Crossing Width
3000 min./5500 max. - Residential
5000 min./7500 max. - Commercial/Industrial
Crossing Width
3000 min./5500 max. - Residential
5000 min./7500 max. - Commercial/Industrial
Berm
Berm
500
500
500
500
Face of
Kerb
Footpath
500
500
Cutdown
Length
500
Cutdown
Length
1500
Footpath
600
Var
i
es
Berm
See Note 3
500
Cutdown & splay extension
for Residential crossings.
See Note 2
10 -20
20 -30
Depth of concrete/asphalt/
Bullnose
interlocking block, base,
reinforcement requirements
and subgrade CBR - Refer TS 310
1750 Normal
Detail A
CUTDOWN KERB
DETAIL A
SECTION THROUGH VEHICLE CROSSING
Length of Depressed Kerb
Top of
Kerb
Transition
500
Cutdown Length
Transition
500
Invert of Channel
PROFILE OF DEPRESSED KERB
1500 To end of
reinforcement beam
NOTES:
1.
When commercial and industrial crossings are constructed, the reinforcement beam is to extend
1500 either side of cutdown.
2.
Cutdown and splay extension to be constructed where the carriageway width is less than 9000
and the crossing width is less than 4000.
3.
This area is to be formed and surfaced to the Commercial/Industrial standard for all
Commercial/Industrial vehicle crossings. This may be extended to where footpath commences.
4.
The footpath within the crossing area shall be surfaced with the same material as the
footpath either side.
DEVELOPMENT MANUAL
HAMILTON CITY COUNCIL
WORKS & SERVICES GROUP
TRANSPORTATION UNIT
Path: g:\hccmap\standards\technical spec\roading\dwgs.dgn
VEHICLE CROSSING
SET OUT
TS 306
Transportation
Manager
Approved:
Version:
August 2009