3319 Stormwater Opworks 101217

 

 

CONNECT TO KERB & CHANNEL
REFER TO DETAIL.

LEVEL OF SEALED
PIPE TO BE FROM
GUTTER TO KERB

 

#100uPVC, RUBBER
RING SEALED, FROM
GUTTER TO KERB

 

 

 

 
   

 

 

 

LEVEL OF KERB

 
 
 
  
 
  

 

 

LEVEL OF WATER
—T] IN PIPE SYSTEM

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ft OF INVERT OF CHARGED LINE

  
 

\cean OUT TO SURFACE
MANUAL FLUSH OUT VALVE

100 TO CLEAN OUT
TO SURFACE FOR
MANUAL FLUSH OUT.

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.

Soff 6100 TO KERB&CHANNEL

GRATED BACKFLOW PREVENTION CHAMBER

 

   
  
 

 

 

 

   

 

 

 

 

 

 

 

 

 

    

>
8 300*600
2000min | oS 150 FROM ROOF DRAINAGE
Oo
Hot Dip Galvanised Kerb & \co
adaptor to match kerb
profile 8
J _ +
\ 125 x 75 x 6mm Galvanised 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.

   

MS section

      

     

Connection fitting
refer Detail ’A’

    
    

75min

||

75min

 
 

 

A

——

 

 

AN

{ZIZZO
Al

    

 

 

   

LY
SS

SS

 

Fitting for connection of #100

 

75min

 

 

 

 

  
   
 

WGK
NS

uPVC pipe to 125 x 75 x 6mm
MS section

 
  

J Y

Y

D> Laz,

#100

 

WS

 

 

 

 

 

 

SECTION A -— A

 

Hot dip MS connection
A fitting or approved equivalent.

pipes to sealed with silicone or
DETAIL A mortar into fittings.

TYPICAL CROSS SECTION OF STORMWATER TO KERB
NOT TO SCALE

SURFACE FOR FLUSH OUT

PROVIDE CLEANOUT TO To

AND REGULAR MAINTENANCE

 

s

C’YARD

%100uPVC, RUBBER RING—~————

SEALED, CHARGED LINE

®100uPVC, RUBBER RING—————_=

SEALED, CHARGED LINE

 

C.0.S.

a

a

S Ss
SEWER LINE

 

POOL POOL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

C’YARD

Ton

C.0.S.

Nig

 

 

 

 

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

PROVIDE 300sq GRATED—4

 

C Lolo Ha
ETT |
GATE 7

 

-—PROVIDE CLEANOUT TO

SURFACE FOR FLUSH OUT
AND REGULAR MAINTENANCE

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

——_—#100uPVC, RUBBER RING

SEALED, CHARGED LINE

 

 

 

 

 

 

 

 

F.GR.L. 40.0

F.SLL. 40.3

 

 

 

 

 

 

 

 

Li
i
LI

 

 

 

—

 

[TL

 

 

 

 

 

 

 

 

 

 

©)

——_———#100uPVC, RUBBER RING

SEALED, CHARGED LINE

 

X—} rxovee 300sq GRATED
——————— TRANSFER CHAMBER.

 

 

REFER TO DETAIL.

[=—_————-4100 TO KERB&CHANNEL

TRANSFER CHAMBER. SL_GATE SL_GATE
REFER TO DETAIL. S
PEDESTRIAN CROSSOVER PEDESTRIAN
GATE AS PER COUNCIL CATE
STANDARD DETAILS /
/
#100 TO KERB&CHANNEL————=>-4 /

AS PER DETAIL

 

 

 

AS PER DETAIL

 

SITE PLAN

ROOF DRAINAGE NOTES:
1. ALL DOWN PIPES TO BE #90
2. DOWN PIPES #3,4,10&11 TO SPIT TO ROOF BELOW

dp

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

dp dp
12 5
dp
10
dp
dp
13 6
®
@) Z
ROOF PLAN
»
SIGNED BY THE PRINCIPAL AND
SENIOR DESIGN ENGINEER
DR.—ING. REINHOLD KOENNING
RPEQ7023
MSC, PHD, MEAUST, AHSCA
DATE AS PER TITLE BLOCK
DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
[Amd Description Date
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:
1
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
Design RH, Checked | Cro [Date 10-12-17 | Dwg, No. AMD,
\ Scale: 1: 100 ON At UNo.| 2 of 2 3319-OP2 J

 

 

 

RPD:— LOT 497 RP 48112