Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)

 

Cod File: C:\47\,17021\ Document _Tronster\ Incoming) 45— 113, Civif ACAD 45113-0098, C104 Dom sactions.chea{09]

 
  
  

 

Spilt R113.
reter Brg 46113-Ci EARTHWORKS QUANTITIES

and detail below

EXCAVATION = 30m?

3m gravel access to A Vey form eit oe

drainage reserve (refer / AW \ NX 45113-C10

Org 45113-C11

9 / a7 Existing Tape C \ EMBANKMENT = 1080m?

BO of Dam

NN
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2/450 RCP, refer Detail below

 

 

   

E 2122.93
N 4852.67

 

‘“ 150x150 sq. #12mm galvanised

> \ wale to be excavated rods. Fabricate & fix to surround
at 1% to natural nib woll & culvert headwall
surface from outlet

 
 
   
        
 

 

   

 

      

 

 
  
 

 

 

 

 

 

 

 

 

 
         
 
 

   
 

 

 
 

 

 
    
 
 

© Top Water Level R.L.111.5m \ 50mm concrete nib wall to

3m Concrete maintenance \ surround edge of apron NY
access to be constructed to
wale profile provide non-slip 7 \ 2/450 RCP
broom finish, refer Drg Existing Spillway NX x
45113-C10 for details Concrete V-Drain to be to be removed \ —

constructed into dam

to RLI11.3, refer inlet oe Standard endvals

detail Drg 45113-C10 1 § Bonk R114 —

‘op of Bonk R.L.114m _—
SECTION

1 in 2 Batter ta be landscaped
Refer landscape plans.

    
 

Fix galv. plate/frame
50mm concrete nib wall to to culvert headwall
surround edge of opron

100mm gops in nib wall to
be at RL.111.50 (pipe invert)

 

 

 

 

 

 

 
 
 

Area of dam extension

»

 

 

 

 

 

Existing Concrete
Inlet to be removed

 

 

   

 

 

 

 

 

 

 

NOOSA SHIRE COUNCIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
 

   

   

RETENTION BASIN LAYOUT DEVELOPMENT PERMIT OPERATIONAL WORKS Ku @7 0727
[= Dam Inlet Q100 Level R.L.113.67 Top of Bank R.L.114.0 REC'D BY rr essrnerrnety oo BAe 2 Leo > aren
Detail for details [ ver Ret To > r Spillway Level R.L.113.2 EGfKl. : . PLAN
0. 206 —
DATE.24/.Z... 7.
4 DEBRIS CAGE DETAIL

 

 

a RECOMMENDED FOR APPROVAL Not to Scale

aS SE ll
Natural “!? i
a Lyn for er tb UNDER NO CIRCUMSTANCES MAY THE PLAW 2

Level RLTIN.5 SPECIFICATIONS BE DEPARTED FROM WITHOUT
DATUM RiL.104,000 WRITTEN APPROVAL of the MANAGER LAND DEVELO=ME®:

 

 

 

  
 

  
 

  
  

TYPICAL DAM SECTION 3h ANE AD
ne om DAM SECTION PLANS APPROVED —Top of dam wall RL.114.0

  
 

    

 

 

    

nace A 2, CP Siinetesan D FA

Batter from top of dam wall
at 1 on 2 to natural surface

      

   

Debris Cage, refer detail below

 

 

 

 

 

    
     
 

 

    
   

 

 

Prot Data: 27/07/07 = 14:45

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a cen, ,
/- Normat Water Level LO pe outlet to natural surface iio aon “ - “,
exe * a
fi ~~ i TT — \L —
0
__ _ TL111.50 Titer u , Existing Surface wal extention
Provide Headwall and Type 3 apron
— at inlet & outlet, refer Std Org B10 2/450 RCP (Class 2) (14.64) TYPICAL DAM EXTENSION SECTION
Scale 1:200 Scale 1:100
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