NOTES:
1. All dimensions are in millimeters unless noted
otherwise
2. The radius of 7.0m minimum is needed for a van
with 20km/hr speed on entering the access.
3. For larger vehicles, the proposed turning speed
and tracking need to be supplied. And sealed
surface extended to match path.
4. The 13.0m minimum distance to the gate allows
for a van turning at 20km/hr to stop. The distance
may need to be increased for use by larger
vehicles.
5. Drainage culvert ≥ 300mm diameter is required
in most cases.
6. Pavement design to be approved by AT for use
other than single residential life style lot.
7. Table drain may need to be deepened and
diverted away from the road to install culvert
PROPERTY ACCESS
PROPERTY BOUNDARY
EDGE OF ROADWAY
EDGE OF ROADWAY
ROADWAY
3% SLOPE
Drawing No.
Date:
Scales
ORIGINAL SIZE
A4
DO NOT SCALE
Project:Drawn
Checked
Approved
Authorised
GD020B-1B
-
N.T.S.
Richard Batty
Ulysses Gabriel
Chris Beasley
Road layout and geometric design
TDM TECHNICAL STANDARDS
GD020B-1B
Rural Vehicle Crossing (Zone Speed > 60km/hr)
VEHICLE CROSSING PLAN
N.T.S
3D VIEW
N.T.S
3% SLOPE
ROADWAYROADWAY
SECTION A-A
N.T.S
Chief Engineer
SLOPE 1V:3H MAX
CONCRETE BOUND RIPRAP
DRAINAGE CULVERT
GATE ENTRANCE
FENCE/PROPERTY BOUNDARY
VEHICLE CROSSING AREA TO BE
HOT MIX, CHIP SEAL OR CONCRETE
SLOPE 1V:3H MAX
CONCRETE BOUND RIPRAP
SHOULDER AREA TO BE
HOT MIX OR CHIP SEAL
DRAINAGE CULVERT
GATE TO BE RECESSED BACK FROM EDGE OF
ROADWAY AT LEAST 13000 mm AND SUFFICIENT
DISTANCE TO ALLOW ANY VEHICLE USING
DRIVEWAY TO STOP CLEAR OF TRAFFIC LANES
WHILE THE GATE IS CLOSED.
