Change to Existing Approval Proposed Plans - OPW15/0099.01

 

LEGEND

BE RL BULK EARTHWORKS LEVEL
FL RL FINISHED SLAB LEVEL
© EX 104.36 EXISTING SURFACE LEVEL

 

—— Kt — —— EXISTING OVER HEAD ELECTRICAL
—— =e — —— EXISTING UNDER GROUND ELECTRICAL
— 61 — — EXISTING UNDER GROUND TELSTRA
—_ Rh EXISTING SEWER RISING MAIN

 

 

 

EXISTING SURFACE CONTOUR

(0.5m INTERVAL)

——-—_ EARTHWORKS SURFACE CONTOUR

(0.25m INTERVAL)

PROPOSED STAGE BOUNDARY
PROPOSED CONCRETE SLEEPER RETAINING WALL
PROPOSED ROCK RETAINING WALL

INDICATIVE WALL HEIGHT

AREA OF CUT
AREA OF FILL

OVERLAND FLOW PATH

CLUBHOUSE RETAINING WALL

SETOUT 'TOE OF WALL’

 

 

 

 

 

POINT No. EASTING NORTHING
A 774.300 945.192
B 723.133 995.527
C 718.376 994.513

 

 

 

 

1 IN 4 TURFED
BATTER TO EXISTING

CLEAN WATER DIVERSION DRAIN
EXISTING STORMWATER DRAINAGE
EXISITNG SEWERAGE RETICULATION
EXISTING WATER RETICULATION

RETAINING WALL SUBSOIL (INDICATIVE)

DETAIL
SCALE (At): £100
SCALE (A3):1:200

 

 

NOTE:

NOTWITHSTANDING THAT EXISTING SERVICES MAY
OR MAY NOT BE SHOWN ON THE JOB DRAWINGS, NO
RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT
OR THE PRINCIPAL FOR THIS INFORMATION WHICH
HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE
PROVIDED FOR INFORMATION ONLY. THE
CONTRACTOR SHALL ASCERTAIN THE POSITION OF
ANY UNDERGROUND SERVICES IN THIS AREA AND
SHALL BE RESPONSIBLE FOR MAKING GOOD ANY
DAMAGE THERETO.

  
   
 

  
 

 
 

 
     
   
 

 

(RL 98.559~
JA CH 14.50

1
I

 
 

SWALE TOWARD DAM.
_o REFER DETAIL 1 ASIDE. —

 
 
   
  
   

 
 

 

I
== — 7]
y

=

 

 

 

 

 

 

 

 

 

 
 

 

Zo
ie
ai

 

REFER TO ORG 106
FOR ELEVATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

      

/FL RL 102.88
BE RL 102.58

 

  

V / 407

 

 

   
   

r =
oe |’ FL RL 103.26

BE RL_103.34

 

  
 

FURL 103.04
3] BE RL 102.74 7°

  

 
   

  
 
  
    
   

  
  
      
  
    

 
 
  
  

MTB
FL RL 104.26
-/BE RL. 103.96.”

  
    
     
 
  
    

“Te

CFL RL 10359°S 7} FL RL 104.87 SOON 5 en
BE RL 103.29 - BE RL 104.57 “\. FUTURE ~~ eS

ee 7 te x

 

“STAGE 2 ~s.

 
  

FL RL 105.47 | =
Hl BE RL 105.17
re

   

    
 
 

 

 
 
 
    

CAUTION Il

  
 
 
  
   
   

 

@

 
    
   
   

   
     
   

   
   
   

 

   

 

 

 
  
  
 
 
 
 
 

 

 

 

 

 

y
FL RL 104.16
BE RL 103.86

 

 

 

 

 

 
 
   
  
 

 

 

  

 

  
 
  
  
 

a iy
FFL RL 106.05. Cf OVERHEAD
She oo Se | era cams
P aoe S VERHEAD ELECTRICITY CABLES
85. / 78 J pe 69 ally ot N \ \ EXIST IN THIS VICINITY. CONTACT
FL RL WE SW 8. ia eee ttln 11 IN 4 TURFED BATTER ‘ON ENERGEX WHERE CABLE
“BE RL 106.89. FL RL 106.66 yr]. FL RL 106.66 : N a CLEARANCE IS COMPROMISED BY
[Se re BE RL 106.36 + | BE RL 106.36} MACHINERY.
CAUTION !!
UNDERGROUND

 

BE RL 106.59 °.-

 

 

 

 

 

     

 

 

 

   

 

  

FL RL 105.28/FL RL 105.70/FL RL 106.11/FL RL 106.55)

BE RL 103.60) BE RL 104.98/BE RL 105.40)BE RL 105.81/BE RL 106.25|BE RL 106,68)

 

 

 

 

 

 

 

     
   

 

     

/

   

A

     

    

 

ELECTRICAL CABLES
UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING

 

 

 

  
  

ba
FL RL 106.98}

  
   
 
   

UNDERGROUND TELECOMMUNICATION

   

 

 

 

 

 

 

  

CAUTION !!
UNDERGROUND
TELECOMMS CABLES
CABLES EXIST IN THIS VICINITY.
CONTACT SUPPLIER FOR CABLE

LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

 

 

 

 

 

NOTE:

 

LOTS 105, 120, 121 ARE TO BE CONSTRUCTED AS
PART OF STAGE 3 WORKS.

 

 

 

FILE: 15-001261-106.dwg DATE: 16-12-2005 TIME: 08:15
[Xret's:_X_15-001261_TITLE X_15-01261_BASE X_15-001261_CONTS X_15-001261_CUTFILLHATCH X_15-001261_EXISTING X_15-001261_BASE INTERSECTIONS USR: adam young

   
 

ust

 

i

PATH AND REDIRECT TOWARDS
~—~- DETENTION BASIN. 1 IN 4 TURFED

  

RE-GRADE EXISTING OVERLAND FLOW fear —
1

 

 
    

   

-
te wt —— er

  
    

i /
Zs — ok — t— — ust — + -Zpuct — — ust — — —u
x I \

  

 

BATTERS MIN. 0.5m LONGITUDINAL GRAD

a es

    

 

  

 

 

   

 

 

 

  

 

“——*"=-REF NO. 132007.2398.02

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Past [cases [pane oe SCALE (METRES T THCROFE Ros cient
‘AMENDMENT DETAILS. SURVEYOR: ML SURVEYS

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MID > 1261 ANDREW MCPHAIL RPEQ 6921 PALM COKE RF SORT Cpedae Se ean tes aD at VT Teer

NIE 15-00126 Tekghne 07 3895 3444 Facile 07 3895 3400

SIF FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 1A Beales Canta erst Seo 2s JOOS 15-001261-124 c