Schedule 1 - Supplementary Standard Detail Drawings

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

[Diagram: Typical Driveway Crossing Type 'A' illustrating "Combined Sidewalk Curb & Gutter" and "Separated Sidewalk Curb & Gutter" configurations with dimensional requirements for flares and sidewalk widths.]

NOTES:

1. WHERE BOULEVARD IS GREATER THAN 2.0m DEEP FLARE TO GO TO FRONT OF S/W AND FLARE WIDTH MAY BE REDUCED TO 1.0m

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

[Diagram: Typical Driveway Crossing Type 'B' illustrating "Combined Sidewalk Curb & Gutter" and "Separated Sidewalk Curb & Gutter" configurations, including 1.0m flare details and crack control joint locations.]

NOTES:

1. WHERE BOULEVARD IS GREATER THAN 2.0m DEEP FLARE TO GO TO FRONT OF S/W AND FLARE WIDTH MAY BE REDUCED TO 1.0m

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

[Diagram: Driveway Cross Section for combined and separated sidewalk curb and gutter, specifying 200mm concrete thickness, 50mm asphalt thickness, and subgrade compaction requirements.]

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

[Diagram: Limits of Pavement Restoration showing the requirement to remove and replace the entire pavement to the lip of the gutter if the remaining section is less than 1.30m wide.]

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

TABLE OF WIDTHS FOR DRIVEWAY CROSSINGS

[Diagram: Driveway Widths for Type 'A', Type 'B', and Type 'C' (directional) crossings, including flare depth and face of curb references.]

NOTES:

1. FLARE DEPTHS SHALL BE 3.0m UNLESS OTHERWISE APPROVED BY THE DIRECTOR
2. FLARE WIDTHS SHALL CONFORM TO VRSD-C7a OR VRSD-C7b UNLESS OTHERWISE APPROVED BY THE DIRECTOR
3. FOR CONSTRUCTION DETAILS REFER TO VRSD-C7c

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

[Diagram: Driveway Grades profile illustrating the relationship between the road crown, level distance, and garage floor elevations for future road widening considerations.]

NOTES:

1. TO ALLOW FOR FUTURE ROAD WIDENING AND SIDEWALK CONSTRUCTION, THE DRIVEWAY AND FINISHED BOULEVARD GRADE MUST BE AT THE SAME ELEVATION AS THE CENTRE OF THE EXISTING ROAD SURFACE AT THE FOLLOWING LEVEL DISTANCE FROM THE PAVEMENT CENTRELINE AS PER THE TABLE BELOW.
2. MAXIMUM DRIVEWAY GRADES ARE AS NOTED BELOW OR AS REQUIRED UNDER THE BC FIRE CODE, WHICH EVER IS LESS.

3. WHERE THE CENTRE OF THE EXISTING ROAD SURFACE IS MORE THAN 1.5m OFF OF THE CENTRE OF THE ROAD ALLOWANCE, MEASURE THE LEVEL DISTANCE FROM THE CENTRE OF THE ROAD ALLOWANCE.
4. EXCEPTIONS TO THESE STANDARDS MAY BE ALLOWED ONLY AT THE DISCRETION OF THE DIRECTOR.

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

[Diagram: Sight Line Setbacks detailing a 3.0m by 3.0m sight triangle required at the intersection of a driveway and the street boundary.]

NOTES:

• A PERSON SHALL NOT PLANT ANY TREE, SHRUB, BUSH OR HEDGE CLOSER THAN 0.45m TO THE STREET BOUNDARY
• STRUCTURES, SUCH AS A FENCES OR SIGNS, SHALL NOT BE HIGHER THAN 1.2m HIGH WHEN PLACED IN THE SIGHT TRIANGLE.

TOWN OF VIEW ROYAL

SUPPLEMENTARY STANDARD DETAIL DRAWING

[Diagram: Sample Servicing Site Plan showing a residential lot layout with property lines, driveway, residence, and utility service connections for water, storm drain, and sewer.]

NOTES:

1. DIMENSIONS (DIM) TO BE SHOWN IN METRES.
2. ON SITE PARKING LOCATION AND DIMENSIONS TO CONFORM TO THE ZONING BYLAW.
3. SITE SERVICING PLAN MAY BE COMBINED WITH THE SITE PLAN PROVIDED ALL INFORMATION FOR BOTH PLANS IS SHOWN.
4. REFER TO SCHEDULE B
5. STORMWATER MANAGEMENT TO BE DESIGNED, SIZED, AND LOCATED BY A CONSULTING ENGINEER.

LEGEND:

• X SPOT ELEVATION
• • INSPECTION CHAMBER
• θ WATER METER