OPW16/0105 - Approved Plans

          -
  NOOSA COUNCIL
  APPROVED PLAN
OPW16/0105 1 JUL 2016


[OCR of page images]
 

2000min

itle

 

 

Hot Dip Galvanised Kerb

adaptor to match kerb
/ profile

Boundary

|
450

 

 

 

 

 

 

200

 

 

 

 

__7omin 75min

 

A

——

 

 

RAIN HEAD
W/ OPEN TOP

 

 

 

\ 125 x 75 x 6mm Galvanised

MS section

   
       
     
      

Notes:

Connection fitting
refer Detail ’A’

 

 

|

 

 

 

 

 

 

75min

 

#100

WX :'i GY
N
N
N
N

 

 

 

 

 

Ly Hot d
A fitting

DETAIL A

pipes
morta

  

  

RL 63.10 AHD

GARAGE

FOR CONTINUATION REFER GROUND oun

SECTION A — A
ip MS connection
or approved equivalent.
to sealed with silicone or
r into fittings.

TYPICAL CROSS SECTION OF STORMWATER TO
NOT TO SCALE

 

PROVIDE 200mm WIDE
LINEAL DRAIN CHANNEL WITH
HEAVY DUTY, TRAFFICABLE
GRATE

DRIVEWAY

   

vos

 

 

 

 

 

 

=| |
| cette || Uf
non |

/|

POOL ABOVE i!

  

 

 

 

 

B

USE SEALED
SYSTEM AND

TO OVER TANK

INLET SCREE!

ASEMENT_ INSERT

  

WET
RISE

   
 

N

_—
a

EN Pa
8 \ ye

=
DS RL
1

i
PD
66.10 AHD VOS
_
a A\
WE
UN Ss

MS section

KERB

PARKING.

1. UPVC pipe to be 100mm heavy duty DWV
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.

——

——

=

S
\CAUNDR

——

=

 

250

 

 

Fitting for connection of 4100
uPVC pipe to 125 x 75 x 6mm

some

I~
990

RAIN WATER HEAD DETAIL
SCALE: 1:10

 

   
  

a WALL
3 9100

o100-”

USE GUTTER
PROFILE LARGE

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0105 1 JUL 2016

 

 

 

GARDEN
BELOW

PROPOSED POOL
\pex POSITION ea
~a_ USPIT TO FLAT

ROOF BELOW

#90 TO GROUND.

 
   
    
   
  
  
   
 

 
 
  
 
   
  
  

 

 

 

 

#90 WITH

GUTTER

   

 

USE GUTTER PROFILE LARGE

 

 

TERRACE

RL 65.75 AHD VOS

GARDEN

      
      
      

—<%
Re
©
b

   
 

  

eb

, yi
outoofid
| gurpofia Oe 1

\

 
  
 

 
 

    

   
         
 
 

  
  

 
 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROVIDE 10,000 LITRE ROOF WATER HARVESTING TANK AND RE-USE RAINWATER FOR IRRIGATION AND POOL TOP UP

GROUND PLAN

91004 Lo150

SPREADER TO pp
ROOF BELOW
NOTE:
FOR ALL GUTTER PROFILE TYPES:
1. ENSURE THAT THE GUTTER WEIR (FACING AWAY FROM
THE BUILDING) IS 25mm BELOW THE TOP OF THE
MOUNTED SHEET.
2. ENSURE THAT GUTTER WIDTH IS ALWAYS MINIMUM
40mm LARGER THAN THE DP DIAMETER. FOR 990
DP THE GUTTER SHALL BE 130mm WIDE. ROOF PLAN
#100 TO KERB & CHANNEL _
AS PER DETAIL oT aa
=
a
Lo =
A —
aa
a
ae =
_ Sune
=
ceo" ©
DRIVEWAY BELOW >
DRIVEWAY BELOW t
= |
SE o
xt
XK \ \\
ZA \\ \ _—
AA \\\\\\ = =
a
& -_ SB! \\ er =
oS “Vie fF m
S
cf ——— |
ENTRY \ — _ | PARKING BELOW
— z SUN DECK |
& /
5 300mm == RL 65.45 AHD VOS I |
g |
e fe
5 8
FAMILY g | | o
50} /
ele | B
RL 65.80 AHD VOS gS / Ir 4
g
[=
3 79100 [$* KR
rau _ [2 REFER_TO_ BASEMENT /S sus ROCK RE Faneuil
— a] INSERP P6R- Is
g CONTINUATION fe |
é
TERRACE |
L655 AHO vos |
\ x OPI
=e Sa aso tt — —— —__ __ __________________ —L59.800
hi Q=18.5L/sec
Lssxsoo I 2#0100 TO KERB & CHANNEL
450sq GRATED Lsi62.250
FIELD INLET iL61.500 AS PER DETAIL
TYPE POLY

9150

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[Amd Description Date
Issue Notes Date

For Development Approval

For Building Approval

For Tender xX (01-12-15

For Construction xX 01-12-15

IAs Constructed

 

 

H Hydraulic

 

 

 

 

 

 

 

 

 

 

 

Va
CONTACT: Reinhold Koenning MiEAust RPEQ No 7023
Moffat Beach, QLD, 4551 AHSCA
email: [email protected]
PH: (07) 5491 4333 FX: (07) 5491 4233
CLIENT :
B & R BENSON
ARCHITECT :
iS CHRIS CLOUT DESIGN J
(PRoecT: 29 McANALLY DRIVE Y
SUNSHINE BEACH
DRAWING TITLE:
STORMWATER
DRAINAGE
Design| RH. checked] h [Date |O01—12—15 | Dwg. No. AMD.
\ SCALE: 1: 100 on At u.N.o.| 2 Of 4 3078-2 J

 

 

 

RPD:— LOT 110 RP 81810