

PROPOSED GARAGE

MINIMUM FFL 161.100

 

(05 APPROX

 

 

 

 

 

 

 

 

STD DWG 9019
E
S| 7.8% 49.3% 25,00%| 12.50% 0.0%
DATUM RL 157,000
= x
rr a g
CUT/FILL (+=CUT) 2 s 2 s ¢
ee 5 a B
NEW DRIVEWAY LEVEL | &) | 3 g 3 2 &
Ses
23 2 ay} 00CUR 3
| asl 3 g ae] =z 3
SURFACE LEVEL ae # = 3 2
aig g 3 esl =
S| o| ol] | So ea ct}

CHAINAGE

 

 

 

 

 

 

 

 

 

 

 

 

(Callaghan & Toth )

Environmental &

| Hydraulic Engineers
goals Bat
\ 8/41 Sunshine Beach Rood

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FS

 

‘COMPUTER DIRECTORY

 

 

 

FOR APPROVAL

 

Shect 2 of 2 sheate

 

drawing number

1901-02

 

 

 

 

dots _18th JANUARY 2019 JS