Appendix F - engineering report

 

 

 

 

 

 

 

 

7 “104
él RL 104.70

of

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
  
  
  
   

 

   
 
      
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FLE: Bts1S8-SKO2.dwg_ DATE: 18-12-2014 TIME: 1641
Pxref’s: X_BIS158_TITLE X_B14158_BASE X_BI4158_CONTS USR: nathan taylor

 

 
   
  

FLOWS TO BE PIPED

 

CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES

 

 

 

OVERLAND FLOW PATH.

  

 

 

 

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WETLAND AND DETENTION SoS== th
BASIN TO BE FINALISED 3
20 || KY | BE RL 105.20 | BE RL 105.65.
50° . FL RL 105.50 FL RL 105.95
pr Na’ :
oO | a
tN |
| IN& As |! =~
B65 ! BE RL 105.65 pert 1059s! 1S} V ge et 106.00
95 ANAT) FL RL 105.95 FL RL 106.25 Lg] FLRL 106. 30
SA , N ie
= Nae 3 IN | t ) “VS Z
05 ff BE RL 106.05 BE RL 106.30 |) ' NAP]! BERL 106.30 BERL 105.50 | BE RL 105.50 BE RL 105.70 { BE RL 105.70
30 {| PLA | FL RL 106.30 FL RL 106.60 | 1°) 71 FL RL 106.60 | FL RL 905.800 4] SY |” FL RL 105.80 | FL RL 106.00 7 FL RL 106.00 ee
ON BU ; v3 oN z % ' [ha ae See FL RL 106.20
‘ : a : ses 1 NYS
di 14 VY Gy + || | ve |
45 }\ BE RL 106.45 BERL 106.65 |) 4} BERL 106.65 | BERL 105.90 | | \.4| BERL 105.90 | BE RL 106.00 |’ BE RL 106.00
75! Ng “FL RL 106.75 FL RL 106.95 4°) SFL RL 106.95 FL.RL 106.20 M)J >, FL.RL 106.20 FL RL 106.30° | hh} FL RL 106.30 BE RL 105.95
thi St / NC \ N . | \é I Bp SZ NA | FL RL 106.25
Var NS Seo eae '
s SY | | ys aA x WNvsy SN | | 5
0 Tot | BE RL 106.70) BE RL 107.00 >| BE RL 107.00 BE RL 106.40 {| BE RL 106.40 BE-RL 106.25 | |S) 4] BE RL 106.25 ;
00 || INSP FL RL 107,00 FL RL 107.30 > FL RL 107.30. FLRL 106.70 [| FLRL 106.70 FL RL 106.55 YAT | FL RL 106.55 BE RL 106.10
1 i ? ys ¢ Kat : FL RL 106.40 1
LIS fT vi YS : IN ¥ | Le
a BK < iN el Mi 7 2
30 _BE RL 107.30 BE RL 107.30 AF | BE RL 107.30 BE RL 106.80 ; BE RL 106.80 a” | BE RL-106.50
$ | | 7 2 |
60 ey FL RL 107.60 FL RL 107.60 ih 1 [A FL RL 107.60. FLRL 107.10 | |g] FL_RL 107.10 et a ne | | | FL RL 106.80 Ee e matey \ lee
2) 1 | see YALL \it Hoe iat i :
RX «|x SS yy Sa = z = j Ea yy Sih
a = 5 = ts ——e ALB
TS _ s a 7 a a 7)
B48 a == a
| Woke
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RL 107.20]BE RL 107.40)BE RL 107.55)BE RL 107.50]BE RL 107.40/BE RL 107.30]BE RL 107.20)BE RL 107.10|BE RL 106.95|BE Rf 106.85 8E RL 106.75/8E RL 106.65] BE RL 106.55BE RL 106.45)BE RL 106.35BE RL 106. Be Wl tS
RL 107.50]FL RL 107.70|FL RL 107.85/FL RL 107.80/FL RL 107.70|FL RL 107.60]FL RL 107.50/FL RL 107.40/FL RL 107.25]FL Rb 107.15 FL RL 107.05 FL 5 106.95) FL RL 106.85FL RL 106.75|FL RL 106.65FL RL 65H oo$ ee cody
;

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CUT HATCH
FILL HATCH

DESIGN SURFACE CONTOUR (0.20m INTERVAL)
EXISTING SURFACE CONTOUR (0.50m INTERVAL)

  
 
       
  
 
  
      
           
      
  
   
  
  
  
       
 
         
    

 

Fusst [CALCS [oRAwa] _OATE
NT [NT [26.8

 

AMENDMENT DETAILS:

DESIGN CHECK|

 

NT_[-NT_[ 18.12.14 [AGED CARE FACLITY AND CAR PARK ADDED.

 

1500 10

‘SCALE ( METRES) WIGROFILM No.

50 10 20 At

 

 

DRAWN CHECK|

 

 

 

 

 

 

 

 

@4zmz0zmE>
me] o] | >

 

 

 

ssi000

AB PROJECT No.

B14158

 

 

SURVEYOR: KEN HICKS & ASSOCIATES
49 THE ESPLANADE MAROOCHYDORE
Ph (07) 5443 2844 Fax (07) 5443 7146
‘APPROVED ANDREW NGO RPEQ 12329
GRANT HALCROW RPEG 12509
MATTHEW HILL RPEQ 11578

 

FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD

PALM LAKES RESORT

PALM LAKES - COOROY
RETIREMENT VILLAGE

 

Cc

calibre

CONSULTING

 

oS BULK EARTHWORKS
Dy LAYOUT PLAN
Smee Se bare OE
SE teen naar eee smear Sei B14158-SK02 A