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4444

- w

ww

.pla

stec

.com

.au

Tech

nica

l Dat

a

Spec

ifica

tions

as

at 0

12/0

8/20

20, b

ut a

re s

ubje

ct to

cha

nge

at a

ny ti

me

with

out n

otic

e.

Typi

cal D

ownp

ipe

Inst

alla

tion

for M

, H1,

H2

& E

Cla

ss S

ites

Impo

rtan

t Not

es fo

r

Plum

bing

and

Dra

inag

e in

Rea

ctiv

e C

lays

and

Uns

tabl

e

Soil

Site

s as

per

AS2

870

Dra

ins

shal

l inc

orpo

rate

fle

xibl

e jo

ints

imm

edia

tely

outs

ide

the

foot

ing

with

in 1

m o

f th

e bu

ildin

g pe

rimet

er.

Thes

e fle

xibl

e jo

ints

nee

d to

acc

omm

odat

e th

e am

ount

of

mov

emen

t in

any

dire

ctio

n eq

ual t

o th

e es

timat

ed

mov

emen

t of

the

site.

Thes

e fle

xibl

e jo

ints

mus

t be

set i

n th

e m

id-p

ositi

on o

f

thei

r ra

nge

of m

ovem

ent a

nd m

ust a

llow

equ

al m

ovem

ent

in a

ny d

irect

ion

at th

e tim

e of

inst

alla

tion.

This

appl

ies

for

all s

anita

ry a

nd s

torm

wat

er d

ischa

rge

pipe

s.

The

base

of

tren

ches

sha

ll be

slo

ped

away

fro

m th

e

build

ing.

Surf

ace

drai

nage

sha

ll be

con

sider

ed in

the

desig

n of

the

foot

ing

syst

em. S

urfa

ce d

rain

age

of th

e sit

e sh

all b

e

cont

rolle

d fr

om th

e st

art o

f sit

e pr

epar

atio

n an

d

cons

truc

tion.

Sub-

Surf

ace

drai

nage

of

the

site

shal

l be

a m

inim

um

1.5m

fro

m th

e bu

ildin

g pe

rimet

er.

ID

∅

INLE

T O

UTL

ET

1513

1 90

Pi

pe S

ize

Sock

et

100

1879

8 10

0 So

cket

So

cket

60

1513

0 10

0 Pi

pe S

ize

Sock

et

150

1564

2 15

0 Pi

pe S

ize

Sock

et

200

1882

3 22

5 Pi

pe S

ize

Sock

et

200

MAX

.EX

PAN

Reco

mm

ende

d fo

r H1,

H2

and

E cl

ass

site

s

Plas

tec

Expa

nder

Jo

int o

r Eq

ual

Plas

tec

Flex

itec

Cou

plin

g

Lagg

ing

as

per

Aus

t St

anda

rds