Approved Plan MCU1-0006 & OPW18-0012

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU18/0006 & OPW18/0012
      10 APR 2018


[OCR of page images]
 

 

LEVEL OF SEALED
PIPE TO BE FROM
GUTTER TO KERB

CONNECT TO KERB & CHANNEL
REFER TO DETAIL.

#100 TO KERB*CHANNEL
AS PER DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEVEL OF WATER IN
PIPE SYSTEM
"CHARGED SYSTEM”

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEVEL OF KERB

@100uPVC, RUBBER
RING SEALED

ROOF TO KERB PRINCIPLE

SCALE: NTS
NOTE:

THE FLUSH OUT OF THE CHARGED SYSTEM

SHALL BE PART OF THE YEARLY

LEVEL OF INVERT OF CHARGED LINE

 
    
  

 

  

\ \cean OUT TO SURFACE
MANUAL FLUSH OUT VALVE

100 TO CLEAN OUT
TO SURFACE FOR
MANUAL FLUSH OUT.

MAINTENANCE SCHEME (OR AFTER EVERY

MAJOR EVENT), BUT SHALL NOT BE
PERFORMED DURING A RAIN EVENT.

NOT!

2000min

E:
TRANSFER CHAMBER TO HAVE THE
CAPABILITY TO SURCHARGE TO
KERB& CHANNEL

#100 TO KERB&CHANNEL

TRANSFER CHAMBER

 

/—

 

 

75min 75mi

Hot Dip Galvanised Kerb

adaptor to match kerb

\ 125 x 75 x 6mm Galvanised

profile

n

 

A

——

 

 

MS section

Connection fitting
refer Detail ’A’

 

 

||

 

 

 

 

 

 

75min

#100

 

 

 

 

DETAIL A

L_ \ Hi
A

jot dip MS connection

fitting or approved equivalent.
pipes to sealed with silicone or
mortar into fittings.

   
 
     
   

 

 

 

 

 

 

 

 

 

 

 

   
     
       
   
      

5 300*300
vo SL41.10
| o§ 100 FROM ROOF DRAINAGE
=8
°
0
_ +
140.600
Notes:
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.

    
  
 
  

AN

WILLE

A B
Y J d

Y

D> Laz,

   

LY

SS

WSS

Fitting for connection of #100
uPVC pipe to 125 x 75 x 6mm
MS section

  
   
 

WISN
NS

 

WS

 

SECTION A -— A

REVISE ARCHITECTURAL DESIGN —J

TO

CHAMBER WITH PROPERTY FENCE

TYPICAL CROSS SECTION OF STORMWATER TO KERB

 

NOT TO SCALE

 

10 APR 2018

 

NOOSA COUNCIL
APPROVED PLAN
MCU18/0006 & OPW18/0012

 

 

 

PROVIDE CLEANOUT TO
SURFACE FOR FLUSH OUT
AND REGULAR MAINTENANCE.
DISCHARGE RAIN WATER FROM
"CHARGED SYSTEM” TO
GARDEN BED.

IL39.000—4

@100uPVC, RUBBER RING—+
SEALED, CHARGED LINE

®100uPVC, RUBBER RING—+
SEALED, CHARGED LINE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

%100uPVC, RUBBER RING—+
SEALED, CHARGED LINE

SURROUND TRANSFER

PROVIDE 300sq GRATED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ss Ss Ss Ss Ss
s SEWER LINE
9
POOL POOL p
C’YARD C’YARD
PROVIDE CLEANOUT TO
\ / SURFACE FOR FLUSH OUT
AND REGULAR MAINTENANCE.
c.0.8. c.0.s. DISCHARGE RAIN WATER FROM
I j "CHARGED SYSTEM” TO
ap GARDEN BED.
— 1 Pp icee
- | 1b _-gso0upve, RUBBER RING
| | SEALED, CHARGED LINE
| |
| | dp dp
| | 12 5
| |
| 1 2 | | 5
’ \ ‘ dp
| |
| |
dp
| | w 5 8
pt | : | 1 oroourve, RUBBER RING
\ | Moo feo FS coo) Cd ‘a SEALED, CHARGED LINE
\ LET] | LT | 1
cate OF il cate
| r 2/2 rt e
LE | _
| IY = | ©) ROOF PLAN
Ne | | 1
Py L 77
| F.GR.L. 40.0 |
| | ROOF DRAINAGE_NOTES: ‘
1. ALL DOWN PIPES TO BE #90
| F.SL.L. 40.3 | 2. DOWN PIPES #3,4,10&11 TO SPIT TO ROOF BELOW
re 1 oN
| | SIGNED BY THE PRINCIPAL AND
SENIOR DESIGN ENGINEER
| c “I | DR.-ING. REINHOLD KOENNING
| ) ak | | | MSC, PHD, MEAUST, AHSCA
I |
_~ F400  FrL40.200 71) DATE AS PER TITLE BLOCK

 

|

 

 

 

 

 

 

*
<

 

 

 

TRANSFER CHAMBER.

 

REFER TO DETAIL. HAVE
CHAMBER GRATE L;EVEL
AT SL41.100 TO ENSURE
SURCHARGE TO KERB.

 

<
<

NOTES SURFACE DISCHARGE:

1. DUE TO SITE CONSTRAINTS
AND MORE IMPORTANTLY THE
ALIGNMENT OF THE SEWER,
INFILTRATION OF SURFACE
RUNOFF IS NOT SUITABLE
FOR THIS DEVELOPMENT.

2. ALL SURFACE RUNOFF TO BE

DIRECTED TO GRASSED AND

INTENSE PLANTED GARDEN

BEDS ALONG THE BOUNDARIES

AND SURROUNDING THE POOL

AREAS.

S

 

 

 

 

 

Y,

ra
Mv,

ra

M0800 | \

|

 

 

 

 

 

 

;—%100uPVC, RUBBER RING
SEALED, CHARGED LINE

| —REVISE ARCHITECTURAL DESIGN
TO SURROUND TRANSFER
CHAMBER WITH PROPERTY FENCE

 

 

 

 

 

 

PROVIDE 300sq GRATED
TRANSFER CHAMBER.

 

 

 

 

on $
Ss
_- z ev SS a |
[ ara & y |
| te = SL_GATE SL GATE Ht L4
t t
care CROSSOVER 4 PEDESTRIAN
SL41.100 SL41.100
GATE 4 AS PER COUNCIL / Zz | "care
<| | STANDARD” DETAILS / )
/
|
/

#100 TO KERB&CHANNEL —————=]
AS PER DETAIL

 

 

 

REFER TO DETAIL. HAVE
CHAMBER GRATE L;EVEL
AT SL41.100 TO ENSURE
SURCHARGE TO KERB.

F-21100 TO KERB&CHANNEL
AS PER DETAIL

 

|
|
|
|
\ en DESIG!

F4 ill

NN FLOW = 7L/sec

SITE PLAN

Na DESIGN FLOW = 7L/sec

dp

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[Amd Description Date
A_|RESPONSE TO RFI 14-02-18
Issue Notes Date
For Development Approval
For Building Approval 10-12-17
For Tender 10-12-17
For Construction xX 10-12-17
As Constructed
E Hydraulic 3:
~ . . >
contact: Reinhold Koenning MigAust AHSCA
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333
CLIENT :
D & K KNOTT
ARCHITECT :
LL WILLIAM H WILSON J
(Prosect: 10 HILL STREET »
SUNSHINE BEACH
DUPLEX
DRAWING TITLE:
STORMWATER
DRAINAGE PLAN
AND
DETAILS
Design RH, Checked | ae [Date 10—12—17 | Dwg. No. AMD.
\ Scale: 1: 100 on At UNo.| 2 of 3 3319-OP2 A
RPD:— LOT 497 RP 48112