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Engineering Design Standards (PDF) - City of Southfield

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1. All public storm sewers must be located in a public right-<strong>of</strong>-way or an<br />

easement. Standard easement forms are available at the <strong>Engineering</strong><br />

Division. The easement size will vary as required for maintenance and<br />

access. The minimum storm sewer easement shall be twenty (20’) feet.<br />

The dedication <strong>of</strong> the easement will be required prior to use <strong>of</strong> the system.<br />

2. Any storm sewer that accepts run<strong>of</strong>f from abutting property or public<br />

right-<strong>of</strong>-way must be placed in a minimum twenty (20’) foot storm sewer<br />

easement.<br />

3. All public storm sewer shall be a minimum <strong>of</strong> twelve (12”) inch diameter<br />

Cl.IV concrete pipe with premium gasketed joints.<br />

A. GENERAL:<br />

VII. PAVING AND GRADING<br />

1. All public paving shall conform to the current standards and specifications<br />

<strong>of</strong> the <strong>City</strong> <strong>of</strong> <strong>Southfield</strong>.<br />

2. Where required, the <strong>City</strong> <strong>of</strong> <strong>Southfield</strong> pavement details shall appear on<br />

the plans.<br />

B. ON SITE:<br />

1. A cross section <strong>of</strong> all on-site paving is required on the plans.<br />

Minimum requirements are as follows:<br />

a) Commercial and Multiple:<br />

Three (3”) inch asphalt on six (6”) inch gravel base;<br />

Six (6”) inch concrete.<br />

b) Industrial:<br />

Four (4”) inch asphalt on eight (8”) inch gravel base;<br />

Eight (8”) inch concrete.<br />

These minimum requirements are based on adequate sub-grade, sub-grade<br />

drainage and average live loads. Each site will be examined individually<br />

and additional pavement thickness and/or increased base requirements<br />

may be necessary.<br />

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

Page 23 <strong>of</strong> 28

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