08/0215 - Approved Plan [As Published] · 142008.215

 

 

 

detention tank type precast concrete, detention tank type precast concrete,

underground brand: ALLCAST PRECAST underground brand: ALLCAST PRECAST

with 50 siow leak for 200Q0Litre for " " _ " with 650 slow leak for 2000Litre for
detention.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 
 

ing of covered
rk directed to

  
 

 

os
A AY

TSTS0 Over

 

a) 8
)

   
 
  
 

 

 

e KC
%50_slowleak

oe ——

$150 Overtlow-—— aad/5 |

Th $50 slow leak- Ye

  

|
.
A
ve
fe

  

 

. ke. |
. " i scence
T
|
!
|
i

C

i
a

|
a

  
  
 

 

 

   
 

 

Bo pg GPS

 

 

 

 

 

 

 

 

 

300sq 300sq _ ot UTE ~~ |o205
BI es eee Se 5 ad “ ” ' sf ee 0 eee 2 4
Provide 250mm wide Ta | Existimg stormwater manhole; - ~
sw. sw. sw. Sw. Sw. Sw. eg ey we L ans
Sw. Sw. Sw. Sw. * $w. i SiW- Sw. ~ + Sw. Sw. f W- Sw- Sw. Sw: Sw. Sw. Sw. Sw Sw. Sw. Sw. Sw. Sw. Sw. Sv

hy | NOTE: : 2 -

i Sy . 2 x

! KY Convert concrete slob into e S

pi standard stormwater manhole

   

  

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

    

 

 

 

   
  

 

 

 

 

 

   
      
 
 

 

     
   
 

 

 

. 3oh ide lid as part of footpath. works.
bee a => ach el aes een — J ———_— —== = -
, oe ae eee — i NOTE: 4
= SS Tee pe tart ae ~ Levels and invert levels of the existing utilities such as stormwoter manhole
on discharge groted drain and stormwater pit could not be determined at time of design, hence are
ot Qbheve strainer eosket subject to survey. Ensure ail stormwater pipework maintaines the following
For Maintenance refer P00 for #100
"Clearmake” maintenance 1:150 for #150
Manual, Refer detail 1763-3 1:200 for #225 and larger
STORM _& SANITARY DRAINAGE
[Amd| Description Date
{ — —. _—--- — — . 4
| ~ — - 7 L 7
_ 4 |
|
fe __ _ i _
T T
Ln ee ne ee ne wean ae
i
A_iStormwater revised as per conditions 4 & 5 12-03-08
. issue Notes te |
690 Galvanized Metoi—Class B -_ cn — __ wees For Development Approval : _ r __.
Trench Grate | : [For Building Approval Xo we _. 1479-07 |
Accor EEL | For Tender. ____ i — 4
Trench Grate Sewer Easement For Construction 1 _ 7 i
60 540 60 i \ As Constructed ! |
Perforated :
SS Mesh Screen | septs / i \
—_ i
| | Poly Sit Troy ; Mi fhydiraciie
or Silt Interception | | Baling Series Gaginsars
© ;
8 Fernco Fitting | i i
Optional Flow By | | contact: Reinhold Koenning MigAust RPEQ No 7023
| 3 i PO Box 1176
- ae a = 7 ~~ a em a ~ Buddina QLD 4575
2 . ‘ email: [email protected] PH: 5444 8645
2 : : . | _____._._www.conhyd.com EX: 5444 8224
' : CLIENT :
Underweir Le . . H cee
Baffle K. & V. BRACKEN
- - | ARCHITECT: t—<“i=‘ C;W*~™ —
g Sunshine Coast Regional Gouncil ANDREW MCKELLAR DESIGN
Development Permit Operational Works No: LOE GLE, Perantr PROPOSED DUPLEX
181 GYMPIE TERRAC
| RECOMMENDED FOR APPROVAL NOOSAVILLE E
FRONT ELEVATION i secssessveecnumesetqusset sagotie caatesseess [DRAWING TILE:
SIDE ELEVATION | Under 9 ci stances may the Plan & Specificatio +B: departed
front within 0» written apcroval of Council.
n
\
on CLEARMAKE GROSS POLLUTANT TRAP DETAIL WITH TRENCH GRATE PLANS APPROVED STORMWATER
4 Scale 1:20 OPERATIONAL WORKS
if cee
— Ppesion RK Checked) 07 "Dag No,

 

ON At uno. 4 oF 5 1763-0-1 A
RPO:— Lot 1 on RP69868

SCALE : 1:100