City of Frisco Engineering Standards

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Version 6/19/12 SECTION 313700 RIPRAP PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install RipRap in accordance with Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges-Item 432. 1.02 REFERENCES A. TxDOT Items 247, 420, 421, 431, 432, and 440. B. City of Frisco’s Standard Details for Storm Sewer Curbed Flume. C. TxDOT Standard Details included in the plans. 1.03 RELATED SECTIONS A. Section 334915 – Safety End Treatments B. Section 312316 – Unclassified Street Excavation PART 2 - PRODUCTS 2.01 MATERIALS A. Refer to TxDOT 432.2. Riprap type (dry, grout, mortar) shall be specified in the plans. PART 3 - EXECUTION 3.01 PREPARATION A. Refer to TxDOT 432.3. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Refer to TxDOT 432.4. Replace the first sentence of TxDOT 432.4 with the following: “This Item shall be measured by the square yard (SY) of material complete in place.” 4.02 PAYMENT A. Refer to TxDOT 432.5. END OF SECTION City of Frisco May 2012 Standard Technical Specification Riprap 313700-1
Version 6/19/12 SECTION 321112 MOISTURE TREATED SUBGRADE PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary for the moisture treatment of the subgrade in all areas to be paved. 1.02 REFERENCES A. Project’s Subgrade Investigation and Pavement Design Report (if available). 1.03 RELATED SECTIONS A. Section 071300 - Moisture Barrier PART 2 - PRODUCTS 2.01 MATERIALS A. Not used. PART 3 - EXECUTION 3.01 PREPARATION A. Weathered shale material encountered within 8 feet below finish subgrade shall be subexcavated to a depth of at least the depth of required moisture treatment and replaced with on-site light brown or dark brown clays or other approved material. B. Moisture treatment shall extend at least 4 feet beyond the edge of pavement and to the depth as shown on the plans. The subgrade shall be moisture treated to a minimum of 3 percentage points above optimum moisture content at a minimum of 95 percent standard Proctor (ASTM D 698). C. Frequency of compaction testing shall not exceed one test for every three hundred linear feet 300’ spacing or less ,alternating from left quarter point to center line to right quarter point for every layer of moisture treatment. D. Moisture treated lifts shall not exceed eighteen inches (18”) of thickness. E. Any embankment that requires moisture conditioning treatment will be treated for the entire height of the embankment. F. Moisture treatment by injection is not an acceptable method to treat roadway subgrades. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT City of Frisco May 2012 Standard Technical Specification Moisture Treated Subgrade 321112-1
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City of Frisco Engineering Standards

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