Appendix D - Survey

 

  
 
 
  
  
  
 

SWwP
LL:106.12

a}e10U09 Jo e6p3

SwP
LL:106.21

 

 

 

 

DENOTES CONCRETE

DENOTES BUILDING

DENOTES BITUMEN

DENOTES PAVING

DENOTES DAM/POOL

DENOTES TREE

 

 

 

 

 

  
  
  
  
  

 

 

 

2
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Scale 1:300 - Lengths are in Metres
| | | | | | | | | |
3 0 3 6 9 12. 15 18 21 24 30 33

 

  
    
 
 
   
 
  
  

 

20

© @xeg

STORMWATER GRATE.
STORMWATER MANHOLE

SEWER MANHOLE
ELECTRICITY JUNCTION BOX
TELSTRA PIT

WATER METER

HYDRANT

STOP VALVE

POWER POLE

LIGHT POLE
BENCH MARK

 

 

8.
272°24'26'

LOWER MILL
ROAD

      
   
  
 

a

 

LINETYPE LEGEND,

a BANK BOTTOM

Hbbbbitbtibt BANK TOP

lito ti ti patter

— — — — crow
GUTTER

--—-—-—-——- GRAVEL

= 9 — mr — mr BITUMEN
KERB
CONCRETE

 

 

E ELECTRICAL
—— W ——_ water
DAMIPOOL
——s —— sewer

DRAINAGE
TREELINE
GARDEN
TELSTRA
BUILDING.

PAVING
RETAINING WALL
WALL,
GUARDRAIL
FENCE

BDY

MAJOR CONTOUR,
MINOR CONTOUR

 

 

4

SP173771

    

SS 2S ww

 

MAX WATTERSON
ASSOCIATES

1/11 Garnet Street
PO Box 639
Cooroy Qld 4563

Ph. (07) 54426121
Email. [email protected]

 

Client:

QUANT
TECHNOLOGIES

 

Project:

PLAN OF DETAIL &
CONTOURS OF PART
OF LOT 3 ON
SP173771.

 

LOCAL GOVT: NOOSA S.C.

LOCALITY: COOROY

 

 

 

 

 

Scale: 1:300 Plan 1 of 1

Datum: AHD Date: 23-01-25
Origin: 106.277 Ref
Cont.Int: 0.2m 24-641 AA
NOTE:

This plan has been prepared for building
design purposes only.

Underground services not located except
where evident on surface.