FP0001Concrete footpath FP0004Footpath construction - paver … · FP0010Tactile Pavers...
Transcript of FP0001Concrete footpath FP0004Footpath construction - paver … · FP0010Tactile Pavers...
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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
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FP0000TDM TECHNICAL STANDARDS
FP00
00
Footpaths & pedestrian facilities drawing index A
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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)
Kerb as specified. Refer Note 1
Existing Carriageway
2% preferred (Min 1%, Max 3%)
HEAVY DUTY FOOTPATH
NOTES
FOOTPATH
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FP0001TDM TECHNICAL STANDARDS
FP00
01
Concrete footpath A
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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
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FP0002TDM TECHNICAL STANDARDS
FP00
02
Longitudinal joints and stitching bar details A
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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)
Existing Carriageway
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
Existing Carriageway
150mm min. GAP40 compactedGranular Basecourse as per AucklandTransport's specifications for supplyof aggregate
Firm Natural Clay (Refer Note 3)
2% preferred (Min 1%, Max 3%)
2% preferred (Min 1%, Max 3%)
HEAVY DUTY FOOTPATH
FOOTPATH
NOTES
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FP0003TDM TECHNICAL STANDARDS
FP00
03
Asphalt footpath A
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80mm Clay/concrete Pavers
30mm Compacted Bedding Sand
150mm min. Compacted GAP40
Firm Natural Clay (Refer Note 4)
Kerb as specified. Refer Note 1
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
Existing Carriageway
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
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FP0004TDM TECHNICAL STANDARDS
FP00
04
Footpath construction - paver type A
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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:
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FP0005TDM TECHNICAL STANDARDS
FP00
05
Pedestrians and the Public Realm A
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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)
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FP0006TDM TECHNICAL STANDARDS
FP00
06
Pram crossing A
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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)
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FP0009TDM TECHNICAL STANDARDS
FP00
09
Metal and Hoggin footpath A
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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
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FP0010TDM TECHNICAL STANDARDS
FP00
10
Tactile Pavers A
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4000min (Preferred 8000)
3000
4000min (Preferred 8000)
3000
4000min (Preferred 8000)
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)
100mm thick 20mpa concrete
100mm thick 20mpa concrete
Conc. Mowing strip (referstandard plan no. Rr001)
Conc. Mowing strip (referstandard plan no. Rr001)
Conc. Mowing strip (referstandard plan no. Rr001)
Kerb or dish Tointercept Stormwater
1:3
Approved AT Fencetype - see notes
Approved AT Fencetype - see notes
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.
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FP0011TDM TECHNICAL STANDARDS
FP00
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Pedestrian & cyclist access way alternative sections A