Appendix F - engineering report

 

 
 
 
   

BE RL 102.10 SY NY WE SY \ ’
LEGEND “FL RL 102.40 SNH SN ‘y CY
| CUT HATCH 5

FILL HATCH

   
  

BE RL 102.05
FL RL 102.35

   
      
   
   
    
 
    

BE RL 100.95
FL RL 101.25

 

DESIGN SURFACE CONTOUR (0.20m INTERVAL)

   
  
     
 
    

  
  

 
   
  

   

 
   

   
   
  
   
 
   

 

Fann EXISTING SURFACE CONTOUR (0.50m INTERVAL) ~< “BE RL 10148
\ Y \ FL RL 101.75
OA, \ ,
M77 : AZ .. 3
os AY: BE RL 102.20. BE RL 101.60 BIO AND DETENTION
Oy, Gf “ \ FL RL 102.50 FL RL 101.90 BASIN JO BE FINALISEL
Y ; 2
veal f BE RL 102.25 . BE RL 101.70
1847 FL RL 102.55 BE RL 102.05 FL RL 102.00
Y
FL RL 102.35
1
dy 4 BE RL 101.85
“¢ of BE RL 102.10 FL RL 102.15

 

FL RL 102.40

 

  

POND AND DETENTION

 

 
     
    
 
  
 

     
  
  

  
 

 

 

 

 

  
 

 

 

    
 
  
 
  
   
 
   
  
    

 

 

 

 
 

 

BASIN TQ_BE FINALISEL
Ue fi
Ney =—
if BE-RL 102.30
es : FL RL 102.60 BE RL 106.75
i a7 eR. 108.28\. FL RL 105.05
7x, f aes BE RL 102.35
eS VA Me FL RL 102.65.
b— 5 BE RL 103.45 BE RL 101.9
Bit FL RL103.75 FL RL 102.2
zi fy Z / 7
U4 J

 

 

 

 

 

 

 

 

 

 

 

    

 

  

 

    

ND AND DETENTION

 
   

 
 

BE RL 102.55 BERL 102.05° | BE RL 103.10 | BE RL 103.10

  

 

  
 
 

 

JOBE FINALISED A I\| 4 i 3 / BE RL 105.20.”
{ ’ \ FL RL 102,35 4} FL RL 103.40 7) 7 FL RL 103.40 4 FL RL 105,50”
FL RL 102.85 h| | i Vig / | peal
; y Ay _ : a _L t
BE RL 102.75 fp Vf,
X |
BE RL 103.70

Ap | BE RL 102.45 BE RL 103.70 | BE RL 105.65
6 8 é

  

         
 
  
 

 

 

 

   

 

FL RL 103.05 Zh / 4
4 JX ; 2S IBE RL 103.30) BE RL 103.25] BE RL 103.1 FL RL 102.75 Yo FLAL 104.10 || ST 7) FL RL 106.10 FL AL 105.95
7 | . FL RL 103.60/FL RL 103.55/FL RL 103.4 a J NWN oe 7
f BE RL 102.69\> : : z AN Se |
Dy FL RL 102.95 j A 2 Nye 4 Ae
yg eS . BERL 102.90 | BE RL 104.20 4 BE RL 104.20 |} BE RL 106.05
G . FL RL 103.20 | FL RL 104.50 FL RL 104.50 FL RL 106.30 j|
FL RL 104.65 Venue DA BN A aoa. |
fxr & AL z. - .
J

 
   
  
     
   
 
 
    
 
  

 

 
  

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/ N& | ce re 103.30 | Be RL 104.75 BE RL 104.75 | BE RL 106.45 |
gee “6 AO) FL RL 103.60] FL RL 105.05, FL RL 105.05 FL RL 106.75
e a tae BE RL 103.30)BE RL 103.25/BE RL 103.15) S| | | / ge q / 4 tha
. FL RL 103.60/FL RL 103.55]FL RL 103.49) 1S i z é

oy, BE RL 103.60 Wha : IJ N87) Be RL 103.75) BE RL 105.35 BE RL 105.35 BE RL 106.70 [

L/ Ur 1 J} FURL 104.05 ) FL _RL 105.65 FL RL 105.65 FL RL 107.00 |
7 7 | es \ Ko \ q
oy BE RL 103.50 a ; A IN Re Rath LY.

EL RL 103.80 IBE RL 103.35BE RL 103 SBE RL 103.55]BE RL 103.79) \!) 4 { & 4 ¥ 1

FL RL 103.65/FL RL 103. FL RL 102.85/FL RL 104.09) | ft | BE RL 104.10 i] 88 RL 105.90) /N\ar| BE RL 105.90 BE RL 107.30 |

Ne 7 y y i || FLRL 104.40 4 FL RL 106.20 7 [FL RL 106.20 FL RL 107.60
es — Ye bo | \ a oY
i _ “7 _ , 2oN MS ae YY oS y x N S64

7 > x Ss SSIS ISS ISS
Fe 2 A EEE EEE EEE EE Bok oh
i ie s SS SSS Fs

 

 

   
    
   

BE RL 103.15 BE RL 103.20 BE RL 103.25
FL RL 103.45 FL RL 103.50 JFL Rb 103.55

CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES

BE RL 103.35/BE RL 103.45) BE RL 103.50)BE RL 103.60)/BE RL 103.85)BE RL 104.208 RL 104.65|BE RL 105.30)BE RL 105.90)BE RL 106.50/BE RL 106.90/BE RL 107.20)
FL RL 103.65/FL RL 103.75) FL RL 103.80FL RL 103.90/FL RL 104.15/FL RL 104.S0{\FL RL 104.95jFL-RL 105.60}FL RL 106.20/FL RL 106.80/FL RL 107.20jFL RL 107.5

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

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