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

 

 

A 45-113, Ci CAIN 45113-6116 Roodworks caf 11]

Cod File: GA41\,17021\ Document _Transter\ ince

 
   
  
    
 
  
 
 
 
 
 
 
  
 
  
 
 
 
  
 
 
 
  
 
 
  
 
 
  

 

 

HOLTS ROAD CONTROL LINE SETOUT ACCESS ROAD CONTROL LINE.
STATION] EASTING [NORTHING | GEARING STATION] EASTING |NORTHING | BEARING RADIUS.
START| -58.54 | 1945.945 | 5042202 | 12047 59 | | START 9 199.237 $012.33 | 210 32 56.3
HP 0 1996.237 | 5012.33 | 12047 5.9 TP 47.203 | 1972.245 | 4971.679 | 21032563
END | 22.536 | 2015.563 | 5000.738 | 12229 2.3| | CENTRE 2187.543 4844.61 -250

 

 

 

 

 

 

TP 82.323 1956.573 4940.281 202 2959.8
END 145.152 1932.53 4882.235 202 29 59.8

 

 

DESIGN CONTROL LINE LOT 1 DRIVEWAY
STATION) EASTING | NORTHING BEARING RADIUS

 

 

START 0 1947.142 | 4903026 [29452329
TP 63.707 | 1883.345 | 4929.824 | 29452329

CENTRE 4903.116 | 4972.464 47
TP 68.576 1879.042 4932.097 | 300 48 40.0

END 112.91 1840.965 4954.806 300 48 40.0

 

 

DESIGN CONTROL LINE LOT 2 DRIVEWAY
STATION EASTING _| NORTHING BEARING RADIUS

 

 

START 0 1937.312 4893.779 294 52 32.9
TP 64.33 1878.951 4920.839 294 52 32.9

CENTRE 9901.245 4968.922 33
TP 69.82 1874.098 4923.403 300 48 40.0
TP 88.92 1857.694 4933.186 300 48 40.0

CENTRE 1843.864 4909.997 27

TP 103.403 1843.901 4936.997 270 440.5
END 107.892 1839,412 4937.003 270 440.5

 

 

DESIGN CONTROL LINE LOT 4 DRIVEWAY
STATION EASTING | NORTHING BEARING RADIUS
0 1980.55 4985,752 300 32 56.4
40.57 1945.608 5006.374 300 32 56.4

 

  
 

 

  

 

8 TIONS BE
Ra ew aPpRoval ott

 

 

 

 

 

 

 

    
        
 

PLANS APPROVED, . f

G
0 pase AU. fh IPL. 7

421.0 A=

  

END 107.892

375 RCP with 2/Precast Keadwalls io
te provided under gravel access to
120.5 coincide with Vegetation Buffer runoff

     
 
 

 
   

Grovel access to droinage reserve, gravel
to be 3m wide, 150mm thick (Type 2.4)
with 3% crossfall towards dam

 
 

123.9 -

     

U8 Refer to Org. S5T1S=CTO

for Swale crossing detoil

     
  

418.0.

 

 

 

 

Refer to Org 45113-C19
for pavement details

 

 

Refer to Drg 45113-C19
Pn for concrete detcils

 

 

 

 

Refer to Drg IPWEA R-0065
for footpath details

 

 

 

 

 

Refer to Org 45113-C22 for
Stormwater Detoils

 

 

 

Plot_Oote: 27/07/07 - 14:42

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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