fp0001concrete footpath fp0004footpath construction - paver … · fp0010tactile pavers...

Footpaths drawing indexSED_NO Title

FP0000 Footpaths & pedestrian facilities drawing index

FP0001 Concrete footpath

FP0002 Longitudinal joints and stitching bar details

FP0003 Asphalt footpath

FP0004 Footpath construction - paver type

FP0005 Pedestrians and the Public RealmFP0006 Pram crossing

FP0009 Metal and Hoggin footpath

FP0010 Tactile PaversFP0011 Pedestrian & cyclist access way alternative sections

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils

1DATE: February 14, 2020

Document in Review

FP0000TDM TECHNICAL STANDARDS

FP00

00

Footpaths & pedestrian facilities drawing index A

150mm 20MPa Concrete

1. Kerb profiles can be found in the kerb & Channel drawing set. Refer to Urban and Rural Roadway Engineering Design Code for further details.2. All Services Lids must be raised or lowered to be flush with footpath levels.3. Concrete to have minimum compressive strength of 20MPa at 28th day strength.4. Basecourse (or bedding) layer depth must be increased for weak subgrade (CBR<3).5. Concrete surface finish must comply with NZS 3114.6. If footpath to be trafficked by service vehicles 664 mesh or fibre reinforcement must be used.

100mm min compacted GAP40 GranularBasecourse as per Auckland Transport'sspecifications for supply of aggregate

2% preferred (Min 1%, Max 3%)

Kerb as specified. Refer Note 1

Existing Carriageway

Firm Natural Clay If otherwise (Refer Note 4)

100mm min compacted GAP40 Granular Basecourseas per Auckland Transport's specifications for supply ofaggregate

Firm Natural Clay If otherwise (Refer Note 4)




HEAVY DUTY FOOTPATH

NOTES

FOOTPATH

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils


Document in Review


FP00

01

Concrete footpath A

1. Refer to Auckland Transport Standard Detail Drawing FP001 for footpath details2. All Services Lids must be raised or lowered to be flush with footpath levels.3. Concrete to have minimum compresion of 20MPa at 28th day4. Concrete surface finish much comply with NZS 31145. Expansion / Construction Joint detail to be used when increasing the width of a footpath. Minimum width of new footpath must be two times the length of the dowel.

STITCHING BAR PLAN DETAIL

NOTES

EXPANSION / CONSTRUCTION JOINT CROSS SECTION

10mm2 Part Polyurethane Joint Sealer

10mm Polystyrene Joint Filler600mm long 16mmØ Galvanised Rod in Sleeve(one side only) @ 300 C/C or Dominator Dowel6mmØ @ 450c/c or Equivalent.

150m

m

900mm long 16mmØ Diagonal Stitching Barsat 45° to manhole chamber.

Manhole Chamber

20mm Chamfer

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils


Document in Review


FP00

02

Longitudinal joints and stitching bar details A

25mm Mix 10 (TNZ-M/10 Spec) Black Asphaltic Concrete

1. All Services Lids must be raised/lowered to be flush with Footpath levels.2. Footpath crossfall is to be 2% minimum and 3% maximum..3. Basecourse or Bedding Layer depth must be increased for weak subgrade (CBR<3)


200mm min. GAP40 Granular Basecourse asper Auckland Transport's specifications forsupply of aggregate

Firm Natural Clay (Refer Note 3)

25mm Mix 10 (TNZ-M/10 Spec) Black Asphaltic Concrete


150mm min. GAP40 compactedGranular Basecourse as per AucklandTransport's specifications for supplyof aggregate




HEAVY DUTY FOOTPATH

FOOTPATH

NOTES

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils


Document in Review


FP00

03

Asphalt footpath A

80mm Clay/concrete Pavers

30mm Compacted Bedding Sand

150mm min. Compacted GAP40



Existing carriageway

Block paving as soldier course

NOTE :- Set out new Pavers to align with, andcontinue pattern of existing Pavers and joints

Block paving as soldier course

Typical Kerbing


1. Refer to Auckland Transport Standard Detail Drawings for the following details :-Pram crossings - Plan No. FP009Kerbs and Channels - Section GD000.

2. All Services Lids must be raised or lowered must be flush with footpath levels.3. All work in accordance with NZS 3116:2002 - Concrete Segmental and Flagstone paving and Suppliers Instructions.4. Basecourse Layer depth must be increased for weak subgrade (CBR<3), as directed by the relevant AT Engineer.5. Plant based herbicide weed killer must be applied before placement of aggregate .

TYPICAL CROSS SECTION

TYPICAL PLAN VIEW

NOTES

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils


Document in Review


FP00

04

Footpath construction - paver type A

Varies

75 x 25 joining board (or edgeboard off cut) skewnailed from both sides with 50mm galvanised flatheadnails 100 x 25 min. timber

edgeboards

500mm max spacing

30 x 30 x 225 min. pegsor battons. Nailed fromeach side (min. 2 nailsper peg) with 50mmgalvanised flathead nails

200 200min. min.

Head

of p

eg to

finis

h 25

mm

bel

owgr

ound

Driven 30x30 min. H4 stakes min. 225mmlong at 500mm ctrs minimum

Footpath constructionvaries

25x100 min. H4 rough sawn timberedging board

50mmGalvanisednails

30 x 30 x 225 min. pegs

2 x 50mm Galvanised flathead nails

200

max

200max

100 x 25 min. timber edgeboards

Vehicle crossing /footpath

Grass Berm

1. All timber must be H4 treated.2. The timber thicknesses and depths shown are minimum only and where site conditions require the dimensions are to be increased to suit or as directed by the relevant ATEngineer.

TYPICAL JOINING BOARD DETAIL

TYPICAL FOOTPATH CROSS SECTION

TYPICAL CORNER DETAILNOTES:

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils


Document in Review


FP00

05

Pedestrians and the Public Realm A

SECT

ION

A-A

1 : 1

2

Warn

ing TG

SIs

Kerb

Fac

eCr

ossin

g Lin

e

No Li

p - m

aintai

n co

mm

on su

rface

No P

ond

- avo

id lo

w po

ints

Road

Pav

emen

t3%

max

imum

pre

ferre

d

Stan

dard

Ker

b &

Chan

nel

Edge

of F

ootp

ath

TGSI

s - R

efer N

ote 4

Foot

path

Cont

rastin

g su

rface

finis

h W

arning

TGSI

s.Fo

otpa

th p

aved

to ke

rb

Dire

ction

of

Trav

el

1500

mm

min

.

Minimum300mm±10mm

600mm(min) deep

1500

mm

min

imum

600m

m

600m

m

Boun

dary

Foot

path

Stan

dard

Ker

b &

Cha

nnel

Gras

s Ber

m

AA

1.5m

Min

0.6m

0.6m

0.6m

1.5m Min

0.6m0.6m0.6m

Boun

dary

Foot

path

Stan

dard

Ker

b &

Cha

nnel

Gras

s Ber

m

AA

1.5m

Min

1.5m Min

PLAN

(OPT

ION

2)

Boun

dary

Foot

path

Stan

dard

Ker

b &

Cha

nnel

AA

1.5m

Min

1.0m

1.0m

1.5m Min

PLAN

(OPT

ION

3)

1.0m1.0m

Refer

not

e 9

Refer

not

e 9

Refer

not

e 9

1.0m Min Flare

grad

e and

ram

p m

axim

um 1

:8 if

cons

traine

d

Foot

path

pav

ed to

kerb

1:10

min

1:20

pre

ferre

d

Flare

grad

e 1:6

mini

mum

outsi

de th

roug

h ro

ute f

ootp

ath

1.Ed

ge o

f cro

ssing

to b

e fini

shed

flus

h wi

th ex

isting

chan

nel.

(No

Lip, m

aintai

n co

mm

on su

rface

).2.

Tacti

le Gr

ound

Sur

face I

ndica

tor (

TGSI

) mus

t be i

nstal

led in

a ac

cord

ance

with

:- N

ZTA

RTS

14 G

uideli

nes f

or fa

ciliti

es fo

r blin

d an

d vis

ion-

impa

ired

pede

strian

s.- A

S/NZ

S 14

28.4

:200

9 De

sign

for a

cces

s and

mob

ility.

3.30

0x30

0mm

seale

d ye

llow

conc

rete

warn

ing TG

SI ti

les ar

e to

have

a 10

0mm

thick

conc

rete

slab

unde

r the

m an

d be

but

t joi

nted

.4.

The c

ross

ing p

oint

shou

ld b

e orie

nted

such

that

the l

eadi

ng ed

ge o

f the

cros

sing

is pe

rpen

dicu

lar to

the d

irecti

on o

f trav

el.5.

Dire

ction

al TG

SIs s

houl

d be

pro

vided

as ap

prop

riate

for t

he fo

otpa

th co

nfig

urati

on (n

ot sh

own

on th

is dr

awing

)6.

Blue

stone

kerb

blo

cks (

wher

e nee

ded)

mus

t not

exten

d ac

ross

a pr

am cr

ossin

g.7.

Unles

s oth

erwi

se ap

prov

ed b

y the

relev

ent A

T eng

ineer

, pr

am cr

ossin

g m

ust b

e con

struc

ted in

acco

rdan

ce w

ith th

e req

uirem

ents

for a

conc

rete

foot

path

.8.

The p

ram cr

ossin

g ram

p an

d fla

res s

houl

d be

cons

tructe

d in

cont

rastin

g co

lour

and

/ or t

extu

re to

the a

djac

ent f

ootp

ath.

9.Th

e len

gth

of ke

rb u

pstan

d be

twee

n ke

rb ra

mps

shall

be g

reate

r tha

n 1.

0m. A

corn

er w

ith n

o ke

rb u

pstan

d is

perm

itted

onl

y whe

re B

arnes

Dan

cepe

destr

ian cr

ossin

g is

prov

ided

.10

.Pr

am cr

ossin

g m

ust b

e con

struc

ted in

acco

rdan

ce w

ith re

quire

men

ts fo

r con

crete

foot

path

.

SURF

ACE

FINIS

H TO

KER

B RA

MPS

PLAN

(OPT

ION

1)

NOTE

S

Flare

grad

e·

1:12

pre

ferre

d·

1:8

max

imum

·1:

6 m

inim

um o

utsid

e clea

r thr

ough

rout

e

(ne

xt to

ber

m o

r stre

et fu

rnitu

re)

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils


Document in Review


FP00

06

Pram crossing A

35 to 50mm of self-binding gravel.

150mm of GAP 65 compacted granular basecourseThe basecourse layer depth must be increased for forweak subgrade (CBR <3)

Varies

50mm of PAP6 compacted garnular basecourse

150mm of GAP 40 compacted granular basecourseThe basecourse layer depth must be increased for forweak subgrade (CBR <3)

Varies

METAL FOOTPATH

HOGGIN FOOTPATH

NOTES1. Weeds are able to grow easily through a hoggin surface, so the subgrade needs to be adequatly prepared. Weed control should be acheived through weed spraying of the

basecourse before construction and the use of weed mats or other membranes below the basecourse.2. Weed control to be achieved using plant based herbicides.3. Hoggin is susceptible to surface water scour. Do not use where gradient exceeds 8%, or where surface water cannot be shed from the surface to adjoining berm4. Basecourse or Bedding Layer depth must be increased for weak subgrade (CBR<3)

NOTES1. Weeds are able to grow easily through a metal surface, so the subgrade needs to be adequatly prepared. Weed control should be acheived through weed spraying of the

basecourse before construction and the use of weed mats or other membranes below the basecourse.2. Weed control to be achieved using plant based herbicides.3. Basecourse or Bedding Layer depth must be increased for weak subgrade (CBR<3)

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils


Document in Review


FP00

09

Metal and Hoggin footpath A

0.0500m

Ø0.0250m

Ø0.0350m

0.0070m

R0.0245m

0.0150m

0.0500m

Ø0.0

250m

Ø0.0

350m

0.0070m

R0.02

45m

0.0150m

0.0500m

Ø0.0250m

Ø0.0350m

0.0070m

R0.0245m

0.0150m

0.0500m

Ø0.0

250m

Ø0.0

350m

0.0070m

R0.02

45m

0.0150m

PLAN VIEW

Refer to detail A

DETAIL A

Refer to detail B

Refer to detail C Refer to detail D

DETAIL B

DETAIL C DETAIL D

0.3m 0.3m 0.3m 0.3m

1.2m

0.3m

0.3m

0.6m

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils


Document in Review


FP00

10

Tactile Pavers A

4000min (Preferred 8000)

3000


3000


3000

max

. pon

ded

wate

rde

pth

150m

m

Permeable surface

Approved AT Fencetype - see notes

2%

2%

100mm thick 20mpa concrete

Kerb or dish to interceptstormwater

2%

Conc. Mowing strip (referstandard plan no. Rr001)






Kerb or dish Tointercept Stormwater

1:3



SCALE 1 : 50

SCALE 1 : 50

SCALE 1 : 50

SECTION - ACCESS WAY WITHSWALE/RAINGARDEN

SECTION - CENTRAL 3.0m SHARED PATH

SECTION - 3.0m PATH TO SIDE

NOTES1. Fences shall be open boarded 1.2m in height as per the Fence standard details unless agreed by departure from standard.

SED No.

Date:

Wor

king

Dra

ft - F

or R

evie

w

VersionReview

Transport D

esig

n M

anual |

Sta

nd

ard

Eng

ineering

Deta

ils


Document in Review


FP00

11

Pedestrian & cyclist access way alternative sections A

fp0001concrete footpath fp0004footpath construction - paver … · fp0010tactile pavers...

Documents