Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)

 

 

 

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,

   
   

     

  

Rad
WEIR HEIGHT Berm (300mm MIN height)
200mm Bidum AM or simior
SECTION A-A
eee eae: FLOW CONTROL
oe
WIRE SUPPORT ACCROSS a eo
MM WEIR IF NO F42 FABRIC, srectod Wo ediment top
ALTERNATIVE 2 AISA Gs - ;

TEMPORARY CONSTRUCTION ENTRY _/ EXIT . MUUSA SIRE COUNCH

 

SEDIMENT TRAP ATIONAL WORKS No. 27 Ofo7

ATONT PERMIT OPER
ce pegs DATE...

   

SEDIMENT FENCE WEIR

NTS.

  
 

 

  

ONG be STANCES MAY THE pi

? 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 |
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