Vehicle Crossing Infrastructure Index SED_NO Title VX0000 Vehicle Crossing Index VX0101 Residential Vehicle Crossing (Sheet 1 of 4) VX0102 Residential Vehicle Crossing (Sheet 2 of 4) VX0103 Residential Vehicle Crossing (Sheet 3 of 4) VX0104 Residential Vehicle Crossing (Sheet 4 of 4) VX0105 Typical driveway crossing through a swale VX0201 Commercial Vehicle Crossing (Sheet 1 of 4) VX0202 Commercial Vehicle Crossing (Sheet 2 of 4) VX0203 Commercial Vehicle Crossing (Sheet 3 of 4) VX0204 Commercial Vehicle Crossing (Sheet 4 of 4) VX0205 Typical commercial driveway crossing through a swale VX0301 Rural Vehicle Crossing VX0302 Rural Vehicle Crossing (Zone Speed=50km/hr) VX0303 Rural Vehicle Crossing (Zone Speed > 60km/hr) SED No. Date: Version Transport Design Manual | Standard Engineering Details VX0000 TDM TECHNICAL STANDARDS VX0000 Vehicle Crossing Index A 20/05/2021 N APPROVED C H I E F E G I N E E R
Transcript
Vehicle Crossing InfrastructureIndex
SED_NO TitleVX0000 Vehicle Crossing Index
VX0101 Residential Vehicle Crossing (Sheet 1 of 4)
VX0102 Residential Vehicle Crossing (Sheet 2 of 4)
VX0103 Residential Vehicle Crossing (Sheet 3 of 4)
VX0104 Residential Vehicle Crossing (Sheet 4 of 4)
VX0105 Typical driveway crossing through a swale
VX0201 Commercial Vehicle Crossing (Sheet 1 of 4)
VX0202 Commercial Vehicle Crossing (Sheet 2 of 4)
VX0203 Commercial Vehicle Crossing (Sheet 3 of 4)
VX0204 Commercial Vehicle Crossing (Sheet 4 of 4)
VX0205 Typical commercial driveway crossing through a swale
Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland
Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and
may contain upto 4% oxide.4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. Any existing infrastructure within the crossing may require specific design approval for relocation.6. Construct in same material and finish as surrounding footpath.
7. Rear Width to be as permitted under Auckland unitary Plan;2750-3000 - Single vehicle crossing5500-6000 - Two-Way Shared Access3000-3500 - One-Way Shared Access
VEHICLE CROSSINGFOOTPATH NEXT TO KERB
N.T.S
ROAD PAVEMENT ≤3%
PROP
ERTY
BOUN
DARY
SECTION A-AN.T.S
CHANNEL
PERSPECTIVE VIEWN.T.S
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VX0102TDM TECHNICAL STANDARDS
VX01
02
Residential Vehicle Crossing (Sheet 2 of 4) B
20/05/2021
N
APPROVEDC
H I E F
E
G I N E ER
NEW CHANNEL
20mm CHAMFER
TRANSITION
TO BE ABOVE KEB LEVEL
SAW CUT
SUBGRADE TO HAVE MINIMUM CBR OF 3(SEE NOTE 2)
100mm MIN COMPACTED GAP 40
THE STANDARD RESIDENTIAL VEHICLE CROSSING IS UNREINFORCED,HOWEVER MESH REF 665 PLACED CENTRALLY IS REQUIRED WHENJOINING TO MORE THAN 4 DWELLINGS
Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland
Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and
may contain upto 4% oxide.4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. Any existing infrastructure within the crossing may require specific design approval for relocation.6. Construct in same material and finish as surrounding footpath.
7. Rear Width to be as permitted under Auckland unitary Plan;2750-3000 - Single vehicle crossing5500-6000 - Two-Way Shared Access3000-3500 - One-Way Shared Access
PERSPECTIVE VIEWN.T.S
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VX0103TDM TECHNICAL STANDARDS
VX01
03
Residential Vehicle Crossing (Sheet 3 of 4) B
20/05/2021
N
APPROVEDC
H I E F
E
G I N E ER
20mm CHAMFER
SUBGRADE TO HAVE MINIMUM CBR OF 3(SEE NOTE 2)
100mm MIN COMPACTED GAP 40
THE STANDARD RESIDENTIAL VEHICLE CROSSING IS UNREINFORCED,HOWEVER MESH REF 665 PLACED CENTRALLY IS REQUIRED WHENJOINING TO MORE THAN 4 DWELLINGS
NEW CHANNEL
TRANSITIONTO BE ABOVE KERB LEVEL SAW CUT
150
300
20
210
100
40
C
C
Berm
1000
mm
(900
min
)th
roug
h ro
ute
@ 2
- 3%
REAR WIDTHSEE NOTE 7
REAR WIDTH + 1400
90015
00
900 900
1800
CHANNEL
11001100
300
338
VARI
ES
BOUNDARY
SAWCUT
600
VEHICLE CROSSING RAMP1000 MIN
(REFER TO KC0006 FOR REINSTATEMENT)VEHICLE CROSSING RAMP
900
REAR BERMVEHICLE CROSSING @2-3%
WIDTH VARIES
VEHICLE CROSSING RAMP @2-3%1000 (900 Min)
150
FOOTPATH CROSSFALL @2-3%WIDTH LESS THAN 1800
600
VEHICLE CROSSINGWITH FOOTPATH <1.8m
N.T.S
PROP
ERTY
BOUN
DARY
SECTION C-CN.T.S
CHANNEL
ROAD PAVEMENT ≤3%
Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland
Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and
may contain upto 4% oxide.4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. Any existing infrastructure within the crossing may require specific design approval for relocation..6. Construct in same material and finish as surrounding footpath.
7. Rear Width to be as permitted under Auckland unitary Plan;2750-3000 - Single vehicle crossing5500-6000 - Two-Way Shared Access3000-3500 - One-Way Shared Access
PERSPECTIVE VIEWN.T.S
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VX0104TDM TECHNICAL STANDARDS
VX01
04
Residential Vehicle Crossing (Sheet 4 of 4) B
20/05/2021
N
APPROVEDC
H I E F
E
G I N E ER
20mm CHAMFER
SUBGRADE TO HAVE MINIMUM CBR OF 3(SEE NOTE 2)
100mm MIN COMPACTED GAP 40
THE STANDARD RESIDENTIAL VEHICLE CROSSING IS UNREINFORCED,HOWEVER MESH REF 665 PLACED CENTRALLY IS REQUIRED WHENJOINING TO MORE THAN 4 DWELLINGS
TRANSITION
TO BE ABOVE KEB LEVEL
SAW CUT
B B
Gras
s be
rm
Foot
path
Swal
e in
vert
AA
Con
cret
e ch
anne
l and
gra
te (m
inim
um w
idth
150
mm
)Co
ncre
teed
ge s
trip
SECT
ION
B-B
SECT
ION
A-A
D D
Gras
s be
rm
Foot
path
Swal
e in
vert
CC
Conc
rete
edge
stri
p
SECT
ION
D-D
SECT
ION
C-C
Swal
eSw
ale
Conc
rete
chan
nel
and
grat
ing
Chan
nel i
nver
t
Edge
pro
tect
ion
beam
Edge
pro
tect
ion
beam
Drai
nage
pip
e
Swal
ein
vert
Con
cret
e ch
anne
l a
nd g
rate
(min
imum
wid
th 1
50m
m)
Drai
nage
pip
eCo
ncre
teed
ge b
eam
Road
carri
agew
ay
Boun
dary
Boun
dary
Grad
eGr
ade
Conc
rete
edge
bea
mCo
ncre
teed
ge b
eam
1500
500
1500
500
PLAN
PLAN
DRIV
EWAY
CRO
SSIN
G US
ING
DRAI
NAGE
PIP
EDR
IVEW
AY C
ROSS
ING
USIN
G GR
ATED
CHA
NNEL
Note: this drawing is for indicative purpose only and use only as a guide. Site specific designs will be required.
Driv
eway
Driv
eway
Road
carri
agew
ay
Edge
pro
tect
ion
beam
Conc
rete
edge
bea
mRo
adca
rriag
ewayRo
adca
rriag
eway
Swal
e in
vert
Exte
nt o
f edg
epr
otec
tion
beam
Exte
nt o
f edg
epr
otec
tion
beam
Swal
e in
vert
Edge
pro
tect
ion
beam
Edge
pro
tect
ion
beam
Edge
prot
ectio
nbe
amSw
ale
inve
rt
Chec
kda
m
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VX0105TDM TECHNICAL STANDARDS
VX01
05
Typical driveway crossing through a swale A
20/05/2021
N
APPROVEDC
H I E F
E
G I N E ER
VEHICLE CROSSING FOOTPATH NEXT TO KERB
VEHICLE CROSSING WITH FOOTPATH <1.8m
VEHICLE CROSSING FOOTPATH SEPARATED FROM KERB
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VX0201TDM TECHNICAL STANDARDS
VX02
01
Commercial Vehicle Crossing (Sheet 1 of 4) A
20/05/2021
N
APPROVEDC
H I E F
E
G I N E ER
150
300
20
210
100
40
A
A
Berm
1000
(900
min
)th
roug
h ro
ute
@ 2
- 3%
REAR WIDTHSEE NOTE 8
REAR WIDTH + 1400
900 FO
OTPA
TH18
00 m
in
900 900
CHANNEL
VARI
ES10
00 m
in
BOUNDARY
SAWCUT
VEHICLE CROSSING RAMP900 @ 15% max
REAR BERMVEHICLE CROSSING @2-3%
WIDTH VARIES
VEHICLE CROSSING RAMP @2-3%1000 (900 Min)
200
FOOTPATH CROSSFALL @2-3%WIDTH VARIES (1800 Min)
600
REINSTATE ROAD PAVEMENT1000 MIN
(REFER TO GD014 FOR REINSTATEMENT)
VEHICLE CROSSINGFOOTPATH NEXT TO KERB
N.T.S
ROAD PAVEMENT ≤ 3%
PROP
ERTY
BOUN
DARY
SECTION A-AN.T.S
PERSPECTIVE VIEWN.T.S
CHANNEL
Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland
Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and may
contain upto 4% oxide.4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. Any existing infrastructure within the crossing may require specific design approval for relocation.6. Construct in same material and finish as surrounding footpath.7. Width of vehicle crossing to be designed by using tracking curves for intended large heavy vehicles.
8. Rear Width as permitted under Auckland Unitary Plan;COMMERCIAL USE;
3700-4000 - Single vehicle crossing6000-7000 - Double vehicle crossing
Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland
Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and may
contain upto 4% oxide.4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. Any existing infrastructure within the crossing may require specific design approval for relocation.6. Construct in same material and finish as surrounding footpath.7. Width of vehicle crossing to be designed by using tracking curves for intended large heavy vehicles.
8. Rear Width as permitted under Auckland Unitary Plan;COMMERCIAL USE;
3700-4000 - Single vehicle crossing6000-7000 - Double vehicle crossing
(REFER TO GD014 FOR REINSTATEMENT)VEHICLE CROSSING RAMP
900
REAR BERMVEHICLE CROSSING @2-3%
WIDTH VARIES
VEHICLE CROSSING RAMP @2-3%1000 (900 Min)
200
FOOTPATH CROSSFALL @2-3%WIDTH LESS THAN 1800
600
VEHICLE CROSSINGWITH FOOTPATH <1.8m
N.T.S
ROAD PAVEMENT ≤ 3%
PROP
ERTY
BOUN
DARY
SECTION C-CN.T.S
CHANNEL
Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland
Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and may
contain upto 4% oxide.4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. Any existing infrastructure within the crossing may require specific design approval for relocation.6. Construct in same material and finish as surrounding footpath.7. Width of vehicle crossing to be designed by using tracking curves for intended large heavy vehicles.
8. Rear Width as permitted under Auckland Unitary Plan;COMMERCIAL USE;
3700-4000 - Single vehicle crossing6000-7000 - Double vehicle crossing
Note: this drawing is for indicative purpose only and use only as a guide. Site specific designs will be required.
Driv
eway
Driv
eway
Road
carri
agew
ay
Edge
pro
tect
ion
beam
Conc
rete
edge
bea
mRo
adca
rriag
ewayRo
adca
rriag
eway
Swal
e in
vert
Exte
nt o
f edg
epr
otec
tion
beam
Exte
nt o
f edg
epr
otec
tion
beam
Swal
e in
vert
Edge
pro
tect
ion
beam
Edge
pro
tect
ion
beam
Edge
prot
ectio
nbe
amSw
ale
inve
rt
Chec
kda
m
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VX0205TDM TECHNICAL STANDARDS
VX02
05
Typical commercial driveway crossing through a swale A
20/05/2021
N
APPROVEDC
H I E F
E
G I N E ER
RURAL VEHICLE CROSSING (ZONE SPEED=50km/hr)
RURAL VEHICLE CROSSING (ZONE SPEED > 60km/hr)
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VX0301TDM TECHNICAL STANDARDS
VX03
01
Rural Vehicle Crossing A
20/05/2021
N
APPROVEDC
H I E F
E
G I N E ER
4000
3000
1528
VARI
ES(4
500
TYPI
CAL)
3000
A
1000
A
6500
MIN
1528
TABL
E DR
AIN
R6000
1000MIN
6500MIN
VARIES (4500 TYPICAL)
NOTES:
1. All dimensions are in millimeters unless noted otherwise2. The radius of 6.0m may increase to a maximum width of 9.0m if needed to accommodate
the tracking path of a large heavy vehicle.3. The 6.5m minimum gate distance may increase as needed for length of large vehicles
frequently using access.4. Drainage culvert ≥ 300mm diameter is required in most cases.5. Pavement design to be approved by AT for use other than single residential life style lot.6. Table drain may need to be deepened and diverted away from road to install culvert7. Whole driveway in the private property to be soild, either concrete or hotmix, to avoid
tracking of materials, detritus, metal etc on to the public road.8. Larger Slabs to have expansion cuts 4m center to center
PROPERTY ACCESS
PROPERTY BOUNDARY
EDGE OF ROADWAY
EDGE OF ROADWAY
ROADWAY
3% SLOPE
VEHICLE CROSSING PLANN.T.S
3D VIEWN.T.S
3% SLOPEROADWAYROADWAY
SECTION A-AN.T.S
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VX0302TDM TECHNICAL STANDARDS
VX03
02
Rural Vehicle Crossing (Zone Speed=50km/hr) A
20/05/2021
N
APPROVEDC
H I E F
E
G I N E ER
EXPANSION CUTS TO BE 4m CENTER TO CENTERFOR LARGER SLABS
SLOPE 1V:3H MAX CONCRETE BOUND RIPRAP
DRAINAGE CULVERT
GATE ENTRANCE
FENCE/PROPERTY BOUNDARY
VEHICLE CROSSING AREA TO BEHOT MIX OR CONCRETE
SLOPE 1V:3H MAX
CONCRETE BOUND RIPRAP
SHOULDER AREA TO BEHOT MIX
DRAINAGE CULVERT
GATE TO BE RECESSED BACK FROM EDGE OF ROADWAYAT LEAST 6500 mm AND SUFFICIENT DISTANCE TO ALLOWANY VEHICLE USING DRIVEWAY TO STOP CLEAR OFTRAFFIC LANES WHILE THE GATE IS OPENED.
7000
3500
7000
VARI
ES(4
500
TYPI
CAL)
3500
A
1000
A
1300
0 M
IN
1528
TABL
E DR
AIN
R7000
4000
R6000
1000MIN
13000MIN
VARIES (4500 TYPICAL)
NOTES:
1. All dimensions are in millimeters unless notedotherwise
2. The radius of 7.0m minimum is needed for a vanwith 20km/hr speed on entering the access.
3. For larger vehicles, the proposed turning speedand tracking need to be supplied. And sealedsurface extended to match path.
4. The 13.0m minimum distance to the gate allowsfor a van turning at 20km/hr to stop. The distancemay need to be increased for use by largervehicles.
5. Drainage culvert ≥ 300mm diameter is requiredin most cases.
6. Pavement design to be approved by AT for useother than single residential life style lot.
7. Table drain may need to be deepened anddiverted away from the road to install culvert
8. Whole driveway in the private property to be soild,either concrete or hotmix, to avoid tracking ofmaterials, detritus, metal etc on to the public road.
9. Larger Slabs to have expansion cuts 4m center tocenter
PROPERTY ACCESS
PROPERTY BOUNDARY
EDGE OF ROADWAY
EDGE OF ROADWAY
ROADWAY
3% SLOPE
VEHICLE CROSSING PLANN.T.S
3D VIEWN.T.S
3% SLOPEROADWAYROADWAY
SECTION A-AN.T.S
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VX0303TDM TECHNICAL STANDARDS
VX03
03
Rural Vehicle Crossing (Zone Speed > 60km/hr) A
20/05/2021
N
APPROVEDC
H I E F
E
G I N E ER
EXPANSION CUTS TO BE 4m CENTER TO CENTERFOR LARGER SLABS
SLOPE 1V:3H MAX
CONCRETE BOUND RIPRAP
DRAINAGE CULVERT
GATE ENTRANCE
FENCE/PROPERTY BOUNDARY
VEHICLE CROSSING AREA TO BEHOT MIX OR CONCRETE
SLOPE 1V:3H MAX
CONCRETE BOUND RIPRAP
SHOULDER AREA TO BE HOTMIX
DRAINAGE CULVERT
GATE TO BE RECESSED BACK FROM EDGE OFROADWAY AT LEAST 13000 mm AND SUFFICIENTDISTANCE TO ALLOW ANY VEHICLE USINGDRIVEWAY TO STOP CLEAR OF TRAFFIC LANESWHILE THE GATE IS CLOSED.
