E. CLEARANCE FROM CURB RETURNS

(See dimension B on attached Figure 1)

Drop curbs (including ramps) shal! be a+ least one meter
clear of curb returns or future curb returns;

In the case of Jog eliminations and other special curb
layouts the Engineer shall decide what point is to be
taken as the end of the return.

CLEARANCE FROM INTERSECTION

(See dimension C on attached Figure 1)

Properties adjacent +o an intersection or across from aT
intersection shall have the crossing located as far fram
the intersection as jig Physically possibie;

Notwithstanding (1) above, drop curbs must be one meter
clear of intersections measured from a tine
Perpendicular to the properry line at the property corner;

CLEARANCE AT T INTERSECTIONS

(See dimension D on attached Figure 1)

At a T intersection crossings opposite the T shall be

located at least one meter clear of crosswalks;
Crosswalks, if not marked, shall be taken at right angles
to the roadway and 2.5 meters wide.

CLEARANCE BETWEEN CROSSINGS

3.

(See dimension E on attached Figure 1)

Where there is more than one crossing serving one property
from the street there must be at least 2.5 meters between
crossings, measured ona line Parallel to the curb within
the ultimate sidewalk;

Crossings in areas with parking meters shall have a
clearance of approximately 7.5 meters between the
crossings.

Single famity residential Properties will not normally be
allowed more than one crossing on a street,

CLEARANCE FROM LOT BOUNDARIES

(See F on attached Figure 1)

No clearance Is required between crossings serving
adjoining properties;
Crossings serving one property shall not normally extend
in front of adjoining properties; .
The frontage of a lot is taken as bounded by lines
perpendicular to the property line,

2011

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