09/1689 - Response to Information Request [As Published] · 132009.1689

5000 litre Round squat

 

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 
    
 
    
     

 

 

 

 

 

 

 

 

 

 

 
  

 

 

     
 

 

  

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
 
 

 

 

 

 

 

 

 

 

> Rainwater tank below deck \g22° 55'20" 19.929 ~
grated \ — Rainwater tank overflow b 73
stormwater ~ . 8
pit . _ -
ee —- — EASEMENT AD
a IL 12.89 we
4... [- SL 13.75 Te ee es ]
we oe ~ te KN ae
Pi | ac
| .. — Field gully
1 -
1
1 ~ Field gully
PVC stormwater pipe. \ K
Py
dp
’
75 '
~ $n. . ah
1
~ " .-- — Field gully
Stormwater
stip drain.
16 i me ~
: i Nags nen Des Ve Pee “AS '
~ S cool ~~ sonnet tne Rainwater tank overflow
Stormwater > . ~~ 48
strip drain. 4 5000 litre Round squat
i . i. Rainwater tank below deck
zh J
ped : PVC stormwater pipe.
-(c ¥ Stormwater +” ep
g 4 SO stip drain. \ a
wl; ~ Pd
ob *~ \ '
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ors Te ‘ vq
Ir : SLL SER BESS NB
ra oe
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oh ng
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t i
oh HLT
= PRM me fy]
a oR
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Li f a
ia tf
Be. a LJ Field gully
1g-- ye Oa [
a we A
! : tL Ea
rd Driveway
i C1 “on Field gully
~ ee eS i RL 16.538) _.
to . : L a put . | Field gully
vy =, 2 \
id tt Me ~ Spoon drain ‘5
79 ' Fs a, ~ mee —-N
Te. p ~ ro
4 ~~ \
~ 4 a ee
StF ~~
4 ; we |
0 i a
4 7 eens sweesornere!teerrrorvnerere! Seem ceerer
322° 55' 20" 19.929 '
i
t
back of kerb /
ST edge ot bitumen SS - . ~
XN
- white lane marking bitumen formation -
N

GRANT STREET ~~

— = ~ ‘
b oo white lane marking bottom of stone wall_

 

top of stone wail

edge of bitumen

TRAFIC ONE WAY

SVORMWATIER MANAGEMENT PLAN

 

 

 

SK 01 01-02-16

 

NOT FOR CONSTRUCTION

 

 

 

 

These plans may not be copied in whole
or part without the written permission of
Burleigh Design
Copyright ©

 

 

 

 

PROPOSED
OU PLEX

 

 

N,B & C TOKOVIC
13, Grant Street

Noosa Heads

STORMWAT

ER PLAN

 

 

1:100 at At
SK 01

08-3781