fe0001fence type a and b fe0000 fe0002fence type c working … · type celevation fence type c...

Fences drawing indexSED_NO Title

FE0000 Fences drawing indexFE0001 Fence type A and BFE0002 Fence type CFE0003 Fence type EFE0004 Fence type F part one of threeFE0005 Fence type F part two of threeFE0006 Fence type F part three of threeFE0007 Typical picket fence detailFE0008 Typical wire fence detail AFE0009 Typical wire fence detail BFE0010 Handrail type A & BFE0011 Access barrier chainFE0012 Wooden bollard & chain fence details

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1DATE: February 14, 2020

Document in Review

FE0000TDM TECHNICAL STANDARDS

FE00

00

Fences drawing index A

50 x 50 batten (Two battens equally spaced between poles)

No. 1 Standard reinforced concrete post.50mm. galvanised mesh 3.2 wire

Posts at 3m max.

Post

Strainer post and stay

No.1 H5 treated stray100x100

4mm. galvanised wire

4mm. wire

600

1200

1000

130

1300

1000

600

600

130

1200 10

0050

100

No.1 Standard reinforced concrete post.

30°

Strut H5 treated 400mm longNo.1 12 round

1. Timber must be H4 treated (battens).

2. Battens must be equally spaced between posts.

3. Posts to be reinforced concrete (20 MPa) or H5 treated timber.

4. Concrete for post foundations to be 20 MPa.

5. Final tension of all free wires too be 1.1 kN.

6. All cut ends of timber treated with end grain wood preservation for high pressure preservativetreated timber.

WIRE FENCE TYPE B

WIRE FENCE TYPE A

STRAINER POST AND STAY TYPICAL DETAIL

NOTES

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FE00

01

Fence type A and B A

100mm thick mowing strip on 50mm AP20 to be pouredcontinuously with footpath.

Extent of footpathincorporating mowing strip(see detail below)

Footpath must be pouredcontinuously andincorporate mowing strip

Localised widening around100x100 posts

Note:Fence Type C footing concrete strengthmin 20 MPa.

150x25x2000mmboards (H3)

100x50mm rails(H3)

100x100x2750mmpost (H4)

Galvanised Coachbolts (M10)

300mm dia hole concrete backfill(20 MPa)

100x100x2750 post (H4)

300mm dia hole

150x25x2000 boards (H3)

100x50 rails (H3)

2450

160

800

800

230

2030

3030

100

200

200

100

1000

mm

(Dep

th o

f fou

ndat

ion

to b

e ha

lfth

e he

ight

of e

xpos

ed fe

nce

post

)

100

25Galv. Coach Bolts (M10)

ELEVATION FENCE TYPE CSIDE ELEV. TYPE C

MOWING STRIP DETAIL

1. Fence palings must be faced to the road reserve.

NOTES

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FE00

02

Fence type C A

Bottom rail

Construction Joint/end of structure

Top rail 100x50x6.5mm RHS

Post 75x50x4mm RHS.

Infill bars 20x20x2mm RHS at 125mm crs.

Bottom rail 50x25x3mm RHS

Base plate and two 16mm U-bolts. Plate must be seton mortar pad.

Concrete wall

Top rail

Infill bars

PostA

A

150

400

150 150

200

1100

100

1100

100

925

100

2400 312.5 312.5

50

100

500

300

1. All posts and bars must be vertical.2. All fillet welds must be 5mm.3. All splices in top and bottom must be sleeved.4. All butt welds must be full depth and ground flush. Assembly must be hot dip galvanised before erection.

Ground mounted

NOTES

ELEVATION

SECTION A-A

Concrete wall mounted

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FE00

03

Fence type E A

Footpath

1110

90

100x100x6 shs

Top rail152x76x5 rhs

10mmØ vent holes in diagonallyopposite corners.

78

Panel support

1400

M20 gr.4.6 coach bolt 120mm lg. Withnut, flat washer and spring washer

M16 boltsgr.8.8.

Panel support75x16x100 lg.With 25x18mm slotted hole.

100x100x6 shs

Baseplate

200

1140

MIN

60 M

AX

Top plate

15mm nominal dry pack mortar

65

4/m20 gr 316 s.S. Threaded rodepoxied 200mm into concrete.

10

150

260

Panel support

10 Typ.

8 Typ.

Top rail

NOTES1. All steel components must be hot dip galvanised after fabrication in

accordance with AS/NZS4680.

SIDE ELEVATION

HANDRAIL POST

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FE00

04

Fence type F part one of three A

4196

200

96

200

18001800

152x76x5 RHS

Detail 1

100

Detail 1 4032

152x76x5 RHS Bolt holes are 22mmØ and on longitudinal centreline,top holes 22mm square.

96 96

200

18001820

Bolt holes are 22mmØ and on longitudinal centreline,top holes 22mm square.

10

5mm THK. PLATE

3

8

65

8 TYP.

Top rail

DETAIL 1

PLAN - END TOP RAIL

PLAN - TOP RAIL

NOTES

1. All steel components must be hot dip galvanised after fabrication inaccordance with AS/NZS4680.

TOPRAIL JOINTTOPRAIL CONTINUOUS

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FE00

05

Fence type F part two of three A

1128

MIN

12

1152

MIN

12-20mmØ M.S.BARS-150 CRS. 60 MAX60 MAX

1790 2525

1840

4

18mmØ HOLES

60x12 m.S. Fl top & bottom

12

4

See detail bellow

350

225

255

6060

350x225x20 m.S.Plate

4-22x45 slotted holes

20mmØ galv. Drainholes

30 30

3030

280

100 100

130

6565

12mmFLAT

2-22x40 SLOTTEDHOLES

225

9090

260

3030

6060

30 30

20mmØ galv. Drainholes

4-22x45 slottedholes

260x225x20mm thk.Plategrade 300

Handrail postsee detail RR005

Panel detailsee above

12

4

94 20

120 MAX

END POST BASEPLATE

TOP PLATES

BASEPLATE

PANEL Mk 1 DETAILS

NOTES

1. All steel components must be hot dip galvanised after fabrication inaccordance with AS/NZS4680.

ASSEMBLED FENCE

PANEL Mk 1 RAIL DETAIL

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FE00

06

Fence type F part three of three A

100mm thick concrete mowing strip. Pourcontinuously with path where applicable

50mm thick AP20

50mm minimum concrete cover to bottom of posts

Galvanised M10 coach bolts.

75 x 25 x 1070 H3.2 timber pickets

100 x 50 H3.2 timber railing

100 x 100 H4 Timber Posts

300Ø concrete footing(20MPa)

Widen mowing striparound posts

1000 between Posts

150

1100

100

100 100

200

100

200

25mm gap between Pickets

30

200

700

200

100

50

750

600

NOTES

1. All timber must be retention tanalised pine anddressed both sides.

2. All timbers to be primed before painting

3. All timbers to be painted with appropriate external paint.

TYPICAL FRONT ELEVATION

TYPICAL SIDE ELEVATION

TYPICAL PLAN

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FE00

07

Typical picket fence detail A

4mm

met

al c

ap p

late

50m

m S

HS p

ost t

ypic

al.

Refe

r to

Note

s

200m

mØ

conc

rete

foot

ing

(20M

Pa)

50m

m m

inim

um c

oncr

ete

cove

r to

botto

m o

f pos

ts

7.5m

mØ

wire

(hor

izont

al).

Refe

r to

note

s

7.5m

mØ

wire

(ver

tical

) @ 7

5mm

crs

. Ref

erto

not

es

1300

970

2408

75

75

100 max.

G.L.

Fix p

anel

to p

ipe

usin

g M

6bo

lts &

bra

cket

(2 o

n ea

chen

d)

50m

m S

HS p

ost t

ypic

al

Alte

rnat

e Fi

xing

Post

bol

ted

to c

oncr

ete

work

, wal

l,ni

b, e

tc.

190x

190x

10m

m p

late

wel

ded

to b

ase

of g

alva

nise

dpi

pe.

Fixe

d by

4xM

16 d

ynab

olts

.

PLAN

ELEV

ATIO

N

POST

DET

AIL

NOTE

S1.

Fen

ce p

anel

s m

ust b

e ho

t dip

gal

vani

sed

and

powd

er c

oate

d 'K

arak

a Gr

een'

or a

sap

prov

ed b

y th

e re

leva

nt A

T En

gine

er.

2. F

ence

pan

els

mus

t not

hav

e m

ore

than

100

mm

gap

from

gro

und

leve

l to

inst

alle

dpa

nel.

3. P

osts

mus

t be

50m

mØ

hot d

ip g

alva

nise

d pi

pe a

nd p

owde

r coa

ted

'Kar

aka

Gree

n' or

as

appr

oved

by

the

rele

vant

AT

Engi

neer

.4.

Pos

ts m

ust b

e in

stal

led

verti

cal.

5. S

harp

edg

es o

f the

pan

el a

re to

be

roun

ded

offb

efor

e ga

lvan

isin

g.6.

Tol

eran

ces

on o

vera

ll di

men

sion

s of

the

finis

hed

pane

l to

be 2

5mm

and

bar

s to

be

plac

ed w

ithin

2mm

of t

heir

true

loca

tion.

priv

ate

road

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FE00

08

Typical wire fence detail A A

200m

m d

ia. C

oncr

ete

38m

m d

ia. G

alv.

Pip

e wi

thSt

anda

rd s

top

end

cap.

775240

25 1220 75

600

2408

200

1204

1204

VARIES

Fina

l inf

ill p

anel

det

ail t

o be

app

rove

dby

the

rele

vant

at e

ngin

eer.

63

63

1220

6mm

dia

. Wire

sho

rizon

tal

7.5m

m d

ia. W

ires

verti

cal.

Alte

rnat

e Fi

xing

Post

bol

ted

to c

oncr

ete

work

, wal

l, ni

b, e

tc.

190x

190x

10m

m p

late

wel

ded

to b

ase

of g

alva

nise

d pi

pe.

Fixe

d by

4 x

M16

dyn

abol

ts.

NOTE

S

1. S

teel

to b

e hi

gh te

nsile

with

ulti

mat

eSt

reng

th o

f 600

-800

n/m

m .

2. T

he ro

ds a

re to

be

elec

trica

lly w

elde

d to

Com

ply

with

nzs

342

2.

3. T

oler

ance

s on

ove

rall

dim

ensi

ons

of th

eFi

nish

ed p

anel

to b

e 2

5mm

and

bar

s to

be

Plac

ed w

ithin

2m

m o

f the

ir tru

e lo

catio

n.

4. F

olde

d pa

nels

to b

e ga

lvan

ised

toSp

ecifi

catio

n ce

s 30

6:19

92.

5. S

harp

edg

es o

f the

pan

el a

re to

be

roun

ded

Off b

efor

e ga

lvan

isin

g.

A-A

ELEV

ATIO

NFE

NCE

OVER

STE

EP S

ECTI

ONS

priv

ate

road

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FE00

09

Typical wire fence detail B A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

1. Posts to be tanalised to H4 standard.2. Rails to be tanalised to H3 standard.3. All posts and rails above ground are to be treated with

two coats of high build enamel or similar paintingsystem approved by the relevant AT Engineer.

100x75mm dressed 20mm. chamfer

100x75mm dressedrailing

40x3mm. galvanised steel strapover rail joints

All joints primed with 1 coat ofAT approved primer beforeassembly

40x3mm. galvanised steel strapover rail joints

5mm. chamfer 100x75mm dressedcentre rail

100x75x1750mm timberpost at 1800mm centres

Posts to be set in 20 MPa concrete100mm. minimum surround

NOTES:

HANDRAIL TYPE B, END AND SIDE ELEVATION

500

550

750

100

150

300

20mm. rebate

75

1.6x25mm galvanised iron straps secured with 32mmgalvanised steel clouts

1.6x25mm. galvanised steel straps

150x40mm. rail (H3)

150x75mm posts at 2.4m centres.(H4)

Post notched 10mm and fixed with 32mm galvanised steel clouts

HANDRAIL TYPE A

100x100mm rail (H3)

20 MPa Concrete backfill

1100

550

550

750

200

50

100

150

350

100

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FE00

10

Handrail type A & B A

Mowing strip, edge restraint or other surface finishto be specified.

White non toxic uPVC. pipe (25mm. dia.)length 3500 long.

150 dia S.E.D. H4 tanalised piles 8mm. galv. chain

Concrete surface

1000x200 white reflectorised board.

13mm. galv. eyebolt

8mm. galv. chain

13mm. galv. eyebolt and chain connectedby padlock.

100100

100

1000

1000

100 100

100

3600 Access Gate

20 MPa Concrete

ELEVATION

DETAIL

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FE00

11

Access barrier chain A

2500 2500 2500

NOTE:where bollards are used without chain they should be placed@ 1500mm ctrs (and must have no holes in posts)

regular galvanised chain link 30 x 18mm x6mmØ fixed through holes in post

6-8mm reinforcing barcentrally placed with 50mmmin. cover

150mm jolt head nail fixedthrough chain link, finishedflush

450

450

1. Slab finish 10-13mm aggregate, exposed using at approved product toprovide even aggregate finish and waterblasted to remove slurry andproduce even exposed finish.

2. Reinforcing bar 6-8mm, centrally placed, ensure mun. 50mm coverage ofconcrete.

3. Reinstate with topsoil & grassing to be flush with concrete.4. All concrete must be 20Mpa

100

150

150

600

600

75

30 30

A A

dressed/gauged tanalised H4 150x150mm square post@ 2500mm ctrs

30mm chamfer around top

30mmØ hole

25mm chamfer down edges

100mm thick concrete mowing strip.exposed aggregate finish at surface boxup 450mm square or 500mm circularwith d6/d8 reinforcing. (see notes 1 & 2)

20/7 scoria

75

300mmØ hole concrete footing

100 Reinforcement

25

25

35

NOTES

TYPICAL SECTION

SECTION AA

PLAN

ELEVATION

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FE00

12

Wooden bollard & chain fence details A

fe0001fence type a and b fe0000 fe0002fence type c working … · type celevation fence type c...

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