2576 - SBSMP-01 (Feb 2026)

 

 

 

45-113, CMNACADK 45113-C23A_— 244 Stormmnter_monagement.dwaf24]

Cad Flte:_G'.41\,17021\ Documant_Tronsfer\ Incomi

Cattle end 3.0m NOM width
set above ground

    
   

 

A PLAN

Runofl to be diseted ta ¢ sediment trop,
refer Standard Orowing D-O041,

   
   

     

 

 

 
 
 

WY
WEIR HEIGHT Berm (300mm MIN height)
200mm fiduen AM or simiar
SECTION A-A
Bn er FLOW CONTROL
°
WIRE SUPPORT ACCROSS a
er WEIR IF NO F42 FABRIC, ccd vetent tp.
ALTERNATIVE 2 AIS A Oo ~ .
TEMPORARY CONSTRUCTION ENTRY_/_ EXIT cnt oi SA SIRE COUNCI
SEDIMENT. TRAP CNT PERMIT OPERATIONA o
“OD 84, NAL WORKS fo. 97 Ofo7

   
 

SEDIMENT FENCE WEIR

NTS.

  
  

Neentees pig DATE...

 

) CIRCUMSTAK
ONS BE DEper

noe !
? AOPAOVAL of the MA
ri? APPROVED

    

|/ Rack Retaining Wall, refer
Drg 45113-CO3

 
  
 

NOTES:
4 1. Refer to LSA Std Drg D10 for Stondard
= Headwall Details

2, ‘d' = RCP Diameter
v 3, Refer to LSA Std Org D10 for ‘a’, for
|
aE

Standord Headwall

6000x2000x170mm.
Reno Matresses

 

 
   
 

pipes above 675) use 1.5d

 

 

 

 

BS STS STI

\ oon x 2440 x 170

AREA SAS

   
 
  

Rey Ee Ee EEE

    

 

 

 

 

 

Plat Date: 27/07/07 ~ 14:35.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0.6x0,, Reno Matress
Cut-off Wall
RETAINING WALL QUTLET DETAIL
Scale 1:100
Sones bea] aus leddy sergiacomi & [2 LoeAtTOn TRANG NO.
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et 1:2000 NAGERS &
sat RIFE ar | oa mom | a ssn ton wet? keemoucwenareswcrens /| PROPOSED INDUSTRIAL STORMWATER MANAGEMENT DETAILS |_24 |
fe a oe ee RT Pei MD Oe COCR, 7. box 1256 cALounpa, op. 4551 eae oF
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