City of Frisco Engineering Standards

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Engineering Standards Version 6/19/12 5.3 Reclaimed Water System - General A. Design criteria for all reclaimed water systems shall comply with TCEQ Chapter 210 (Use of Reclaimed Water), latest revision. Chapter 210 is included in Part I of Title 30 of the Texas Administrative Code. B. Line sizes shall comply with the Reclaimed Water Distribution System Master Plan. C. Reclaimed water mains shall be sized and extended through the limits of a development to serve adjacent properties. 5.3.1. Reclaimed Water Main Location A. Reclaimed water mains shall be located behind the curb outside of street paving. B. Reclaimed water mains crossing under storm sewers shall follow the same criteria as water mains in Section 5.1.2A. 5.3.2. Horizontal and Vertical Alignment A. The horizontal and vertical alignment for the reclaimed water system shall follow the same criteria as the water system in Section 5.1.2. 5.3.3. Separation Distance between Reclaimed Water and Other Systems A. The separation distance for the reclaimed water and potable water main shall follow the same criteria as the water system in Section 5.1.3. B. The minimum horizontal separation distance between reclaimed water and wastewater mains shall be 3’ outside to outside, with the reclaimed water main located at or above the wastewater main. C. Reclaimed water mains that parallel wastewater mains may be placed in the same benched trench. D. Reclaimed water mains crossing wastewater mains shall follow the same criteria as water mains in Section 5.1.3. 5.3.4. Reclaimed Water System Materials A. Reclaimed water mains shall utilize the same pipe materials as water mains per Section 5.1.6. B. All reclaimed water main pipe shall be manufactured in purple or encased in purple polyethylene tubing. Section 5 – Water & Wastewater Design Requirements May 2012 Page 5-16
Engineering Standards Version 6/19/12 5.4 Easements A. In single-family residential developments, water, wastewater, and reclaimed water mains shall not cross residential lots unless specifically approved by the Director of Engineering Services, in which case the easement shall be located within a single lot and be a minimum of 15’ in width. B. Water mains 24” and larger shall be located in an easement parallel and adjacent to the right-ofway. C. All easements required by the City shall be dedicated by plat if within the platted boundary. If outside the platted boundary, provide easement by separate instrument. D. Site paving, such as, parking, fire lanes and access drives are allowed over utility easements with an easement use agreement. E. The following minimum width exclusive utility easements are required when facilities are not located within public rights-of-way: 1. Water mains 12” and smaller are to be located within the center of a minimum 15’ utility easement. 2. Easement widths for water mains 16” and larger shall be a minimum of 20’ subject to the approval of the Director of Engineering Services. 3. Wastewater mains with a depth up to 10’ are to be located in the center of a 15’ utility easement. 4. Wastewater mains with a depth between 10’ and 20’ are to be located in the center of a 20’ utility easement. 5. Wastewater mains with a depth greater than 20’ are to be located in the center of a 30’ utility easement. F. Fire hydrants and automatic flushing valve located outside of public rights-of-way shall be located within a 10’ x 10’ utility easement. G. 2” and smaller meters serving multi-family residential and non-residential developments shall be located within the right-of-way or in a minimum 5’ x 5’ utility easement or in the right-of-way. H. 3” and larger meters shall be located within a minimum 10’ x 10’ utility easement outside the right-of-way. I. All water main appurtenances such as air release valves with vents must be contained within utility easements with a minimum 3’ clearance from the edge of the easement. 5.5 Thrust Restraint A. All pressurized water and wastewater mains shall be restrained against thrust forces due to change in pipeline diameter or alignment in order to prevent joint separation or movement. B. Thrust restraint shall be accomplished by concrete thrust blocks and restrained joints. Section 5 – Water & Wastewater Design Requirements May 2012 Page 5-17
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City of Frisco Engineering Standards

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