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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Root
1
roof |
1
3
' Sk
"ot woter '
Beate Second Floor | a
cote .
75
FRTURE OISCHARGE
PPE OW
Bin “8
bn :
‘Shr 0 3
w 700 :
MN 2
c FA
Sete tray 50 Fist Moar
x $3 uno
100 ueder
around
8 8
Ground Floor |
aw 3100 WPVE
Al y,
Qe
Roof 020 ! #20
PaaS ee ae
irs v1 1
|
8 Second Floor
- =
Firat_Pooe
ype Pieciee!_instentoncous
bet ‘tron One = 27
032
Ground Foor a}
a er t=
: 32 master
i ® ® wees
Spier Sgr
Bao ; ya Bi 0
J Beicrption Cate
e150 ET 200m trench Grote
3
Notes tan
820 8 ¥ 13-07
. TOP ELEVATION
Gobvorized Metol~Closs B

 

 

 

 

 

$80 Grote

 
   

SS Mesh Screen

 

 

 

. Pedorated ———¢ Sa J

contact; Reinhold Koenning witaust RPEQ No 7023
Pa

 

 

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

re 1376
SS PH; 5444 8645
4 | samee Feng Fx: bane B724
ne 4 ernce Fit —
i ; tay Option! Flow By kK. & V. BRACKEN
al e278 2 6100 8 ARCHITECT:
Ri g ANOREW MCKELLAR OESIGN
Undernie PROUECT: PROPOSED DUPLEX
“ 181 GYMPIE TERRACE
NOOSAVILLE
' 3 a d Daw TE:
ae 780 FIRST & SECOND Le
FRONT ELEVATION SIDE ELEVATION CHoOR tic SERVICES

 

Ir
abet Giron OnE 27

 

 

 

 

 

 

Deg. Ro
1765-3

SECOND FI TER ¥

 

 

[RPD:— Let 1 on RP6SBE8