B07056-SK01-10 - Stormwater [As Published] · 132007.2398

 

040m

TEMPORARY STORAGE LEVEL
RL 99.60

 

STANDING WSL RL_99.20

RL 98.75

2.20m

 

Ri_97.00

 

 

7.00m

 

 

 

3.00m & VARIABLE

 

0.25m

 

RL 101.75,

0.25m

 

 

2.00m & VARIABLE

"AREA OF MACROPHYTE PLANTING

Seema)

TEMPORARY STORAGE LEVEL
RL 10250

RL 100,75.

cS

450m

 

STANDING WSL RL 101.25

AL 101.00

NORTHERN WATER QUALITY CONTROL POND

0.25

2.00m

 

RL_99.25

 

a

ROCK RIFFLE.
NOMINAL SIZE O55=300mm-

SOUTHERN WATER QUALITY CONTROL POND

3.00m WIDE VEHICLE ACCESS

 

RL 98.50

TEMPORARY STORAGE LEVEL

WEIR LEVEL RL 101.50 RL 10150

STANDING WSL RI_99.20

 

STANDING WSL_RL 101.00

 

 

‘| STANDING WSL RL 101.25

 

 

508 Low FLOW owe, “|
UPSTREAM IL 101.25

 

0.50m

 

Sees MAXIMESH RH3030

OR EQUIVALENT GRATE TO
COVER LOW FLOW PIPE

 
 
    

GROUTED ROCK WALL

100.50

 

2.10m

 

LE: BOTES6-SKE9.dvq DATE: 23-8-2087 TRE: 49
Xref's: X_80705¢_TITLE X_BATIS6_DETALS USR: Lachlan Cress

SECTION (“3

‘SCALE: 550

Waxy)

  

4.00

 

RL 99.30
STANDING WSL RL 99.20

 

 

    

eI

2 ROCKS ARE TO BE PLACED TO
ea ENSURE A MAXIMUM GAP OF
gz ‘50mm BETWEEN ADJACENT ROCKS,
a

z

=z

 

PERVIOUS ROCK GROYNE

SECON

 

NOTES:

1, THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH BROWN CONSULTING REPORT NO. 807056-01A,
DATED 23/10/07.

2. DETAILS ARE CONCEPT ONLY AND SUBJECT TO
DETAIL DESIGN.

 

CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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