See detail a and gutter depressed curb section b b section a a variable thickness ramp 150 6 top of sidewalk roadway curb and flush with top of 2 50 r ramp side curb detail a a 1 50 max.
Depressed curb and gutter detail.
Pw 2 01 standard depressed curb and gutter.
6 inch extruded concrete curb detail 2 has cad.
Vehicle entrance in combined curb and sidewalk.
Existing curb gutter.
If removing or replacing existing curb the disturbed length must be indicated.
Pw 2 02 valley gutter and intersection detail.
Pw 1 20 curb return radii.
6 18 curb and gutter.
Ontario provincial standards drawings vol 3 4 division 600 curbs and gutters opsd 0600 1100 concrete barrier curb opsd 0600 1100 name.
Tactile walking surface indicator and depressed curb detail.
Pavement cut and replacement.
1 5 0 m a x.
Pw 4 02 sidewalk ramps type c.
Granite curb at.
Curb ramps for sidewalk.
Sidewalk with integral curb.
340 729 and cos sec.
Depressed curb corner radius has cad.
Vehicular crossing of sidewalk with unit paver installation.
B b depressed corner 8 2 44 m min.
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Pw 4 01 type b sidewalk ramp.
Residential sidewalk closed section.
Pw 2 00 standard curb and gutter.
Combination concrete curb and gutter type c.
Notes type b ribbon curb notes vertical curb gutter with depressed lip type a 2.
Pw 4 00 type a sidewalk ramp.
Mountable concrete curb and gutter type f.
Concrete curb and gutter w concrete pavers has cad.
Combination concrete curb and gutter type a.
Concrete curb type b.
Temporary manhole and curb ramping.
Sidewalk width for sidewalks depressed corner required.
Contraction joint spacing shall be 10 maximum or as directed by the inspector.
Barricade end of sidewalk path.
Tactile walking surface indicator and curb ramp detail.
Concrete curb and gutter and combination concrete curb type b general notes to the disabled to curb ramp accessible depressed curb adjacent depressed curb typical with hma surfacing adjacent to pcc base course m 2 06 m 5 15 and m 2 12 m 5 30 expansion joint detail barrier curb mountable curb adjacent to pcc pavement or pcc.
Entrance by sawing.
2 6 smooth epoxy coated bar 18 inches in le ൎgth must be used at all joints between new and old curb.
Contraction joint spacing shall be 10 maximum.