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Engineering Design Standards (PDF) - City of Southfield

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2. Minimum surface grade for asphalt paving shall be one (1.0%) percent.<br />

Minimum surface grade for concrete paving shall be six-tenths (0.6%) <strong>of</strong><br />

an inch.<br />

C. CITY PUBLIC RIGHT-OF-WAY:<br />

1. A cross section <strong>of</strong> all <strong>of</strong>f-site paving is required. Minimum requirements<br />

are dependent on the type <strong>of</strong> existing pavement as follows:<br />

- Concrete major thoroughfare and collector roads require nine (9”) inches<br />

<strong>of</strong> PC concrete on sand sub-base;<br />

- Asphalt major thoroughfare and collector roads require eight (8”) inches<br />

<strong>of</strong> asphalt;<br />

- Concrete local roads generally require seven (7”) inches <strong>of</strong> PC concrete<br />

sand sub-base;<br />

- Asphalt local roads generally require three (3”) inches <strong>of</strong> asphalt on an<br />

eight (8”) inch gravel base;<br />

- Requirements for existing gravel roads will be considered on an<br />

individual basis by the <strong>City</strong> <strong>Engineering</strong> Division.<br />

2. Six (6”) inch concrete curb and gutter is required on all approaches.<br />

3. Passing lanes, acceleration lanes and tapers, and deceleration lanes and<br />

tapers will be required in accordance with the current Road Commission<br />

for Oakland County specifications and guidelines. If curb is required on<br />

the passing acceleration, or deceleration lanes, it shall be six (6”) inch<br />

concrete curb and gutter.<br />

/Forms/Site Plan <strong>Design</strong> <strong>Standards</strong> 10-01-07 Revision)<br />

Page 24 <strong>of</strong> 28

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