Plans · MCU19/0055

 

 

   
 
  

OVERLAND FLOW PATH a Co / —_ / oO

    
     
 
  
  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   

  

2000min

 

Hot Dip Galvanised Kerb

adaptor to match kerb
J profile

Title

Boundary
{ )
450

 

 

 

 

 

 

 

 

75min

75min

\ 125 x 75 x 6mm Galvanised

MS section

Connection fitting
refer Detail ’A’

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

ALL
20 / A \4 | iti i
Qe Fitting for connection of 100
bo° < iS uPVC pipe to 125 x 75 x 6mm
Sy « 1L40.070 E le MS section
RY * oO
TO BE CONFIRMED s ty
DESIGN FLOW: — Hot dip MS connection
Q=2.2L/s A fitting or approved equivalent.
Z pipes to sealed with silicone or
DETAIL A mortar into fittings.
MAINTAIN MINIMUM 150mm_ HEIGHT
DISTANCE BETWEEN INVERT OF KERB AND a TYPICAL CROSS SECTION OF STORMWATER TO KERB
CREST OF CROSSOVER AND AVOID Q100 oa NOT TO SCALE
OVERLAND FLOW FROM ENTERING THE SITE “7
Sy 7
a vo 4100 To KERB & CHANNEL
. A 3 AS PER DETAIL
eo
a ‘
a \
, a N\
iE? \ \ x
5 Za | so Driveway
\ oe UNIT B. D’WAY K
oe wan 1L40.270 L x POOL AREA A
\ \ 53sqm
| \ FALL a aig
“ne al i
w oa 126°0' Proposed Duplex \ Proposed Duplex
{COTTE TTT Fu k FLA om
Driveway }):
-~b- FFL40.490 “if
a Drivewa
y Turning
Ba
2OOWIDE GRATED LINEAL DRAIN y SPACE 48sqm
CHNNEL WITH TRAFFICABLE, “
HEAVY DUTY, CLASS D GRATE g _iI SUB CATCHMENT PLAN 1:400
%
$
a? 4,
\
\
\
4 _FFLA0.850
I] TT
| |
+ FALAC-PpP | y ENS DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
& a es | FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
| a —
ce 5 2 | | g Amd Description Date
iS © 4 o
AV 2 | LST TRRLAO.550 a
Ne 3 —_
& ; a || I
3 = | || ——
3 a | | °
8 | |
| : 200WIDE GRATED LINEAL DRAIN
| | Turning Bay/ CHNNEL WITH TRAFFICABLE,
| HEAVY DUTY, CLASS D GRATE
Proposed Duplex | Carpark
| U it B’ ! b I Not Dat
rq FFLB9.950 ssue otes ate
| nl LL 4 For Development Approval
| —| For Building Approval I26—04—19
FFL40.600 | 4 For Tender 26-04-19
| | S For Construction Xx 26-04-19
| FFLAO.550 | 1 SH As Constructed
. o -
LEPLtEL ope 1 fo Driveway #2
| | a FALL N
c | | nl .
L | Net
Le HULL La 1L39.150 Hydraulic tm
° “> FFL40.950 [| [ KX TO BE CONFIRMED
2 | @_FEL39 39.264 y-
° 100 TO KERB & CHANNEL DESIGN FLOW: contact: Reinhold Koenning MigAust AHSCA
AS PER DETAIL = PO Box 181 ae
é Q=3.0L/s Moffat Beach, QLD, 4551 RPEQ# 7023
i GP3 email: [email protected]
FALL FALL FALL Le) ee ee DESIGN FLOW: PH: (07) 5491 4333
a a a a a i a ee eh ee LL a aaa ; CUENT >
GP1 70.025 Bin Storage =_ Q=17.24L/s
Y NN A & P PANNIFEX
304°52' 1L39.270
—% 100uPVC L 2off 6100 TO KERB & o IL59.150 DESIGN BY:
@150uPVC o
450s USIL39,850 USiL39.440 450 CHANNEL AS PER DETAIL TO BE CONFIRMED ICON BUILDING DESIGN
FIELD. INLET witH DSIL38.440 a50sq DSIL39.270 FIELD’ INLET WITH > <
GRATED. LID b FIELD INLET WITH GRATED LID (Prosect: 27 HILL STREET >
Ve GRATED LID 0 SUINSHINE BEACH
SL40.450 oo SL39.900 SL39.700
1L39.850 & 39.440 iL39.270 DUPLEX
DRAWING TITLE:
0
Xe
STORMWATER
DRAINAGE PLAN (S)
| Ip
SITE DRAINAGE PLAN 1:100 | 25 EE See 0 Design| HeaHz| Checked] Ch [Date [26-04-19 | Dwg. No. ‘AMD.
SEES cue, waa 4: 2of 4 | 3452—OP2
Ce ae (QC SCALE :>1 : 100 ON A1 U.N.O. SJ
RPD:— LOT 93 RP 94566

 

 

 

 

   
     
         
   
   
 

Notes:

1. UPVC pipe to be 100mm
class SN6

2. All steel works to be hot dip galvanised

3. All joints on PVC pipe to be sealed with
solvent weld cement (type N or P), or

rubber ring joint.

heavy duty DWV