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No. 94-08-19 - City of Frisco

No. 94-08-19 - City of Frisco

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a. Residential - Six inch (6") thick reinforced concrete pavement laid on a six inch (6°) lime<br />

stabilized subbase, with a compressive strength <strong>of</strong> not less than 3,500 psi in twenty-eight<br />

(28) days, and a cement content <strong>of</strong> not less than five (5) sacks per cubic yard with six inch<br />

(6") integral curbs. All paved residential streets shall be a minimum <strong>of</strong> 27 feet back curb to<br />

back curb except where alley access does not exist and/or front entry is provided to the lot<br />

at which point the street pavement shall be 31 feet back curb to back curb.<br />

b. Secondary Collector - Seven inch (7 11 ) thick reinforced concrete pavement laid on a six inch<br />

(6") lime stabilized subbase, with a compressive strength <strong>of</strong> not less than 3,500 psi in<br />

twenty-eight (28) days, and a cement content <strong>of</strong> not less than five (5) sacks per cubic yard<br />

with six inch (6") integral curbs. All collector streets shall be constructed in a minimum<br />

Right-<strong>of</strong>-Way width <strong>of</strong> 60 feet with a 41 foot wide pavement section.<br />

c. Major Thoroughfare - Eight inch (8") thick reinforced concrete pavement laid on a six inch<br />

(6") lime stabilized subbase, with a compressive strength <strong>of</strong> not less than 3,500 psi in<br />

twenty-eight (28) days, and a cement content <strong>of</strong> not less than five (5) sacks per cubic yard<br />

with six inch (6") integral curbs. The width <strong>of</strong> any major thoroughfare Right-<strong>of</strong>-Way and<br />

pavement shall conform with the <strong>Frisco</strong> standards.<br />

2. Curbs and Gutters<br />

Curb and gutter shall be provided unless otherwise waived by the <strong>City</strong> Council and shall be<br />

constructed along both sides <strong>of</strong> all streets within the subdivision in accordance with <strong>City</strong><br />

Specifications. Handicap access ramps must be provided as well.<br />

3. Sidewalks<br />

Sidewalks shall be provided unless otherwise waived by the <strong>City</strong> Council and shall not be less<br />

than four feet (4') in width on both sides <strong>of</strong> all major, collector, and local streets. When the<br />

delay <strong>of</strong> sidewalk construction is deemed appropriate due to future right-<strong>of</strong>-way improvements,<br />

escrow funds in lieu <strong>of</strong> the construction <strong>of</strong> sidewalks may be approved by the <strong>City</strong> Council.<br />

Such funds shall be escrowed with the <strong>City</strong> prior to the filing <strong>of</strong> the subdivision plat with the<br />

appropriate County Clerk's <strong>of</strong>fice. If the tract has already been platted and filed, then the<br />

funds must be escrowed prior to final approval <strong>of</strong> a site plan. The escrow amount shall be<br />

determined by the square foot cost <strong>of</strong> constructing such sidewalk, as estimated by the <strong>City</strong><br />

Engineer.<br />

4. Park Trails<br />

Designated park trails Must be a minimum <strong>of</strong> eight feet (8') wide.<br />

5. Alleys<br />

Where provided, alleys shall be graded, improved, and leveled in accordance with <strong>City</strong><br />

Specifications.<br />

6. Water Utilities<br />

Water mains <strong>of</strong> a six inch (6") minimum diameter size or larger as required, shall be provided<br />

to supply domestic water, and fire protection. The water system shall include control valves,<br />

fire hydrants, water service lines, meter boxes, and curb stops to serve each lot.<br />

The minimum water pipe specification is AVVWA C900 DR 18, Class 150 or AWWA C905 DR 18,<br />

Class 235.<br />

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