08/0215 - Hydraulic drawings for stormwater, erosion & sediment control [As Published] · 142008.215

 

 

 

     

 

roe ay oe

{ention tank type precost conerete,
hinderground ron: ALLCAST PRECASH|
fet 50 vow leak for 2000Ltre for
lsetention

 

 

 

 

fe atormiwaler Rorvesting
[detention tank tyne precast concrete,|
wong: ALLCAST ORECAST]
Pith #50 wow teok for 2000Litre for
[detention.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

            

 

 

 

1

LYYD,
Lily
yj
YD
CogaGA +

&
Cig

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

lGradin

 

lentry/exit

of covered
lcorpark directed in|

 

 

 

Pronde Easement

(@100 at 1:200

als

woq HIE
1 |
ro

   

  

pvar stormwater

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lo HANADS

 

 

 

 

Kk
beck of su

 

 

Lip

 

 

vat
THE cockKLESsMecy

lchonnal_os per detail

 

 

 

STORM & SANITARY ORAINAGE

 

 

200% Trench Grate

i

 

 

we} [iss |

 

TOP ELEVATION
Galvanized Metal—Closs B

590, i 3 530 Crate
PS pan”

Teanen Grate

 

 

 

 

 

= 3 60 $40 60
Pectorotes ———-¢ SEES J 8 rH
Be ee =
vob sit Tay
ns L_| for sit Interception

1—Farnco Fitting

 

 

328

1— Optional Flow By

 

#225
2 x #100

vo _\ |

   

295

Underwaie
Bottle

aa q
Ld

o70 780
FRONT ELEVATION SIDE ELEVATION

 

 

 

 

 

 

 

 

 

 

CLEARMAKE GROSS POLLUTANT TRAP DETAIL WITH TRENCH GRATE

 

 

1,04

s

terrace),

 

 

 

 

 

 

 

SCHEM. for detgits refer title documents)

 

2000mria

 

 

| Hot Dip Galvanised Kerb:
lo mateh ker

uadory

 
 

Tue

  

 

 

emia 7Smin

“TES. 75 x Gen Gobvonized

MS section

 

 

7Smin

 

 

 

 

 

Retoining wall os specified

 

20099

tide entey
with grate
ond screen

 

        

Diometar as xpecitiad

    

Notes:

1. UPVC pipe to be 100mm heavy duty OW
class SNE

2. Al sisel works to be hot dip getvanised

. on PME pi

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SECTION B - 9
F ORMW,
Dexeription Bote
rr Notes, Dat
[fot Oavelopment_spprovall
fFor Building Approval x 14=9-07
ion

 

 

 

 

 

 

 

 

PO Box 1176

Pee 5444 2648
Fe: 5404 9224

 

 

 

 

CUENT
K., & V. BRACKEN
ARCHITECT =
ANDREW MCKELLAR DESIGN
PROMECT: ~PROPOSED DUPLEX
181 GYMPIE TERRACE
NOOSAVILLE
DRAMING THLE:
STORMWATER

_Z>

1785-0-1|

OPERATIONAL WORKS

 

 

Tom] RK [owe
sea: 1:100
(RPD:- Lot 1 on RP69B6B

= 3-07
ow aruma} 4 oF &