City of Frisco Engineering Standards

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Version 6/19/12 foundation location is satisfactory. The Contractor shall be liable for all damages done, and restoration to utilities as a result of their operations. D. Contractor shall contact the City for inspection prior to pouring any concrete foundation and digging for conduit runs at least 48 hours in advance (between 8 am – 5pm). E. No poles shall be placed on foundations prior to 7 days following pouring of concrete. F. Contractor shall clean up and remove all loose material resulting from construction operations. G. Top of foundation shall be 3 inches above the finished grade unless otherwise shown on the plans and shall be formed or provided a smooth finish satisfactory to the City. Foundation piers shall be drilled plum, the top of foundation poured level, and the top 3 inches of the exposed foundation above finished grade shall have the sonotube removed. H. Anchor bolts shall extend above the top of the foundation concrete as shown on anchor bolt detail. Refer to manufacturer’s specifications for bolt circle dimensions and anchor bolt specifications. I. Anchor bolts, ground rod, all reinforcing and conduit shall be in place before pouring concrete pier foundations. Foundations shall have one continuous concrete pour. J. Contractor shall keep a record set of plans and mark any differences between the locations shown in the plans and the as-built locations. This record set shall be provided to the City time of acceptance of the work. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Refer to TxDOT Item 416. 4.02 PAYMENT A. Refer to TxDOT Item 416. B. Foundations shall be paid for once regardless of extra work caused by obstructions. END OF SECTION City of Frisco May 2012 Standard Technical Specification Drilled Shaft Foundation 033101-2
Version 6/19/12 PART 1 - GENERAL 1.01 DESCRIPTION SECTION 033105 CONCRETE STRUCTURES – CAST-IN-PLACE (TxDOT) A. All material, labor, equipment, tools and superintendence necessary to furnish and install Concrete Structures - Cast-In-Place (TxDOT) in accordance with Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges Item 420. 1.02 REFERENCES A. TxDOT Item 420 B. TxDOT and City Standard details, included in the plans. PART 2 - PRODUCTS 2.01 MATERIALS A. Refer to TxDOT 420.2. B. All concrete shall be sulfate resistant mixes. Mix design must be submitted and approved by the City at least 7 days prior to scheduled pour. The Contractor will be required to provide tickets for all concrete deliveries. PART 3 - EXECUTION 3.01 PREPARATION A. Refer to TxDOT 420.3 and 420.4. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Refer to TxDOT 420.5 or as indicated in the Contract Documents. 4.02 PAYMENT A. Refer to TxDOT 420.6 or as indicated in the Contract Documents. END OF SECTION City of Frisco May 2012 Standard Technical Specification Concrete Structures – Cast-in-Place (TxDOT) 033105-1
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Version 6/19/12 GUARANTEE FOR LANDS
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Version 6/19/12 2.03 PIPE FITTINGS:
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Version 6/19/12 5. Apply a thin fil
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Version 6/19/12 F. If, at any time
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City of Frisco Approved Materials L
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Version 6/19/12 City of Frisco Appr
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City of Frisco Engineering Standards

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