Approved Plans - MCU18/0006.02

           -

GENERALLY IN ACCORDANCE
     MCU18/0006.02
    NOOSA COUNCIL
    4 OCTOBER 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

 

 

 

dp

 

 

wo

vo

0

C’YARD

PROVIDE CLEANOUT TO s
SURFACE FOR FLUSH OUT
AND REGULAR MAINTENANCE.

POOL

 

S Ss

 

POOL

 

 

SEWER LINE

 

DISCHARGE RAIN WATER FROM

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

C’YARD

-—PROVIDE CLEANOUT TO
SURFACE FOR FLUSH OUT
AND REGULAR MAINTENANCE.
DISCHARGE RAIN WATER FROM

 

"CHARGED SYSTEM” TO
GARDEN BED.

IL39.000—4

 

dp

"CHARGED SYSTEM” TO
GARDEN BED.

+——|L39.000

 

Lt

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

 

 

 

 

rts

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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 |

 

Hot Dip Galvanised Kerb

adaptor to match kerb
/ profile
\ 125 x 75 x 6mm Galvanised

MS section

 

     

Connection fitting
refer Detail ’A’

75min 75min

 

A

——

||

 

 

 

  

 

WJ

Z|

 

 

 

 

 

75min

WSS

  
   
 

SS

G
Ky

22

#100
N

WR

 

 

 

 

 

 

Hot dip MS connection
A fitting or approved equivalent.

DETAIL A

SECTIO

pipes to sealed with silicone or
mortar into fittings.

TYPICAL CROSS SECTION OF STORMWATER TO KERB

AN

YL

 

NA-—A

 
    
 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

       
     
   
      

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

 

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

|

 

 

 

 

 

NOT TO SCALE

<
<

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.

 

 

 

 

 

 

Y,

ra
Mv,

ra

 

| | B ®
| | 12 5
LEVEL OF WATER IN | |
PIPE SYSTEM
"CHARGED SYSTEM” | |
[7 | ? SJ dp @)
LEVEL OF INVERT OF CHARGED LINE 10
| |
\ \cean OUT TO SURFACE | | ap dp
MANUAL FLUSH OUT VALVE | | 3 13 8
100 TO CLEAN OUT g | |
a \
TO SURFACE FOR m
MANUAL FLUSH OUT. 9100uPVC, RUBBER RING—|—=— > | | 1 oroourve, RUBBER RING
SEALED, CHARGED LINE >» | tooo ot FS] coe SEALED, CHARGED LINE
1 [LT | | LT | 1 (
C I It
GATE -———4 a I GATE (2) 4 B
A ~\ XS () 7
(TTeeTINS! | le
N, | | y ROOF PLAN
t | | 4
Ss 4
9100 TO KERB& CHANNEL
HAVE THE | F.GR.L. 40.0 |
>, TRANSFER CHAMBER | | ROOF _DRAINAGE_NOTES: ‘
S | 3092300. 1. ALL DOWN PIPES TO BE #90
oS “$100 FROM ROOF DRAINAGE | F.SLL. 40.3 | | 2. DOWN PIPES #3,4,10&11 TO SPIT TO ROOF BELOW
F/e re 1 oN
. ~J Lo
>" | | SIGNED BY THE PRINCIPAL AND
SENIOR DESIGN ENGINEER
<= L | c “I | DR.-ING. REINHOLD KOENNING
IL40.600 RPEQ7025
Notes: | a | MSC, PHD, MEAUST, AHSCA
1. UPVC pipe to be 100mm heavy duty DWV NN | | A DATE AS PER TITLE BLOCK
class SN6 NJ FFL40.200 [email protected] L-

 

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

|

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

 

 

 

 

 

 

 

TRANSFER CHAMBER.

 

 

 

 

J PROVIDE 300sq GRATED

 

 

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

REVISE ARCHITECTURAL DESIGN —~| | / IL40.600 Ss mse e0eN |

TO SURROUND TRANSFER nS

CHAMBER WITH PROPERTY FENCE PRY + a + |
PROVIDE 300sq GRATED —+ | < 4
TRANSFER CHAMBER. zy = SL_GATE K SL_GATE ; +
REFER TO DETAIL. HAVE srpeoraat To oorernan
CHAMBER GRATE L;EVEL EES | SL41.100 CROSSOVER /suar100-/3| | "DEE Al
AT SL41.100 TO ENSURE a AS PER COUNCIL / 2
SURCHARGE TO KERB. < | STANDARD DETAILS / ra

| / |

#100 TO KERB&CHANNEL—————=} /
AS PER DETAIL

 

 

GENERALLY IN ACCORDANCE
MCU18/0006.02
NOOSA COUNCIL
4 OCTOBER 2019

 

 

 

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:
I
~ . . >
contact: Reinhold Koenning MigAust AHSCA
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333
CLIENT :
D & K KNOTT
ARCHITECT :
WILLIAM H WILSON
\ Z|
(PRosect: 10 HILL STREET »

SUNSHINE BEACH
DUPLEX

DRAWING TITLE:

 

STORMWATER
DRAINAGE PLAN
AND

DETAILS

 

 

Dwg. No. AMD.

5319-OP2) A)

 

RH, Checked | Cro
\ SCALE: 1: 100
RPD:— LOT 497 RP 48112

[Date | 10-12-17
2 of 3

Design

 

 

 

 

ON A1 U.N.O.