Generally in Accordance Approved Plans - MCU18/0006.01

GENERALLY IN ACCORDANCE
     MCU18/0006.01
    NOOSA COUNCIL
      27 JUNE 2019
           -


[OCR of page images]
 

 

CONNECT TO KERB & CHANNEL
REFER TO DETAIL.

LEVEL OF SEALED
PIPE TO BE FROM
GUTTER TO KERB

 

#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
MAINTENANCE SCHEME (OR AFTER EVERY
MAJOR EVENT), BUT SHALL NOT BE
PERFORMED DURING A RAIN EVENT.

NOT!

E:
TRANSFER CHAMBER TO

CAPABILITY TO SURCHARGE TO

KERB& CHANNEL
2000min |

 

 

 

75min

/—

Hot Dip Galvanised Kerb
adaptor to match kerb

profile
\ 125 x 75 x 6mm Galvanised

MS section

Connection fitting
refer Detail ’A’

75min

 

A

——

 

 

 

 

 

||

 

 

 

 

 

 

75min

WJ

  

Z|

WSS

  
   
 

SS

G
Ky

22

#100
N

WR

 

 

 

 

DETAIL A

Hot dip MS connection
A fitting or approved equivalent.

SECTIO

pipes to sealed with silicone or
mortar into fittings.

AN

YL

 

LEVEL OF INVERT OF CHARGED LINE

 
    
  

 

  

\ \cean OUT TO SURFACE
MANUAL FLUSH OUT VALVE
100 TO CLEAN OUT

TO SURFACE FOR

MANUAL FLUSH OUT.

100 TO KERB&CHANNEL
HAVE THE
TRANSFER CHAMBER

   
 
     
   

 

 

 

 

 

 

 

 

 

 

 

   
     
       
   
      

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.

    
  
 
  

y
Z
Let,

SS

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

NS

 

NA-—A

REVISE ARCHITECTURAL DESIGN —J

TO

CHAMBER WITH PROPERTY FENCE

TYPICAL CROSS SECTION OF STORMWATER TO KERB

 

NOT TO SCALE

 

 

GENERALLY IN ACCORDANCE
MCU18/0006.01
NOOSA COUNCIL
27 JUNE 2019

 

 

dp

 

 

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.

 

 

 

 

 

 

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

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

 

 

 

F-21100 TO KERB&CHANNEL
AS PER DETAIL

 

|
|
|
|
\ en DESIG!

F4 ill

NN FLOW = 7L/sec

SITE PLAN

Na DESIGN FLOW = 7L/sec

 

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