2576 - SBSMP-01 (Feb 2026)

 

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 Ay refer eit oe

drainage reserve (refer / AW \ NX 45113-C10

Org 45113-C11

i / be d/ Existing Top CO \ EMBANKMENT = 1080m’

BO of Dam

NN
NN

 
   
  

 

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 as

 
 
 
 

Top 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 Ko 07 O77
Refer Dam Inlet otto Love RL.11367 Top of Bank RL.114.0 REC'D BY. cerns fA... DATE....... Zoo . I =
Detail for details ver Ret To r Spillway Level R.L.113.2 : . PLAN
/ | 2 AMEND CKD BY. 2067
DEBRIS CAGE DETAIL

 

 

a RECOMMENDED FOR APPROVAL Not to Scale

pe Sie = =
Natura} Surface /
[Normal Water \ MLAING 2/450 RCP, refer detail below

 

 

 

UNDER NO CIRCUMSTANCES MAY THE PLA %

     
 

 

Level RLINLS SPECIFICATIONS BE DEPARTED FROM WITHOUT
DATUM R.L.104,000 WRITTEN APPROVAL of the MANAGER LAND DEVELOS BN
TYPICAL DAM SECTION SAD
TYPICAL DAM SECTION PLANS APPROVED —Top of dam watl RL.114.0

Scole 1:500

    

 

DATE Ah 2. LLL me

 

    

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

evs wor . . a :
Existing Surface Area of dam

      

   

Debris Cage, refer detail below

/- Norma! Water Level LO [ Excavate outlet to natural surface
AL —

 

 

 

 

 

       
 

 

    
 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— —— i x
_— EL111.50 Litter ‘0 J
— wall extention
Provide Headwall and Type 3 apron
—_ at inlet & outlet, refer Std Org 010 2/450 RCP (Class 2) (14.64) TYPICAL DAM EXTENSION SECTION
Scale 1:200 Scale 1:100
SeAES oRAAN | Bw leddy sergiacomi & cueNT LOCATION DRAWING NO.
° 2 1:200 cases | ce aasonintes pty. itd. DEPT. OF INFRASTRUCTURE HOLTS ROAD, NANDROYA 45113-C09
ae tere oo Seca. RRMA, cage aes a = |
- —=t———j 1:

SSE EGET | oN” ewww] a | MMtEMER sant tna steee ors y| PROPOSED INDUSTRIAL 8 TYPICAL SECTIONS 4B
Sant nox acres Fon me —— —_t———_ 1:500 ATE 05/07 | AOI 010 8 oO ee ee banaue a AERVEY Bay LEQ M7 ESTATE am 36